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WZ-17-11
OWNERS CCERIMPICAME ThELIreiuv-, . igm_ d or legally _ave agriaoed 1hereof jL, hereby agree tna-,the, propmly kegaRy de5crioed wreon w0i be develved as a ��Ianea In _...cordance vvifl-! me uses vsVolons an-, conclMons comond in ks .an ar.d S rnal, Mher'vr b;Pretluirerd, f,_iPher Tecog:Lc"'`hat the aIoprova! :,,f a Piann..ec. Develd,pi-ni,rz. ard approval of US oumne pl!tr_ cues create jr e5ted wopeny, rjht Vested propery nghts rnay any anseanc a lu c� c! u e P u u an. I t It-- R co V I s 10, L I S c. S I, I,,) i 2 12 1 t 1 e. V\1 e a Code of Lam'; - — . .luioF J Ahu f if B;J(P)_ 'ar -a Artn�ir joel Ahc Re,,.,ocable 1, u Is �ubara jean AVK. 11_,'&vcca�e Ti Lis State cl� coioradhc) Counly of jeths"Isos.n f 40%, M g Ole I U I L 1 10 "7 r_1 9= x i r: D -111 a. LJ L. W lh_�= L 0 R r: pig "I" IgN 111 t 1 1 rego!nc, 'rr, e I iP vv a S ac --,-,-.ged !-,efori� nine flhi� n 1: %mof! W D (335 7 4 ,aqj day of j2I A 1 2,21 °6 by A Q U A R T EL 0 F S E C _T] 01N,�l 1 r,) i NAME, �ztCDRNER S I (", i F) WAC7A SKYIJ,'lE EST F�LING NO _f THENCE SCO-1724TALONG '"k o VvInessroy %nd and u0nal sea! corni-nIssion 0pir-ea5: 6 9 "AlE S3, T 0 F T H E fes„' ]rl P M. C i T Y (D' F 03>1000, "I I S7 14 ACRES OF HE S,-JID FRIEDGE, CoUNIFY NR�%Q-t CHIDA...AtNARD STATE ON THE EATF LINE OF PA&VIRTY NOTARV PUGLr ick Notary PijR �c, C. _! VOW 0 We lwxo QIIPL11_ NO 2,E Zf, ",CE Nor) 0 of V& SAI t- A S �_ goals.. .0 lN.,-- -rq 951 F E ET 10 1AE Not-ITHEAST CORNER OF alp 54th Averwan 84 CILI&I Street j ory i 'a '0if-i[adc, COUntY of jeffrjq,oj� The forega,ng Fe (wa.s aickn, h'�,' Lf dav c.' AND 2') fl -I by t -A Li'loke- State of,_'olotacic GOLInty Of KHOO, A Y kN The Wegary mshiment was befcfe- r,%..e tT%,js AdA, D 20 er j day f 'Ahtness mv &nanc; _If-fic�al seek NAV COMWISOOO EMOT%. 717 9/7 am 1 Slate Of C_�Iofad'ic, jaheson, The fnegoing inswument was ackno-,viedged r_-,efinte nne tnis day A f ft,- VOtness rny hand Snd official seal M, zconr Xpit iza Nolmy(- S; c TAW! 9111 :n 4111. ANNNSIM §1040 140 to r eh5 G+ 4f is pip R AS 6 JAIL; of 101 Am K if f U 10 11 1 sni ps MINE Tho AA D K' EEE %4$MI il E: 1`4711 if A— iwl N. my ily coma LM.� 1 Arx I f 40%, M g Ole I U I L 1 10 "7 r_1 9= x i r: D -111 a. LJ L. W lh_�= L 0 R r: pig "I" IgN 111 t 1 1 D I LA l (_fTFRSCN STATE CIF t% I 11's if", IT% "I We �%lf I I I I n 1: %mof! W D (335 7 4 E_ N 0 R _T H W E S 71- Q U A R T EL 0 F S E C _T] 01N,�l 1 r,) i NAME, �ztCDRNER S I (", i F) WAC7A SKYIJ,'lE EST F�LING NO _f THENCE SCO-1724TALONG E�LOC,":, OF SAj,-C' S KV A IN E E S T AT 1 S T nd N j'C)jAjfj E3 FH1 P 3 S D'U11 I "r -I l R A N G E 6 9 "AlE S3, T 0 F T H E fes„' ]rl P M. C i T Y (D' F H 1.. A T "I I S7 14 ACRES OF HE S,-JID FRIEDGE, CoUNIFY OF jEFFIENSCON, STATE ON THE EATF LINE OF PA&VIRTY OF _! RDEFPA. PRIL 5 195A AT P L( vicitan MAP MC) SCALE) CHARACTER OF NEIGHBORIVIDUT PqS PLANNED RESI, ENTTL DPVE! OPMENT HALL ENHAP('E, / `j LiFJDz-_R U Z _'. NIFiI I I THE NORTHERNMOST f 1ROF,,\ PEN jd_lu;Li r Ej JNDE VADA gar PSHBORHOCIDS TO THE EFAST NORT-1 ��,N,_) C S-1- -L S PFDESTF,,�,�`IN . TI-iE I'VE I HE DEVELOPMENT PROMOTE, V 1 MTERAC TION VITH THE SURROUNDING COMMUNIFIlE ` PIO_Sj SINGL L, A ",j L ATTACHED ANE DETAC- iE D RESIDENTi.2lL HOPAE 5 AND M TFT5 MR 0 TY CT NHE -'lT --1 P-Dr_'_V - .)L -)E rZ.rQiflRENIIENTS OF SEC-RDN 250OU: THE F -RANSi-I 7CL Nn- !GH BOR 110011 DE=:IGNIFt' TOI)Ni`,� lv_l,`%D ANI_', 1 '1 IN, 1�y S I FANIS!] P(_',r0 I III F SKY J% LS 1 ATE15 DEVIELOPMEN 1 T: 'HE PAS F APR; NOR 1 H AKE, FOR Tl -HIGHER DENSFY WATIFAVILT USES H) IE v FEATURES!", UNIQUE CHARACTER VMTH A VARVE fy 0! E�,TUT_ UE__ (_NS HOMES VMLL FEATURE TRADATONN ARCHGECTUPAL A_-_-"1'-__`r`j NE OR BRNO? THE DEVELOPMENT F EATURES CEN LOff%'!NG RESUENTS TO ENjOY 1 HE NATUPM w4UTY QP i HE AIRE;, CREAKING -Y SlYNERGY MATERIALS) AN.) CC)LOR PALE' 0_5'��,�IIA f��L D � F r_� P - :, CJPV1N1 I -L N I ED A k"N-F, 0 )SPE(DiFiC DEvELDPMENT PL,511 NY 57PUF 15CnPE c� HDMEI� WE! VARY IN RANGF FROM LOP - 1 Oou SUYARF WFF r MTH An: TOM FFAN Rk, CREA f ING AIN Al, RAC �,EANUL FAl - - J-� _�� z,,.,-)PE&LING',TTRPETSCAP4 PIPE i,iA NEIGHBORHOOD VILL FE41TRE ENTRYHEncSIC.AAGE V174 ;TSACCESSROADS VHS PEDESTRIANFRIENDLVNEKAB�_PW' OC'I" - �� -C N I f--- N ACCESSTO BUS ROUTES.AND CONVOUTER FRAIL 004 T0L)`3,E R� :,.,,,,�-STRF.LT PARKING A`ILL �E_ PROVICED ':).,N CI_IYDPiJRL!C OFID NOTE: r�KSCRiTLiNFzf)E%'FLC)PNAENTPIANI DEVELOPMENT ELEMENTS SLICH AS SITE LAYOUT AND pUI NOT EFEN ADDRESSED ON THIS :O=CUMENT A'S I__-vr z,C,Prj,.-ErNT _D _110E _�FIAID= - -,'Eit RIF _L IN 0 PI_AN NiIUSIF RE SUBMITTED. AND APPROVED BY _TF ',fi THE SUBMATAL OF A, RiGfN OF fANY OR 9UILCJW',-, S-I.RsEQlUENT SIT F DEVEL OPMEN! FI"iF QUAHL RUN SPECIFIC DEVELOPIA ENT PLAN SI, 3 1lf-L NOT T -L QEv1EWEDATPUB1JCHEATNGUN7tQuAH STR�L�-, RIC -F -f Oc WAY ON THE ADMCENT OR01O tNEST CIR Cni -,fJBjtC P DRAiNAGE CONSIDERATION& PER CDP' OF WHEAT RIDGE SITE IDRAINAGF RVOUIRF�,,oLDPi ( Y FEATURES NMY BE LOCATED THROUGHOUT Tj !E SITE ANID iS PROPOSED TO BE LOCATED IN 7HE SOLD WAS- CORN'r-L,�< i-I-lU, A FIN,A! D-R',AIKAGE REPOIRT DESIGN AND EABIl2,, ENT ��UPDIVISIIDN [�LAT f,_r1E_ H.:Jl--, 'NIL BE PH"OWEVER 4 WT�W;- L FHH�� P,�OJECT S ANT E, 1_1E �,_)N Y ASE \!�ANG IF CASE HISTORK 6E# l/r/Z-17-`1 FU0-00 PLAIN WOEX OF SHEETS: SURVEYOR S CERIWICA I- i JC,,Ht1J P, ES-f['<.l. Rio DO 11100my -URVI 4' OF WE BOUNDARY OF QU10( CERTIF 1 THAN, 1HE S IUN 'A'AS, MADE BY rIS,-l- OF" 'R MY DRECT SUH-_)ERVISION ANI') T`2- THEE KS,f- MY ;,0400LEDGE INFORRA/lITION AND SELIER 11\1 ACCORDANCE WITH,' h.PPUi,�,,AE)LE STATUT,_-c,'�. ClUIRREN T FREvISED MIT10N .10; AMONDED, THE ACCDNIPANJLAN ACA, I EL_Y REP)PRESEN] _ori 'RVEY OROPERTY LES OVITSUF M TIT 12ONEAR FLOOD PAI�rf QLJAIL. RUNPPOIDERITY DESCRIPTION ZLae NIINCI A PARCEL OF LANU B 1 Ef' PJI YHE M& 1 H&AS I QVAR Tin LIP 1 HE W10 14Of :l J(jl'fRTLR C,�,F z�EC 7 A it� 1 HVIASrflP -, S,' _/U; ..'.i i, :s I F,F 1 VIE 61 H WRMICW4�%! 'VILE l (_fTFRSCN STATE CIF COP ORADO. U_ AG M0 ,-_IC_ULENLY 3--------- -oo Page 'Re-cepnor! "1,(, �J_naoxv e2f�oryJ 8 E G 1 NI N I N G AT -T H E POD R i 1 NO EST S A T T H C 0 R N E 1 R 0) F SA 1 S _1 f 0 N i I 7 4 E_ _EN _I r j, 16 E AL _)N,, I G CSS-STCENTERLAF OF 6AID SECDON 16 A 06TANCE OF 471 14 FEE! 1L� " " fVE , -F NAME, �ztCDRNER S I (", i F) WAC7A SKYIJ,'lE EST F�LING NO _f THENCE SCO-1724TALONG E�LOC,":, OF SAj,-C' S KV A IN E E S T AT 1 S T nd N G NQ 2 A ET S TO N C E OF 34 2 8 F �z E 1 Ri rz f NIGiz AFT Dwo Pike E NOR TH CDP AND 04RAL L m & TH £F SOUTH t IN!- CDP FHP NGTIT41 ; ACR,:S "I I S7 14 ACRES OF HE S,-JID s0um_rill QuoRTOP O, 5E .y .< HAEST QuAR FER " SEC" 't '1-430 76 ?EW 10 n PON ON THE EATF LINE OF PA&VIRTY CONVENED TOJI, COUNTY By ULEE _! RDEFPA. PRIL 5 195A AT QIIPL11_ NO 2,E Zf, ",CE Nor) 0 of V& SAI t- A S �_ ._�N .-, lN.,-- -rq 951 F E ET 10 1AE Not-ITHEAST CORNER OF 5-00 -'1..:.1'.1HHENCE S89 12 %KV ALONG 1 H4L 54th Averwan 84 CILI&I Street I NE: OF PR"-jPEB,7Y DASTANCE OF 0 02 FEF" 3 ROiN, _'IN r E NORTH SOUTH C I CENU ERLINE %" �A I: W WTHWEST QUARTER C S -7-HENCE SECRDN IS 7 1 CENTERuNE A ASTANCS CA "0 00 T! F_ TOTHE POINTOF C',ity 'v,VhIet R i d e 0 2 _4 44, SWARE FEET C).R `,82 iqHDRE FSC. BATS OF 8EARJNi,_._`S Not 22 471 A&�,Nf,_ TI iE ATSI 7EN rmi NE- V,_ 010YON HEREON 5SEE SWAP 2 OF- 2 FOR DI VELOQUIERT! STANI)xpEys ------------- w4nmwo ItT_015_ A CITIt CERTIFICATIes* IN V , o t 1-,i S 0 5-Y, 0 i n .!Jr- NE 6 42 /, _ 3--------- -oo Page 'Re-cepnor! "1,(, �J_naoxv e2f�oryJ CON CONTAC1, HjSTER, P P T 0 E E_ JEFFERS,�,0111 C,(X`JN'rY R, E C C; I[) E R A"' TEST u5 ty Cier� n; I,,,; L.' re c o I PLANNING COMMISSION fc�- apLtircwal fts 1Aj, day of by t e vAfhea. Ridgie Planning oar n W Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE 3tate, Of Colorado ss COLKY OF Wfetsor 1 a J R,: -,cord- ---,f jefffel C"oucty al, flne ��ourtv canr 'tir G i,1JIe C a t .,tick /,t M on NE 6 42 the day c 4 i n 3--------- -oo Page 'Re-cepnor! "1,(, �J_naoxv e2f�oryJ CON CONTAC1, HjSTER, P P T 0 E E_ JEFFERS,�,0111 C,(X`JN'rY R, E C C; I[) E R �j NAME, y...... S�4 --------- ----- ..... ii�_.f 2 ayR. T�- Deputy, AFT PROjECT INFORIP0ATION: OVV N E R/ D FEV E L P E R: !AL 1Nv'E_�--1rll1ENTS- LK -1, (3 E_.5 1.) E i, --'A I rj R S R, E E T COIN� TACT SUMMEIR ICLARi,,, ENGINEER: lb' EFS CIVIL ENGINEERING, LLC 1 1 �iVE 0 MAIE11A 2 7 S, 8 C) E E, RI,�F K _- 1 - NE 6 42 402-598-110 CON CONTAC1, HjSTER, P P T 0 E E_ erre you ft. CALI 2 SLANFISS :!AvS "Ou DIG E JT-, EXC,:v'l-lTE POP N-'1ARKHljG 3F MEMBER LAIL TES f,\JE-,SSUMF Nil, E N-', -3,P__ N. CRAMNGS HAVL BEEN 740TA-D FRC)MI THE !NP✓R.M.'ATI-DiN ,V, AH -ABLE �-I IS THE CONTRACT R S 7�' SIE!_!__'I VERITY THE SGE PJAMIRAL HORZON TO OND VERICAL LOCATION 00 ALL U, Ec,-', 7-LRIOR 7-0 CC_Mtv1ENr'uMENl_ OF CONSTRUCT ON pp 1 127,018 DEER CREEK DR OMAHIA NE Se -142 202018 &7 Jr., '-C . ", i A r" —�G jy 1 _, Najd: �j --------- ----- 1801021 4 Dwo Pike ik ------------- - ----- - ----- - -------- -- 54th Averwan 84 CILI&I Street C',ity 'v,VhIet R i d e 0 g &7 Jr., '-C . ", i A r" —�G jy 1 _, Z-- - --------- �j --------- ----- 4 Dwo Pike ik ------------- - ----- - ----- - -------- -- Sheet Title p U I -R 0 F ARVADA ,_j m 4_71 j/ 0 n Q1 LMN tm of u q Log I ' L_ F 1 Vt D-1 A U A If A I L N j T :14 A IN -1 E%j m - - 0 ilul ium a F. LJ. Rfi A -mma A MIK A 0-i 9171 IN tam rms I I t: I u VV f! Ift-4 7 NOR I 1-� . (" i At i vul— j I - 0 N 1�ou� 7- 1"39 WES T 0 W N Z"SHE 'I �P H, RANG,- I i - 7m oi H F A m 0 OF R Vf D OF WHE-AT RDIGE--, COLA -TY man-€F �Fr1-FIFER"SON, SIJP-�, I t U�- `UL L rr�� c g A IT JE T E N It 0 N PO IN E R Ty i N, D OF iEEDY-_-F. 'B04 INDIARF` SOU TH RE ZONLIWG INE .._LATER -BACK tiE ASPHALT PAVENAIENT '0N;C;Z`IE I E IWLrl SCALF. = 4 ID Z j. 'I l�V 2jTj[jY _SIGNAG�- 70NE SIGINAGEZONE- R0 --------- S RE ",NA' P, Er"Nk-, LANE ANE P R K 1:N,- S I D E 1JVA I K Cl FA,,P ROJAID, SEEC;N ;=1-A NOT T3 _)I`IA'LF_ iftZ1I- F 24' 1',ltn FIRE "CLEAE,1 71F-1 N E At I r -Y SE- TjOkJ B -B N0 1 0 S C,4 11. F 9 USEARD�,Q RE,' A HES'fNGj'LE "I'I_Y OF E CPI)% 1 WIQ - 0� NSID� 1-:/1 60RDERHNIG DF�_ OR -I', E of: -HE C1V1_0[".v.st, ARA B' iS HE CENT R�,,f AJRIH61 THE DEVEL, PMEiIT A:d ED ON{'.L,=-4 - :., I- LjT!LIZF1,F0RS!N�LEFAWY,,�i rr. C iFFi . 8— ED 'SFAj 7 35FEET 2r 1 4 �0u SQUARrE FEET S Ml Nikil lul 0 411 I SFF) Ml NIMUM i OT IIN"DT, I 50F F EFT J. S -FID MAXIMUM BU I IL iI N G "F,OVE--,'AGF 6U%3 6 S F D MiA/X i M L 1 M 1_,'F N S I TY 14 11 N i rS 7 8 -FA lv`AXPr,JN'1 E)EIIIS)i TY 4'Q U-11IFFS fRANGING II IT,) 6 LI-T,_'-' Kll DJNG.S, SHO, A,N COON- E�' I "PUALF y �A _D TO F 0 U N DA T I: D PONT K Qn. IBAU FRO -N -F 'SEFTBACKS SHAUL1A1 v A NAHNIN'lUIN't 13F Z", FEE -1 N VR A JACEN' HC NIE S 0 R HO M, E F, R9:,- A R 0 HE STREET SHAILI IA -F 53 T' TI`E- BAC K REAR SIET eA 17 1 N 1 MU N! DR V E'vlY ENG -11-H154 TO BACK OF 'iVALK xj k,J I MA . UM! DR;`v'E-,`vAY VOIDTH -- 1A Ci, BUILDINGSETBACK ENCROACHMENT S ARE PERMIT' &C IN 1 VV'ITC SECT "ON 26 6' 1 OF T ; E VVHEAT RIDGE MUNICIPAL CODE I SIN GL�_ F"' M; Ly AT FCHED N DIVI DUAL SING LF FIAM I LY ATT U -t`- iA I _j f 'H 9'E7 FXEIAPrFROr,,,e! TH.- 1-01 OVJING STANDARD NGAS fHri FJfFii:RP L 2' 1 li-IN BUi R L) T ABI ISHITED DEj_)1/:1 a- RONT OR SIDE E TE IC K FAC:':- OPEN 1 �, r ',,� I E SPACE � 53 0 BUILD NIG SERAIRA It lN B U 1 L IDI_G' SET B,",',- K E N CRO',�kLC j"fl, F P_R'1;T`- IN "ON-ORIvIANCE RIL)Gr MUMCIPA CODE 'vA1IT H I Iz i 2z hH T IOFt-_-SI-RE. I Pr,1IRF ING ALL t kiNit,' T' Vr- _V'O-I'AR AGFS R A ftKING a SFA _l P ROVIDEO NE 0"NSTREE"R EVERY 11 0; I V IS SiI J R, S P CE ' A,' ADED 10 _C' b PARKING SPACE PER, I 'NIT k'F"I r"N '-}'tIVEINAY OR ON-STREE-T I "ATY OF r G- A n T AR %IAF�A R 0 liv u 13UTILITY ------- i- v f 'O -IA L til LANE ;L "O'l I S�GINAGE ZONE ROA,f') ECTION 7 NOT 1"0 SCA LE ANDS04� NiG C I OPEN 81, I AN LISCAPING SHAL'i BE IN! CO , FORN'fAltIT VVH T N Jl�_ I A N DC, CAP t_! G R EQ U I R F.Mi, N _' 8 OF T '-'E C; T0F VVHEAT; R, I DG E CF' D E F I EVIS-1 EXTERrOR UGHN TINCE !G ALI >_: _id TINS SHIALLF DE 'N CONFO I A II` ,"`I-! SUCI'ION 26-503 EXTERIOR GHTING OF THE CITY OF `AP. RjHFAT AJ F � A, j�� E r%c S1 f NAG It GIN 'r SI IA I BY I N Gliar` RIAIANC EE l AV. ARF L -E VI i Q!r PL Vl � 'I A I �11, ., - - - , 'r, '%'! 1 �I k 1 � � L ) C C 0 D 0 F L. AL �`V� S E X T A S P 1 0 \Af S P( FREES T'."NDiNG SURDIVIS0,N] SICIN N", A X 1 f M NIU kll!3 P I'vIA X P.4 U P0 S I Ott AREA: 30 S, F W MINH0UNI SETB,,1".,K: 'j l --'HA! IF NO! 1",!T�RF�RE %APTH SIGHT _)IOTA -NCE TRIAJNGI v AX, NII Ulfvl H E I G, i I\i G, S H A L L 'G It C' 0 N'r 0 R M A ATF v, I! I F. S C 6 u �3-:Vi T'N G L FN T ENCING OF THC � CJ I "PIS 14 ARCHIT _CM RA_ AND PT DESIGN' G S FFi i V_ I E I N CON 10, R i"JI A, i, C E �Avfl T I- r 1, A P C _j R� R 3, FACADES FACING PUR._,Ll. r0 W, AND,/DR EN CrSPASHALL I EA, 0 T F A. CAD F A RC' TRE TMFN I SAS FRC N b NO c i"v'D ADJAC,EINI I-IOMH OR HOIME's ACROISS Tf IE STR',EE'r Ij I ILIZE TI-'FQ A Y D Al LED E LEVAT; JOIN l"Il M IN1 0 0% NA A S C) N R Y OF 8 R I c K, -9 R 1 C K V E NEER )]-l"COO Sl;INE FIJI-,-, V E E -R, SYN F H S_rCIN E L OR O_'MAppp OV M M A S 0 F__� f BE APPI I Vi 0"t FR'ONT E LEVATFIONS 1; Ws NIA-UNRY A R Ee_-IU'RERi1 INT v BE P, G—REU, I E, r — , , ' I . : � 4 "' SO LOW, "'IS FHF. _RA, IQ NO _E1QQ -1. ' N 2"FIF, I--,' DR 7': F ENI I R' E S F D JS F R A T I q, THI� P E OF S A "' GR r- GIA TE A N D FER A GE P P R J F., INff t V A j P'RIET"ArvIONG ELEVA-RONS IWAS-ONRY S;-1AL;_ v"VRAPA MINIMUM OF - ON SHIDE EL -VA'-jI S,]N-i 'IrvIN Y A. TT ACI IEDI Are""i Ji"TFEC TURE I_� Q <(_; rt-fF Ll Q CHI T ECTURAL AN SITE. OMi pi �� Ail T H. H ' � : - DE SIGN IVIAN UAL TI-tP W TE <I. L ',L,R;A TION R E-QU 1 REM ENT N 'k'PI _Y M THE 'LLE' CING FAC , ' I ; ",FI I - Ai. -i_' AC r "ADFIS t FP� -L()ORC-SIIODBEORIEP41'D-FC)It�IARDQPUBLIC R'GH-r-C,-I,"I'�! (jp', SPACE — E -'K DR 12 0) 8 D BE- R C, Fe F OMAHA NE 681A2 r co 're Q 0 R I N., U"U S 1_R J9493 t_,' . , �� isF �,.Re lan s i _h, t & 2 -C k rd )VL I ro 12-D . . .... a �wstiS Ne ..... . . ......... . . A C- M Q u-ij Streel & I A, `_r 54th Avenume _Fity, of "VVhecat t_,' . , �� isF �,.Re lan s i _h, t & 2 -C k rd )VL 12-D . . .... �wstiS Ne t_,' . , �� isF �,.Re lan s i _h, t & 2 2018036526 4/24/2018 8:53 AM PGS 3 $23.00 DF $0.00 Electronically Recorded Jefferson County, CO Faye Griffin. Clerk and Recorder TD1000 N CITY OF WHEAT RIDGE INTRODUCED BY COUNCIL MEMBER MATHEWS COUNCIL BILL NO. 09 ORDINANCE NO. 1642 Series of 2018 TITLE: AN ORDINANCE APPROVING A ZONE CHANGE FROM AGRICULTURAL -ONE (A-1) TO PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH AN OUTLINE DEVELOPMENT PLAN (ODP) FOR PROPERTY LOCATED AT 5372 AND 5352 QUAIL STREET (CASE NO. WZ-1 7-11 /CLARK) WHEREAS, Chapter 26 of the Wheat Ridge Code of Laws establishes procedures for the City's review and approval of requests for land use cases; and, WHEREAS, Summer Clark of SCHAL Investments, LLC has submitted a land use application for approval of a zone change to the Planned Residential Development (PRD) zone district for property located at 5372 and 5392 Quail Street; and, WHEREAS, the City of Wheat Ridge has adopted a comprehensive plan— Envision Wheat Ridge—which calls for residential uses along Quail Street north of Ridge Road; and, WHEREAS, the subject property lies equidistant between two Gold Line stations, and the housing stock in the area is diversifying with the rail line catalyzing new development in the area; and, WHEREAS, the City of Wheat Ridge Planning Commission held a public hearing on March 15, 2018 and voted to 'recommend approval of'rezoning the property to Planned Residential Development (PRD), NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE'CITY OF WHEAT RIDGE, COLORADO: Section 1. Upon application by Summer Clark for approval of a zone change ordinance from Agricultural -One (A-1) to Planned Residential Development (PRD) for property located at 5372 and 5392 Quail Street, and pursuant to the findings made based on testimony and evidence presented at a public hearing before the. Wheat Ridge City Council, a zone change is approved for the following described land: A PARCEL OF LAND SITUATED IN THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6T" PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTIC U LARY' DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTWEST SIXTEENTH CORNER OF SAID SECTION. 16; THENCE N89°37'16"E ALONG THE EAST -WEST CNETERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00°12'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 499.28 FEET; THENCE S89°34'25"W ALONG A LINE 160 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16 A DISTANCE OF 430.76 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00'1 5'01'W ALONG SAID EAST LINE A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89°37'16"VV ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE NORTH - SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING. Section 2. Vested Property Rights. Approval of this zone change does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Code of Laws of the City of Wheat Ridge. Section 3. Safer Clause. The City of Wheat Ridge hereby finds, determines, and declares that this ordinance is promulgated under the general police power of the City of Wheat Ridge, that it is promulgated for the health, safety, and welfare of the public and that this ordinance is necessary for the preservation of health and safety and for the protection of public convenience and welfare. The City Council further determines that the ordinance bears a rational relation to the proper legislative object sought to be attained. Section 4. Severabili • Conflicting Ordinance Repealed. If any section, subsection or clause of the ordinance shall be deemed to be unconstitutional or otherwise invalid, the validity of the remaining sections, subsections and clauses shall not be affected thereby. All other ordinances or parts of ordinances in conflict with the provisions of this Ordinance are hereby repealed. Section 5. Effective Date. This Ordinance shall take effect 15 days after final publication, as provided by Section 5.11 of the Charter. INTRODUCED, READ, AND ADOPTED on first reading by a vote of 8 to 0 on this 26th day of March, 2018, ordered it published with Public Hearing and consideration on final passage set for Monday, April 23, 2018 at 7:00 o'clock p.m., in the Council Chambers, 7500 West 29th Avenue, Wheat Ridge, Colorado, and that it takes effect 15 days after final publication. READ, ADOPTED AND ORDERED PUBLISHED on second and final reading by a vote of 7 to 0 , this 23rd day of April , 2018. SIGNED by the Mayor on this Z3P4ay of 74,/y '2018. Bud Starker, Mayor ATTEST: J , elle Shaver, City Clerk U St." A. tAL �000RPO' Approved as Form Gerald Dahl, City Attorney 1St publication: March 29, 2018 2nd publication: April 26, 1018 Wheat Ridge Transcript: Effective Date: MAY 11, 2018 City of WheatRoge D0,7E' VV\ A J� ITEM NO:_3., 7— V l`t TE: April 23, 2018 REQUEST FOR CITY COUNCIL AC)ION MAI TITLE: COUNCIL BILL NO. 09-2018 - AN ORDINANCE APPROVING A ZONE CHANGE FROM AGRICULTURAL -ONE (A-1) TO PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH AN OUTLINE DEVELOPMENT PLAN (ODP) FOR PROPERTY LOCATED AT 5372 AND 5392 QUAIL STREET (CASE NO. WZ-17-11/CLARK ® PUBLIC HEARING ❑ ORDINANCES FOR 1sT READING (03/26/2018) ❑ BIDS/MOTIONS ® ORDINANCES FOR 2ND READING (04/23/2018) ❑ RESOLUTIONS QUASI-JUDICIAL: ® YES ❑ NO Community Development Director City Manager ISSUE• The applicant is requesting approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) for property located at 5372 and 5392 Quail Street for the purpose of developing single-family homes and townhomes. The proposed rezoning area includes two parcels, the total size of which is approximately five and one-quarter acres. PRIORACTION: Planning Commission heard the request at a public hearing on March 15, 2018 and recommended approval. The staff report and meeting minutes from the Planning Commission meeting are attached. FINANCIAL IMPACT: The proposed zone change is not expected to have a direct financial impact on the City. Fees in the amount of $1,756.62 were collected for the review and processing of Case No. WZ-17-11. CAF — 5372 and 5392 Quail St. Rezoning April 23, 2018 Page 2 BACKGROUND: The subject property is located in a northern peninsula of Wheat Ridge, and is surrounded on three sides by the City of Arvada. It is located along Quail Street north of Ridge Road and south of 54th Avenue. Less than 500 feet south of the subject property is the Quail Ridge Estates subdivision, a planned development approved in 2006 for 25 homes. Construction in Quail Ridge Estates is currently underway and several homes are complete and have been issued certificates of occupancy. The subject property consists of two parcels, each of which contains a single-family home. The existing single-family homes were built in the late 1920s and early 1950s and have been utilized for residential and agricultural uses since that time. Surrounding Land Uses The property is nearly equidistant between two Gold Line stations (Wheat Ridge - Ward to the west and Arvada Ridge to the east). Historically, the neighborhoods in the area have been comprised predominantly of single-family homes and with some condominiums and multifamily. The housing stock is diversifying with the pending commuter rail line catalyzing new developments. To the north and east of the subject property is the Skyline Estates neighborhood in the City of Arvada. This area consists of single-family homes constructed throughout the mid -2000s. To the southeast along Ridge Road, also within the Skyline Estates neighborhood, are five 8 -unit apartment buildings. To the west of the subject property is a large vacant parcel within the City of Arvada. The current zoning on that property would allow residential uses to the north and industrial uses to the south. The City of Wheat Ridge recently received a referral from the City of Arvada for a proposed rezoning of this property to allow for approximately 500 dwelling units, consisting of single-family detached homes, paired homes, and apartments. This proposed development (Haskins Station) is currently under review by the City of Arvada, and has yet to be heard by the Arvada Planning Commission or City Council. To the south of the subject property are two properties agriculturally zoned and utilized for single-family homes with potentially some accessory agricultural uses. Further to the south is the aforementioned Quail Ridge Estates development, zoned Planned Residential Development. Current and Proposed Zoning The site's current zoning, Agricultural -One (A-1), allows for residential estate living within a quasi -rural or agricultural setting with single-family homes being permitted on a minimum of one - acre of land. Other uses permitted within this zone district are primarily agricultural uses such as farming, farmers markets, produce stands, riding academies and public stables, in addition to a few non-agricultural uses such as governmental buildings and schools. The applicant has proposed a Planned Residential Development which allows for single-family attached and detached homes and open space. Also allowed as accessory uses are home occupations and household pets. These accessory uses are in line with all residential zone districts in the City, and would be subject to the underlying regulations within the Code of Laws. Additionally, the applicant has proposed not CAF — 5372 and 5392 Quail St. Rezoning April 23, 2018 Page 3 allowing detached accessory structures or RV and boat storage within the development. This is typical of some of the City's more recent Planned Residential Developments. RECOMMENDATIONS: Having found the proposed rezoning in compliance with the criteria for review in 26-112.E, staff and the Planning Commission forward to Council a recommendation of approval of this private rezoning request. RECOMMENDED MOTION: "I move to approve Council Bill No. 09-2018, an ordinance approving the rezoning of property located at 5372 and 5392 Quail Street from Agricultural -One (A-1) to Planned Residential Development (PRD) on second reading and that it take effect 15 days after final publication for the following reasons: 1. City Council has conducted a proper public hearing that meets all public notice requirements as required by Section 26-109 of the Code of Laws. 2. The requested rezoning has been reviewed by the Planning Commission, which has forwarded its recommendation of approval. 3. The requested rezoning has been found to comply with the criteria for review in Section 26-112.E. of the Code of Laws." Or, "I move to postpone indefinitely Council Bill No. 09-2018, an ordinance approving the rezoning of property located at 5372 and 5392 Quail Street from Agricultural -One (A-1) to Planned Residential Development (PRD) on second reading for the following reasons: 1. 2. 3. " REPORT PREPARED/REVIEWED BY: Zack Wallace Mendez, Planner II Kenneth Johnstone, Community Development Director Patrick Goff, City Manager ATTACHMENTS: 1. Council Bill No. 09-2018 2. Planning Commission Staff Report 3. Planning Commission Minutes CITY OF WHEAT RIDGE INTRODUCED BY COUNCIL MEMBER MATHEWS COUNCIL BILL NO. 09 ORDINANCE NO. Series of 2018 TITLE: AN ORDINANCE APPROVING A ZONE CHANGE FROM AGRICULTURAL -ONE (A-1) TO PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH AN OUTLINE DEVELOPMENT PLAN (ODP) FOR PROPERTY LOCATED AT 5372 AND 5392 QUAIL STREET (CASE NO. WZ-1 7-11 /CLARK) WHEREAS, Chapter 26 of the Wheat Ridge Code of Laws establishes procedures for the City's review and approval of requests for land use cases; and, WHEREAS, Summer Clark of SCHAL Investments, LLC has submitted a land use application for approval of a zone change to the Planned Residential Development (PRD) zone district for property located at 5372 and 5392 Quail Street; and, WHEREAS, the City of Wheat Ridge has adopted a comprehensive plan— Envision Wheat Ridge—which calls for residential uses along Quail Street north of Ridge Road; and, WHEREAS, the subject property lies equidistant between two Gold Line stations, and the housing stock in the area is diversifying with the rail line catalyzing new development in the area; and, WHEREAS, the City of Wheat Ridge Planning Commission held a public hearing on March 15, 2018 and voted to recommend approval of rezoning the property to Planned Residential Development (PRD), NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COLORADO: Section 1. Upon application by Summer Clark for approval of a zone change ordinance from Agricultural -One (A-1) to Planned Residential Development (PRD) for property located at 5372 and 5392 Quail Street, and pursuant to the findings made based on testimony and evidence presented at a public hearing before the Wheat Ridge City Council, a zone change is approved for the following described land: A PARCEL OF LAND SITUATED IN THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6T" PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89°37'16"E ALONG THE EAST -WEST CNETERLINE OF SAID ATTACHMENT 1 SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00°12'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 499.28 FEET; THENCE S89°34'25"W ALONG A LINE 160 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16 A DISTANCE OF 430.76 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00°15'01"W ALONG SAID EAST LINE A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89°37'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE NORTH - SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00015'01"W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING. Section 2. Vested Property Rights. Approval of this zone change does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Code of Laws of the City of Wheat Ridge. Section 3. Safety Clause. The City of Wheat Ridge hereby finds, determines, and declares that this ordinance is promulgated under the general police power of the City of Wheat Ridge, that it is promulgated for the health, safety, and welfare of the public and that this ordinance is necessary for the preservation of health and safety and for the protection of public convenience and welfare. The City Council further determines that the ordinance bears a rational relation to the proper legislative object sought to be attained. Section 4. Severability; Conflicting Ordinance Repealed. If any section, subsection or clause of the ordinance shall be deemed to be unconstitutional or otherwise invalid, the validity of the remaining sections, subsections and clauses shall not be affected thereby. All other ordinances or parts of ordinances in conflict with the provisions of this Ordinance are hereby repealed. Section 5. Effective Date. This Ordinance shall take effect 15 days after final publication, as provided by Section 5.11 of the Charter. INTRODUCED, READ, AND ADOPTED on first reading by a vote of 8 to 0 on this 26th day of March, 2018, ordered it published with Public Hearing and consideration on final passage set for Monday, April 23, 2018 at 7:00 o'clock p.m., in the Council Chambers, 7500 West 29th Avenue, Wheat Ridge, Colorado, and that it takes effect 15 days after final publication. READ, ADOPTED AND ORDERED PUBLISHED on second and final reading by a vote of to , this day of , 2018. SIGNED by the Mayor on this day of , 2018. Bud Starker, Mayor ATTEST: Janelle Shaver, City Clerk Approved as to Form Gerald Dahl, City Attorney 15t publication: March 29, 2018 2"d publication: Wheat Ridge Transcript: Effective Date: 103 CASE MANAGER: CASE NO. & NAME: ACTION REQUESTED: City of Wheat�idge CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT Planning Commission MEETING DATE: March 15, 2018 Zack Wallace Mendez WZ-17-11 / Clark Approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan (ODP). LOCATION OF REQUEST: 5372 and 5392 Quail Street APPLICANT (S): Summer Clark, SCHAL Investments OWNER (S): Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust Gregory Skalla APPROXIMATE AREA: 230,432 square feet (5.3 acres) PRESENT ZONING: � Agricultural -One (A-1) COMPREHENSIVE PLAN: Neighborhood ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) COMPREHENSIVE PLAN (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Planning Commission Case No. WZ-17-11 / Clark ATTACHMENT 2 1 Site JURISDICTION: All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST Case No. WZ-17-11 is an application for approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan (ODP) for property located at 5372 and 5392 Quail Street. The purpose of the request is to permit development of single- family detached homes and townhomes (referred to as single-family attached). Rezoning to a planned development in the City of Wheat Ridge involves a two-step process. The first step is the Outline Development Plan, which, if approved, changes the zoning designation on the land, establishes allowed uses and development standards for the property, and establishes access configurations for vehicles, pedestrians, and bicycles. The second step in the process is the Specific Development Plan (SDP), which focuses on specific details of a development such as fmal drainage, architecture, lot layouts, and specific building location and orientation. The SDP must be found to be compliant with the ODP in order to be approved. The applicant is requesting a two-step approval, which is permitted pursuant to Section 26-302 of the Municipal Code. The ODP document requires public hearings before the Planning Commission and the City Council, with the City Council being the final deciding body. If the ODP is approved, the applicant can apply for SDP approval. SDP applications must be heard at a public hearing before the Planning Commission, who is the final deciding body for SDP approval. A subdivision plat will also be required with this development, and will be reviewed by Planning Commission and City Council. II. EXISTING CONDITIONS/PROPERTY HISTORY The subject property is located in a northern peninsula of Wheat Ridge, and is surrounded on three sides by the City of Arvada. It is located along Quail Street north of Ridge Road and south of 54' Avenue. Less than 500 feet south of the subject property is the Quail Ridge Estates subdivision, a planned development approved in 2006 for 25 homes. Construction in Quail Ridge Estates is currently underway and several homes are complete and have been issued Certificates of Occupancy. The subject property consists of two parcels, each of which contains a single-family home. The existing single-family homes were built in the late 1920s and early 1950s and have been utilized for residential and agricultural uses since that time FExhbi T, Aria. The site is zoned Agricultural One (A-1), which allows for residential estate living within a quasi -rural or agricultural setting f, hzbit 2 ngMai)• To the north and east of the subject property is the Skyline Estates neighborhood in the City of Arvada. This area consists of single-family homes constructed throughout the mid -2000s. To the southeast along Ridge Road, also within the Skyline Estates neighborhood, are five 8 -unit apartment buildings. To the west of the subject property is a large vacant parcel within the City of Arvada. The current zoning on the property would allow residential uses to the north and industrial uses to the south. The City of Wheat Ridge recently received a referral from the City of Arvada for a proposed rezoning of this property to allow for approximately 500 dwelling units, consisting of single-family detached homes, paired homes, and apartments. This proposed development (Haskins Station) is currently under review by the City of Arvada, and has yet to be heard by the Arvada Planning Commission or City Planning Commission 2 Case No. WZ-17-11 / Clark Council. To the south of the subject property are two properties agriculturally zoned and utilized for single-family homes with potentially some accessory agricultural uses. Further to the south is the aforementioned Quail Ridge Estates development, zoned Planned Residential Development. III. OUTLINE DEVELOPMENT PLAN Attached is a copy of the proposed Outline Development Plan (ODP) which contains two sheets rtt 3, Outltie Develprnent Ply). The first page is a typical cover page with certification and signature blocks for the property owners, and Planning Commission, City Council, and Mayor. Also on the first page is a character of development statement, list of permitted uses, and other notes. The second page incudes the conceptual layout of the property, including right-of-way, alley, and open space locations. Additionally, this page establishes the development standards that will govern future development on the site. Allowable Uses The property is currently zoned Agricultural -One, which allows for single-family homes on a minimum of one acre of land in addition to a variety of agricultural related uses such as farming, farmers markets, produce stands, riding academies and public stables, and governmental buildings and schools. The applicant has proposed allowances for single-family attached and detached homes and open space. Also allowed as accessory uses are home occupations and household pets. These accessory uses are in line with all residential zone districts in the City, and would be subject to the underlying regulations within the Code of Laws. Additionally, the applicant has proposed not allowing detached accessory structures or RV and boat storage within the development. This is typical of some of the City's more recent Planned Residential Developments. Site Configuration The ODP proposes 14 single-family homes located along the northern and eastern edges of the property, providing a buffer between existing single-family homes in Skyline Estates and the proposed townhomes which are centrally located on the site. The applicant has proposed a maximum of 42 attached (townhome) units located within 8-12 buildings, with 3-6 units per building. The single-family detached homes will gain access from the public right-of-way with garages and front doors facing the street. The townhomes (single-family attached) are proposed to gain garage access from alleys, while front doors face the proposed streets and open space areas. Lot Size Lot sizes are proposed to be a minimum of 4,500 square feet for single-family detached homes. The attached homes will be governed by building size, and limited to 3-6 units per building. As is typical with any townhome development, each individual unit would be exempt from any lot size, interior setback, or lot width standards. Front and rear setbacks apply, as do side setbacks for the building as a whole. Setbacks Single-family detached homes will be required to have a minimum 10 -foot front yard setback, with a variation of at least 2.5 feet to provide some variety in the front setbacks along the street. No two adjacent homes or homes across the street shall be allowed the same front setback. Side setbacks are proposed to be a minimum of 5 feet, with rear setbacks proposed to be a minimum of 15 feet. The ODP document currently indicates a minimum rear yard setback of 10 feet, and as such, revising this figure to 15 feet is a condition of approval. Planning Commission Case No. WZ-17-11 / Clark For the attached homes front and side yard setbacks facing the street or an alley are proposed to be a minimum of 10 feet. Front and side yard setbacks facing open space are proposed to be a minimum of 5 feet. Rear setbacks along alleys are proposed to be allowed a 0 foot setback. The proposed side and rear setbacks are largely consistent with the City's standard residential zone districts and create appropriate buffers from surrounding neighborhoods. The 10 -foot front setbacks are appropriate for the proposed neo -traditional urban design and will help establish the character of this neighborhood. Height The maximum height permitted within the development is consistent with the current A-1 zoning and the maximum height permitted in all residential zone districts across the City at 35 feet. Lot Coverage/Open Space Single family detached homes are limited to 60% lot coverage, leaving the balance of the lots for driveways and landscaping. Landscaping for the single-family home lots defaults to Section 26-502 of the Code of Law which requires no less than 25% of the gross lot area be landscaped, and no less than 100% of the front yard be landscaped. The aggregate open space requirement for the single family attached homes in the central part of the site is 30%. Two primary open space amenities are proposed to traverse the site east to west connecting Quail Street with Pierson Court. Access Quail Street is the proposed point of access into the development. Currently Quail Street extends north from Ridge Road as a full width street through the Quail Ridge Estates, and then as a substandard street until it dead -ends within the subject property (xiabat 4 _. This proposed development will bring Quail Street through the subject property and connect with West 54' Avenue in the City of Arvada. Much of this Quail Street right-of-way from Quail Ridge Estates to W. 54t' Avenue is proposed to be located within the City of Arvada. The development plan for Haskins Station (the project to the west) proposes that as Quail Street extends north from Quail Ridge Estates it shifts west into the City of Arvada. This is necessitated by the fact that adequate right-of-way does not exist along Quail Street in front of the two properties which are not redeveloping between Quail Ridge Estates and this proposed Quail Run development. As shown in the section view on Sheet 2 of the ODP, the current development scenario proposes that only the eastern sidewalk along Quail Street would be located within the City of Wheat Ridge. The construction of Quail Street is necessary in order for the subject property to develop. If for some reason the Haskins Station project does not advance or does not advance at the same pace, the future Specific Development Plan (SDP) and subdivision plat applications for Quail Run will also not advance to public hearing until there are assurances that an adequately wide Quail Street is able to be constructed within dedicated right-of-way. These are conditions of approval of this SDP. In addition to Quail Street, a proposed Pierson Court, and two east -west public streets will provide access within the property. Pierson Court will also extend south and provide access to the detention pond and in anticipation of future street extensions. These will be dedicated by the future subdivision plat. Architecture For single family homes, the applicant has proposed a front fagade masonry requirement typical of single-family PRD's in the City, but with an aggregate calculation rather than a requirement for each Planning Commission 4 Case No. WZ-17-11 / Clark home. The applicant has requested this aggregate calculation in order to maximize the variation in architectural style between the homes. Staff is supportive of this approach as it will allow for unique and differing styles from house to house, and allow for a range of architectural styles, some of which may not require any masonry, while others rely heavily on the incorporation of masonry. For the single-family attached (townhomes), the developer has proposed utilizing the City's Architectural and Site Design Manual for multifamily architecture. The City is supportive of utilizing these existing standards. Parking The ODP requires that every home have a garage that accommodates two cars. Additionally, on -street parking has been provided along Pierson Court, Quail Street, and the two east -west public rights-of- way. At the request of adjacent neighborhoods, no on -street parking will be provided along 54t' Avenue in Arvada. Drainage With an ODP, applicants are requested to provide preliminary drainage information that indicates a conceptual design for drainage facilities. A full drainage report and final design is not required until the subsequent SDP or plat applications. The ODP proposes a large detention pond at the southeast corner of the property, partially located on-site and partially located off-site. The applicant is negotiating with the property owner to the south to purchase a portion of their property for drainage purposes. It should be noted that the sale of a portion of the neighboring property cannot be finalized until a plat is recorded, officially subdividing the land. The applicant has also acquired an 8 -foot strip of land which runs between 546' Avenue and the northern edge of Quail Ridge Estates between the subject property and the Skyline Estates subdivision. This area is planned to be utilized for some drainage conveyance. In order for development to occur, the City will need to receive signed agreements between the developer and any affected Parfet Street homeowner. This is a recommended condition of approval. Relationship to Surrounding Area The site planning for this ODP has been sensitive to the immediately surrounding land uses, while also recognizing this property's location between two commuter rail stations and the higher density development occurring in the areaExhtbat S, Area!}verviw shows this area of Wheat Ridge/Arvada at a higher level and demonstrates the key catalysts (Arvada Ridge Station and Wheat Ridge - Ward Station) prompting a variety of development proposals in this area. Much of the existing single-family residential areas were entitled and built prior to RTD's FasTracks plan being approved by voters in the mid -2000s. As a result of this voter -approved transit investment, and two stations being located in the immediate area, many vacant or underutilized pieces of land are currently under construction or undergoing entitlement processes to develop a variety of housing types. These projects include: • Quail Ridge Estates: small lot single-family development. • Arvada Ridge 2: additional multi -family north of the existing Arvada Ridge apartments. • Former Jolly Rancher site: A developer has held a pre -application meeting with Staff regarding a townhome development. Planning Commission Case No. WZ-17-11 / Clark • Hance Ranch: the northern portion of the property has been approved for townhomes, and a pre -application meeting has been held with a developer wanting to build multi -family on the southern half. • Haskins Station: proposal for approximately 500 dwelling units consisting of both large and small lot single-family homes, paired homes, and apartments. Within this context, Quail Run is located halfway between the two rail stations and is immediately adjacent to existing single-family residential. As such the northern and eastern edges of the property are buffered with single-family homes. This transitions to townhomes moving southwest towards the proposed Haskins Station development and the development projects occurring around the Wheat Ridge • Ward Station. IV. ZONE CHANGE CRITERIA Staff has provided an analysis of the zone change criteria outlined in Section 26-112.E. The Planning Commission shall base its recommendation in consideration of the extent to which the following criteria have been met: 1. The change of zone promotes the health, safety, and general welfare of the community and will not result in a significant adverse effect on the surrounding area. By orienting denser residential uses on the west side adjacent to planned future development, and by buffering the existing Skyline Estates neighborhood with single-family homes, the change of zone will not result in adverse effects on the surrounding area. Portions of the subject property are underutilized, and have been the subject of Code Enforcement action in the past. The Planned Residential Development zoning is expected to have a positive impact on the neighborhood both aesthetically and from a property value perspective. The subject site serves as a transition between lower density residential uses to the east and higher intensity uses planned and under construction to the west, and supports compatibility between future redevelopment, existing land uses, and nearby transit stations. Staff concludes that this criterion has been met. 2. Adequate infrastructure/facilities are available to serve the types of uses allowed by the change of zone, or the applicant will upgrade and provide such where they do not exist or are under capacity. All responding agencies have indicated they can serve the property with improvements installed at the developers' expense. Should the zone change be approved, a more detailed review will occur at the time of the Specific Development Plan and subdivision plat. Staff concludes that this criterion has been met. 3. The Planning Commission shall also find that at least one(1),of the following conditions exists: Planning Commission Case No. WZ-17-11 /Clark a. The change of zone is in conformance, or will bring the property into conformance, with the City of Wheat Ridge comprehensive plan goals, objectives and policies, and other related policies or plans for the area. Envision Wheat Ridge, the City's 2009 comprehensive plan E_hbits,Xo relaerts ve .Plan), identifies this area as a Neighborhood. This designation calls for places for people to own homes and thrive and where residents of all ages can live safely and comfortably. The plan includes the following goals for the Neighborhood designation associated with this location: 1. Maintain and enhance the quality and character of Wheat Ridge's established neighborhoods. 2. Increase housing options. 3. Increase investment and stability in Neighborhood Revitalization Areas. The buffering of the existing single-family homes will help maintain and enhance the quality and character of the established adjacent neighborhoods in both Wheat Ridge and Arvada. The proposal provides an increase in housing options for the City. The applicant has proposed a mix of single-family homes and townhomes located approximately half -way between two RTD Gold Line stations, providing potential buyers with several options in close proximity to transit, Interstate 70, and adjacent commercial services. Finally, this increased investment in the area will help bring stability to underutilized and difficult to maintain large parcels which have been subjected to Code Enforcement action in the past. Staff concludes that this criterion has been met. b. The existing zone classification currently recorded on the official zoning maps of the City of Wheat Ridge is in error. Staff has not found any evidence of an error with the current A-1 zoning designation as it appears on the City zoning maps. Staff concludes that this criterion is not applicable. c. A change of character in the area has occurred or is occurring to such a degree that it is in the public interest to encourage redevelopment of the area or to recognize the changing character of the area. The areas along Ridge Road between Kipling Street and Ward Road have, and continue to see, development pressure based on the construction of the RTD Gold Line. Closer to Ward Road, the City of Wheat Ridge has seen development interest that capitalizes upon the proximity to a commuter rail station in the form of townhouse and multi -family developments. Large portions of land near the Wheat Ridge - Ward Station are zoned Mixed Use -Commercial Transit Oriented Development (MLT -C TOD), which encourages densities and uses compatible with close proximity to a transit station. The City of Arvada has seen similar interest and development closer to Kipling Street, with upwards of 350 established apartments and approximately 300 apartments under construction at Arvada Ridge. Between Kipling and Ward, the Skyline Estates subdivision consisting of single-family homes and condos was Planning Commission Case No. WZ-17-11 / Clark constructed between the early and late 2000s. Quail Ridge Estates, directly to the south of the subject property, is currently under construction. Development interest is also present on the vacant parcel to the west, proposed to have single-family homes, townhomes, and apartments. iehhi zt ?� Area ()u rvie_W) The proposed development complements both the existing character and the changing character of the area. Staff concludes that this criterion has been met. d. The proposed rezoning is necessary in order to provide for a community need that was not anticipated at the time of the adoption of the City of Wheat Ridge comprehensive plan. The proposed rezoning does not relate to an unanticipated need. The Comprehensive Plan was written with the rail station in mind, and anticipated residential neighborhoods at this location. Staff concludes that this criterion is not applicable. Staff concludes that the criteria used to evaluate zone change support this request. V. NEIGHBORHOOD MEETING Pursuant to section 26-109 of the Code of Laws, the applicant notified all property owners and residents within 600 feet of the site of the neighborhood meeting. Neighborhood meetings are required prior to submittal of an application for a zone change. Prior to the neighborhood meeting Staff received two letters stating concern with the proposed development. Both raised similar concerns regarding high density development and drainage, and one letter stated concerned about a loss of treesExhbat 9; LetteYs prior to 1Veghborhaod Meetatl. The neighborhood input meeting was held on December 5, 2017. Approximately 22 members of the public attended the meeting in addition to the applicant and staff. During the meeting concerns were raised about the townhomes fronting 54' Avenue, traffic impacts on Ridge Road, and general 4uestions_regarding architecture, drainage, and potential price points `exhibit 1(�,1Veaghborhood eetin After the neighborhood meeting and prior to receiving the formal application, Staff received one additional letterExlzbst I, Letter After lYhborhood Meeting) which discouraged multi -family homes in this development, but also stated that if the City will permit multi -family homes, it is requested they not be located along 54th Avenue, as was proposed on a draft site plan shown at the neighborhood meeting. The letter preferred single-family homes along 541h Avenue for compatibility with the neighboring Skyline Estates neighborhood. The letter also requested parking not be located on 54' Avenue, as was presented on a draft site plan. Staff and the applicant acknowledged these neighborhood concerns, and as a result the site plan presented to the Planning Commission is different that the plan shown during the neighborhood meeting: the townhomes have been internalized, parking has been removed from 50 Avenue, and all homes along 50 Avenue are single-family homes. Planning Commission 8 Case No. WZ-17-11 / Clark Public noticing is also required prior to public hearings. This noticing began on March 1. As of the finalization of this Staff Report on March 9, no comments, letters, or calls have been received by Staff. Any letter submitted between March 9 and the Planning Commission public hearing on March 15 will be entered into the record and distributed to the Commissioners during the public hearing. VI. AGENCY REFERRAL All affected service agencies were contacted for comment on the zone change request and regarding the ability to serve the property. Specific referral responses follow: Wheat Ridge Public Works Department: No comments. Valley Water District: Connection can be made via 54t` Avenue, applicant needs to work with Valley Water and Denver Water on creating a secondary access point, likely within Haskins Station right-of-way. Clear Creek Valley Sanitation District: Applicant will need to work with district to extend the main into the property. Access through the 15 -foot Quail Street right-of-way to the south is acceptable. Arvada Fire Protection District: Standard comments provided regarding access and compliance with the International Fire Code. Additionally, the applicant requested that two alleys be allowed a minimum unobstructed width of 24 feet wide, when 26 feet is typically required. Due to the other access options, the Fire District finds this to be an acceptable modification. City of Arvada: Regarding drainage, Arvada noted that coordination with effected property owners in Skyline Estates is necessary. Wheat Ridge Police Department: No objection. Century Link: No objection. Xcel Energy: No objection. VII. STAFF CONCLUSIONS AND RECOMMENDATION Staff concludes that the proposed zone change promotes the health, safety and general welfare of the community and will not result in a significant adverse effect on the surrounding area. Staff further concludes that utility infrastructure is adjacent to and can serve the property at the developer's expense. Finally, Staff concludes that the zone change is consistent with the goals and objectives of the Comprehensive Plan by promoting neighborhood compatible uses and promoting reinvestment in an older slowly diminishing agricultural peninsula of Wheat Ridge. Because the zone change evaluation criteria support the zone change request, staff recommends approval of Case No. WZ-17-11. Planning Commission Case No. W7-17-11 / Clark VIII. SUGGESTED MOTIONS Option A: "I move to recommend APPROVAL of Case No. WZ-17-11, a request for approval of a zone change from Agricultural -One to Planned Residential Development with an Outline Development Plan (ODP) for property located at 5372 and 5392 Quail Street, for the following reasons: 1. The proposed zone change will promote the public health, safety, or welfare of the community and does not result in an adverse effect on the surrounding area. 2. The proposed zone change is consistent with the goals and objectives of the City's Comprehensive Plan. 3. The proposed zoning includes a circulation network that supports the City's 4. The proposed zoning establishes enhanced design controls related to site design and architecture that will result in a high-quality development. 5. The criteria used to evaluate a zone change support the request. And with the following conditions: 1. The Quail Run specific development plan and subdivision plat shall not be reviewed at public hearing until Quail Street has been dedicated as public right-of-way on the adjacent property to the west or on the subject property. 2. If final utility and/or drainage designs affect off-site property owners, written authorization shall be provided from those owners prior to public hearings for the Quail Run subdivision plat. 3. Revise single-family attached minimum rear yard setback to 15 feet. _Option B• "I move to recommend DENIAL of Case No. WZ-17-11, a request for approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan (ODP) for property located at 5372 and 5392 Quail Street, for the following reasons: 1. 2. Planning Commission 10 Case No. WZ--17-11 /Clark EXHIBIT 1: AERIAL r� Cify of WheatR�dbe Geographic Information Systems Legend Subject Property City of Arvada i - 54Tfi� LN ------ I — --54TH AV' w 2�, 7 r 'A�. �a A , o.AS.... E• I }, Planning Commission Case No. WZ-17-11 /Clark J. we swe Plene coaranuft PTo*wn N CobmdoC &.1Zcne Denim: r"83 11 -- 54TH , PL--, z.� aML- ..I, _... — ••fir _i `� — we swe Plene coaranuft PTo*wn N CobmdoC &.1Zcne Denim: r"83 11 EXHIBIT 2: ZONING MAP LJ tmge r" Geographic _ Information Systems Lenend Q Subject Property - 54THJLN— — Wheat Ridge City Limits j D1spWeyed Zone Dlstricts Agdcultural-One (A-1) j•+ ►• Planned Residential Development (PRD)!` >k � �e v � t�rarw; 1E Planning Commission 12 Case No. WL --17-11 / Clark �i1 � 1• i r _ a D _ Mm a Sea Plane CoorduoM ProJoo6on N Gcbnda Cert Z" A DaWM: NAD$3 r ` F� Planning Commission 12 Case No. WL --17-11 / Clark �i1 � 1• i r _ a D _ Mm a Sea Plane CoorduoM ProJoo6on N Gcbnda Cert Z" A DaWM: NAD$3 r ` Planning Commission 12 Case No. WL --17-11 / Clark EXHIBIT 3: OUTLINE DEVELOPMENT PLAN Attached as an 11x17 document on the following page. Planning Commission 13 Case No. W7,17-111 Clark OWNERS CERTIFICATE The babes Milled oyesdq, of lepenY delineated 096,41) theself, do teeny Gena Natthe Prepay Molly daesclbed hereon till be enveloped es e Plane Devakpnwd in aaodense wHh the uses, nsbkk-end aMNons sonmined M fids plan, end as my ous ewba W Retained by law. l (we) wether magma lhelDa appeased oda mw*g to Passed Dawkpmet4 entl appnsal altos a.UM desebpmeM dew, does see sct eaa—ted ---right. V6Md paP6y deft my only NM, not scan. Pawent to fire pnslabse a Steaks 26121 ate Went Ridge Cede a Lane. Ann rJ. AM Berinn J.Mo AMur Joel Aho Revocable Trete Berbera Jsen Aho Ravo.ble Trot Slals acoMndo CountyofJones— TM MepeWp IMnmasa was edenoaAetlped loll, me thM _day of, A.D.2D_y V&nm M head ad of alM eel, My alnmle ,pm: Notry PUEBs Greeny R. emu ft. a Oobude Ce..V a Jeltnon no fenega" leabaaeea wan etlmoYMdoed btn me this _day ofA.D. 20 by_. Milassn my WW ad offeld-1.Myammisebneapi— Jsel L. LubkM Dawn R. L.M., Slat acoged. Cluny of JMlamn TM foragang Mtnmedwaa adm"dged befma ase this _by et_, AD. 20_ by Wthm my hell and oM bl mal. My ardent elon npbss: Wiry Puak Sommer Cast, Stb ofCoknda Cowry of Jad— 7M Ineyang M4um al wee edmowNdeetl before Ise this _day 0A.D. 20_y VAR—my Mas and. lsill. My oonimem,..plres: QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO P L VICINITY MAP (NO SCALE) 1AND IRETABIE if e'LS TTA[HPoSIN 11TASY IDIS 1A Ef HEDSINGLE FAMILY NDMES tT kl tl.Ti SPACF INMFTAPINfi fl INW REItvNlEYS sta.-41 -st CHARACTER OF NEIONBORHODD: TIYS PIAwJ®RE9IIDFMLY �VELOFMEM WILL ENW Vi ENJ TIMER LmLREOItFILL AREAON THE NDR!¢JWM06TTIPOF T. MG— LA IN WFfAT BDOE81BPOOOEOBY OAVAIM NEBXSQ000ID9 T011EE0.9T, FORTMMDAFUIUtE NBONadiX0001b 11EWDAT.TME BEYELEP PROM01E4 MMME , GONN MSS/ N!0 INIERMfION WlIX1XE tNARWNDNO COYMtNITIEe. RPROMIE991ND1E FAMILY AlTAC1E0 AN D DETADIED RENBENI IAL HMAE6 AND MEETS ME sell' CF LW PAT RroOE CODEREONALNENf90F9 ON IMED TEPLiDP09EODIWMDIEMI9A 1RMNSmONAL NEMHBOPIOOCOEBI6NFD TONLOW BIIFFDIINO MNDDENBItt FORM MFROMTMESKYLINEESTATEBOEVEIOPMEMTOTMEEASTANONDATH,AND FORnOXEADEN9Ty MI0.0FAMILY ATOI YAWT.T1ENDDIBOPIDIDID FEAIMREEAUNOIIEDMROCTEA ARCVOAIEJpALDEkGNCTHA=FSIGN4 ORMESWILLFEAAMETRADITNYNLA%M.—LDE6ONW OPEN. TSOFlYTONE OR BPoCK� THE DEVELOPMENT FFATLBEBCENIMLLAFO9CWEDOPEN SPACE NL01NN0 RESDDJTB TOENKR THE NANRAL BEAUTY OFTHEPAFA CREATING eIC COMMUNITY4FiODY.MATEEMPMIDCOLORMCONM9WILLWPRETWT .IMM DIU EPlN OEF6 1,2DOPUN TOAFFlRMCDISBTBRBTRE MRE.HOMW WLLVARY IN AAN AC1IVE11JDo-4a6 BOLWPEFEETM-.TREET RAIUREB CRFATIND Nis ATIRACINE ANO AE9TXERCALLY APPaW N0 ETNA r8b1PE. 11E NENNebRHOODwlLLFFATMEEMRY SONAOEWRNTPEEO ROMUNWGPoNOALONG B FOGE89ROODS. TV PEIDEBMWNFAIENOLY NBOIELOAL9CONVENEM A.CCE83 TOBU91t0UlEe, AM OOLIMUTERRNL ON BOGEMV.ER00➢.ONelT1EET PARNNO 4NLLBEPROVIO®ONOTYp119UC eDEEF& OPD Al TH60U11JNEDEYELOIMEM PIAFJ I600NCEPTWL W lMTURE SPEDFlC OEVELOPMEMELDAEMB BUD/A9 BITE LAYOUT MIDBWLgNO ARGIIITECTUNE IMVE NOT9ElOtAWRE89EOIDN THIS WG1l1EM. A9 AREBLLT, ASPEOFlC DEVELOPMENT PLM/MUST 6E MBNITlEp ANO APPROVED BY TME DTY OF YAAE4T PoDGE PROP M THE BUBMI TTN OF A RIGHT#A W V OR BURDNG PERMR APPICATIDt MID Mtt 6UB9E W EM 811E OEYELOPMEM. DRAINAGE CONSIDERATMNS: PER DTY OF 1—ROGE9ITE DtNNAOE REOVIRELIENTA WATER GLWUIY FEATDIE9MAY BE LOCATED THROUGHOGT THE SITE, MDA MTENNONFADLm IB PRGFU9ED THE MOPERTV. A RHMDRAIN4GE REMRT. DEEPER, ANOEASEMENT WAll PRWOM WTH THEWBDWMONPIAT.THEII WLLMR®PONSBME RMNNTEN M. FLOOD PLAIN PHASING: THISPFgJECr19JWTICIPATEGMHAVEONLYOFEPHna PHASING. IF REQUIRED, WILL NOT REQUIRE AMENDMENT CASEHISTORY: CLYEa V&17-11 CITY CERTIFICATION App dthis_dayal ythe VWeet NMge Cy Coundl. MmKorerene, ATTEST 1. OARYtOHEET 2, PREUM—STEPVW Cy CMrk Mayor SURVEYORS CERTIFICATE L JOHN P. EHRHART. DO NEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE SY ME OR UNDER MY DIRECTBUPERVISION ANOTO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVMED EDITKIN M AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. P'Mn �[Nla lc JOHN P. EHRHART, PLS 20114 QUAIL RUN PROPERTY DESCRIPTNIN •ZONING: A PARCEL OF LAND 51— INTHE SOMHEASTOLMRIEP OF 1tENDDHAEBT WARTElt OF6EC110N16, MWFBMPeELR1,RARGENWESTOFTHEBMPle PNIJERIDAKCDUNLYOFEFIFERSDNETATEOF COLOPA W, BD N0 MORE PARIKAAARLY DE8[AIBFD Ae PoLLtYylB RB9MIN10 AT1NE NORTIF—SETEENINODRNEROF VL eEC11FEET ENC1—THTIEEALDNETISe EIBT.WE6TCENIEESTA OF&VDBECIIdJ 13ADHIAlICEOF 411.14 FEETTOTIE NDRTHaEST CORNEROF TM MBnLnEEBMON.2ADS'r EOF4 H ff".TKMM Way ALOOFBLODfI FMT MINUM 61MM�FANO BFLIMIMT A BOUTEOFAW3BpFJiP,TIENCESEP]RSWALONGAUNEtp3FEET NORIN OFANDPARALLEL WITH THE BOIJIX UNEOF ME NDtIH2ACiE90F1FIEWE9T 14 MAEBOF THE 340 ONTIEFASI UNE OFPROPERTY CONVEYEOTO J!}FENSONCOUNII'8Y [EEDPECOAOEDAPPoL 41ESeAT RECEPIMNM0. 6TlHTb: 111BICE 1DP1BetY1ALONg 4NDEA8TIaAEADBTNICE OF 10.W FEETTOTHE NORMEASTCORNEIt OFBAD PRGPERIY;IMENOEai'aT1pYlAtONOl1ENDRXLbIE tF deg PRWERIYA 4BTANOE aFw.afEEI TOAPDM ON1XE NORM6Lk1TI10EMDill1EOFBNO NORTMAEATOLLnR1FAOF SEC110N1ROIENCENM'1Jro1WNONO6AMCEtDEWNEA018TANCE Ks6QW FEETTOTNE PONE@ COMNNNG ]91,111 BGlM1E FTET OR 5992 AUE4 MDEOR IE66, 9ABI9GF eFliRp1G9'. Nen-Y4T$NOISFTXEIABT.LWSICEMERIINE GFSFLIMN t4 M SIOAN MEPEdN. SEE SHEET 2 OF 2 FOR DEVELOPMENT STANDARDS ALLOWED USES: TN S P LANNED RESIDENTIAL DEVELOPMENT D6MOT (PRq IS ONDSIK3lEFAMILY ATTALXEDUBE6 AMTMECOMMABIE WTH ADMCENr ED6TW0 RESOEMMLANDOPEN SPACE IJ9E8. 1. USER 2.1. _ ALLOWEDUSES TIDIED ELLING 3.1.2 SNGLEFWILY ATTACHED MDYEWNG 21a. OPBteP,V>E 221 --UFA- 2- IOUIEHOLDPER OUASI-PUBLIC AND PUBLIC UTILITY LINES, STOMA DRAINAGE. EAMTAM �Y+ETt ANO WATER SIFRY FM UAE@. DEDDEOACCESSORYeTRUCLURESAREWTNLOWED WANDBOATSTORAGEARENOTAI—EO, PLANNING COMMISSION CERTIFICATION Resamm6nMdbrapprovellltls_daYa bylho Wheel Mtlge PeaSp CommtMa. COUNTY CLERK AND RECORDERS CERTIFICATE elatacalande ) >as Cauntya JelMran 7 I INny anlythMthis plan Mas Red In the office of tha Coay DWk end Raa nqr of JeMeRa Cony w Gases, Cabratlo, al_oskde_ M. an sN_dya _A.D.,t B.IL_, Pile_ Raapun No. JEFFERSON COUNTY CLERKAND RECORDER ay: DOpuly PROJECT INFORMATION: OWNER/DEVELOPER: 6CNAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO3021S 3038168137 SUMMER20L4RKGGMAIL.CCM CONTACT: BUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12705 DEER CREEK DRIVE OMAHA. NE W142 4023961171 SJUSTERGIUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E 811 —8112au61NESS —1NADJMLEGr GREmuwG, GRAOEOR EXCAVATE FORMARRND OFUNDERGRWND MEMBER UTILITIES JUSTER DML ENGINEERINS NCE) ASSUIESNORESN9N [1N VEMFYTHE S2E, MATERIAL, HORIZDNfALANID VERTKML LOGTION OFALLIT REB-CRTOCOMMENCEN OFAM CONSTRUCTION. 9u� JUST C—Es" 0-0Ee 12708 DEER Cl OMAHA NE 681 s)uMelQl7uelsrdMNR Project: Quail Run 1712001 Address: 541h Avenue 8 QL City of Wheat Rini Revisions Sheet Title COVERS Sheet 1 OF QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF ARVADA CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO DEVELOPMENT STAxDARDB ,, usE AREA. LEGEND I. 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NGLE FAMLY AnALIED MaFTECNRE i �.WLLCp.10.Y W11HCH•PIEft J,90F TIENE]nOLRE 1AN09TE I OE9pN MgNUM. iNE IMIERVLL VANANIXI REpUIREMEMBPMLNDT MPLY TO 11EALLE'I FAdNO F/ A0E8 L FRONraooKs srlaLlo N¢ aRENlmromRDe FLeLpRwHraF-vwr I i Ano DPENOPACE puss ervILtNOme 12708 DEER OMAHA NE 81 •lumr�lwNl¢MN EXHIBIT 4: QUAIL STREET Shift in Quail Street in order to accommodate a functional street for Haskins Station and Quail Run. AuErsl` w a It filler nyo Z -� iM6r�� _ O 1A Mn=p t c bates : �a T m -+ C litsr „ne ri, C r m p M 1 oreuwxvr`= _ _ M 'D r r I•.\¢ y�i� ;�� '/ �• t ii ZIT Ofn T n R1 1� Z =�i f =� m=� t e ' i►xsloaiF OPH —I 0 y.. - A IC b i. b ii T O7 V tA Z D X Quail Ridge t_•--.�- � � I �� _.__. s Estates w'"` n A N> r n�� 3 Planning Commission Case No. WZ-17-11 /Clark Parcels not being redeveloped 15 Excerpt from - . Haskins Station I si proposal in the - City of Arvada N til ` I a I All V n zv Subject Property 1 �0 3 E: G •° I "1 1 _ _ -a Z Auer x _o-1 $* Shift in Quail Street in order to accommodate a functional street for Haskins Station and Quail Run. AuErsl` w a It filler nyo Z -� iM6r�� _ O 1A Mn=p t c bates : �a T m -+ C litsr „ne ri, C r m p M 1 oreuwxvr`= _ _ M 'D r r I•.\¢ y�i� ;�� '/ �• t ii ZIT Ofn T n R1 1� Z =�i f =� m=� t e ' i►xsloaiF OPH —I 0 y.. - A IC b i. b ii T O7 V tA Z D X Quail Ridge t_•--.�- � � I �� _.__. s Estates w'"` n A N> r n�� 3 Planning Commission Case No. WZ-17-11 /Clark Parcels not being redeveloped 15 EXHIBIT 5: ARTA OVERVIEW Attached as an 11x17 document on the following page. Planning Commission 16 Case No. WZ-17-11 /Clark Commercial _ �,; - Condos - H�ne"Rant s . yam.. _ r � North: Single-fomily AWWa ' wnhomes and ;- Former Joily{Rancherduplexes South: Pre:application for Pre -'application for ownhomes A&M.-rru'-f''' itanl�i sr: J a ww%.Miwri!:F SASERA.7 Single -fancily detached Paired homes Apartments S : _, SlilqIe-failiily Quail kidge ; s: 0 w �Il Vista#ulsamll sing ly4,n#y EXHIBIT 6: COMPREHENSIVE PLAN G. Subject Property Neighborhoods see Chapter 3 trf[erfe for d1ffw reetAFef¢hb6rhoed.47wS Employment Mixed -Use Planning Commission 17 Case No. YV,17-11 / Clark N CIOM f G. Subject Property Neighborhoods see Chapter 3 trf[erfe for d1ffw reetAFef¢hb6rhoed.47wS Employment Mixed -Use Planning Commission 17 Case No. YV,17-11 / Clark EXHIBIT 7: APPLICANT LETTER QUAIL RUN ZONE CHANGE REQUEST FROM A -I to PRD SCHAL Investments, LLC proposes to rezone properties currently known as 5372-5392 Quail Street from Zone A-1 to PRD. This proposed development will feature unique character with a variety of architectural designs in homes ranging from 1,200 to 3,000 square feet, with two -car garages, and ample on -street parking. Residences will be comprised of 14 two-story single family detached homes, and 8-10 three-story buildings with 42 single family attached homes. Open space is planned in the most central part of the PRD for residents to enjoy the natural beauty of the area and create community synergy. The goal of the "Quail Rud' development is to bring quality housing to Wheat Ridge in an effort to renew aging housing and outdated agricultural habitats, while encouraging new homeownership opportunities for urban commuters frequenting the new RTD Gold -Line lite rail that runs near the project The planned residential development will enhance an under utilized infill area on the northernmost top of a peninsula in Wheat Ridge surrounded by Arvada neighborhoods to the east, north and a future neighborhood to the west Quail Run will provide pedestrian connectivity and interaction with the surrounding communities. It will serve as a transitional neighborhood designed to allow buffering and density transition from the Skyline Estates neighborhood to the east and north, and for higher density multifamily uses to the west NEIGHBORHOOD HISTORV The proposed PRD is not in any specific subdivision, though the Jefferson County Assessor's office calls our neighborhood: Neighborhood: 2320 - APPLERIDGE ESTATES, STANDLEY HEIGHTS, WR GARDN �e� WObCi01i!'�3, i�4 .} i:^ L•e nifiu twWPOWWCO r'Nih• 9R]@ Aly►!a!ttto" bmBiARai* r ysi Our neighborhood description is still referenced in metes and bounds originating through deeds from Anna Nelson, a believed descendent of E.G. Tost who received the initial deed to the land from the State of Colorado on May 15, 1885. Anna Nelson received deed from E.G. Tost on July 25, 1920 as follows: 'The West (W.) fourteen (14) acres of the Southeast (&i") quarter of the Northwest (N.W.) Quarter of Section Sixteen (16), Township Three (3) South, Range Sixty-nine (69) West (W.) of the 6th P.M. Planning Commission 18 Case No. W7-17-11/Clark subject to easements of County roads and the right-of-way of the Colorado and Southern Railway Company, together with Five(5) shares ofstock in the Wannamaker Ditch Company." Today approximately 6 acres of these 14 acres are proposed for the Planned Residential Development of 56 fee simple lots. NEIGHBORHOOD ANALYSIS The subject neighborhood sits close to the new RTD Gold Line not far from the Gold Line Ward Station and uniquely among residential and mixed use industrial and commercial areas within a 1/ mile span. REZONING The RTD -Gold Line is one of the drivers for rezoning the properties due to the area's "Ward G Line Station Vision" resulting from ten years of planning and citizen support. Current market conditions and updated planning objectives around the RTD Ward Station area within a half mile radius result in a potential TND opportunity for the land bordering west of the "Quail Run" project Below is the "Schematic of plans for Transit -Oriented Development north of 1-70" which details the desired changes for the area that positions it to be... "the premier location in the metro area for outdoor recreation focused companies and employers utilizing the concept of co -working spaces that fosters a shared working environment" (Quote from City Manager's Column, "Connections" publication from the City of Wheat Ridge, Issue 60, Fall/Winter 2016) Planning Commission 19 Case No. WZ-17-I1 /Clark As referenced below, Quail Run sits at a unique juncture between traditional single family housing to the east and north transitioning to high density apartment complexes, duplexes, patio homes, and single family homes to the west (i.e. "Haskins Station" for which formal application is being submitted to the City of Arvada to develop this open land bordering west and southwest of the proposed Quail Run project.) The RTD Gold -Line Lite Rail sits less than 1,200 feet to the south of Quail Run and the Ward G Line Station is just over a quarter mile away via Ridge Road. .? �►.ir�.s��*--mss i��� �Lr fir,,,'_'_ 'rte - ft,►LJi1� lr�' .� ,��- T_ x.11 ■ �� SCJmwt c o°Mys fill Rmssit,0#8 fed Dwetp fw# nwM W;- A7 PUBLIC UTILITIES • Wat_-e, Valley Water District. • Sewer: Clear Creek Valley Sanitation • Gas/Electric: Xcel Energy • Telecommunicatlon: Comcast/Xflnity Planning Commission 20 Case No. WZ-17-11 /Clark PRESENT AND FUTURE EFFECT ON PUBLIC FACILITIES AND SERVICES The agricultural properties represented in Quail Run for development are serviced with older private wells and septic systems. The new proposed development would create a.safer and healthier environment for suburban community living eliminating concerns for fire or sanitary health in the neighborhood. Adhering to the fire code, hydrants will be installed every 300 feet throughout Quail Run, and serviced by Valley Water District from 541h Avenue bordering the project to the north. Sanitation lines would replace the septic systems. An extended detention basin will be designed to capture storm water runoff following historic overall drainage patterns that flow into an existing drainage basin easement bordering east and flowing southeast of Quail Run. Quail Run adds sidewalks while also increasing transportation connections by creating new roadways within the development and. opening the area to connect 54th Avenue (currently dead ends north of the PRD) and Ridge Road via Quail Street. A dedicated open space centrally located within Quail Run in addition to landscaping throughout are planned to cultivate natural beauty and preserve a parklike presence within the development. Due to its size, this development may enhance the Jefferson County School District with some students, and is not considered to bring an impact of concern to the district. Based on the Quail Run Traffic Generation Report, this development does not add significant traffic that would negatively effect the neighborhood. In summary, the requested zone change and proposed development embraces the City of Wheat Ridge's larger long-term vision as presented in its comprehensive plan by enhancing the quality of the established neighborhoods while increasing housing options within a plan designed for the creation of a healthy and active community. Planning Commission 21 Case No. WZ-17-11 / Clark EXHIBIT 8: SITE PHOTOS View of 5392 Quail Street looking southwest from 54' Avenue. The area closest to the fence is proposed to be single-family homes. Off the image, across 54a' Avenue, to the right are existing Skyline Estates single-family homes. Planning Commission 22 Case No. WZ-17-11 / Clark W', LIT View of Quail Street looking north from Ridge Road, within the Quail Ridge Estates Subdivision. This image demonstrates the improvements that will be made to Quail Street, and what is currently the only. access point into the subject property. F Planning Commission 23 Case No. WZ-1 7-11 / Clark W' W View of existing multi -family homes in Skyline Estates. Planning Commission Case No. WZ--17-I1 /Clark 24 EXHIBIT 9: LETTERS PRIOR TO NEIGHBORHOOD MEETING Zackary Wallace From: Robert E & Susan R Wilson <rewsrw44@comcast.net> Sent: Sunday, December 3, 2017 7.46 PM To: Zackary Wallace Subject. Our meeting about the Quail Run development Dear Zack, I want to thank you for taking the time to meet with me before Thanksgiving about my concerns about our property boundary on Parfet Street in Skyline Estates (in Arvada) related to the proposed Quail Run development (in Wheat Ridge) behind our back fence. Behind our wood fence are some metal stakes placed by our builder about one foot away and a barb wire fence about 8 feet behind the fence. My husband has been unable to locate official survey pins, which may be buried, even using a metal detector. Also uncertain to us is the actual location of the city boundary between Arvada and Wheat Ridge. We hope that a detailed survey conducted by the developer will clarify the property line so that the developer does not encroach on our property and observes appropriate set -backs. We are also concerned about potential drainage issues. The developer has apparently purchased a strip of land behind the fences of all the houses on the west side of the 5300 block of Parfet Street and has contacted homeowners at the south end of the block about possibly tying into our drainage pans and easement. This is unacceptable, as this could cause drainage problems for all the lots on Parfet, even those of us uphill. Because drainage and flood management are no doubt concerns for both cities, I believe care must be taken when approving drainage plans for the development of Wheat Ridge property so that it does not cause harm to our properties In Arvada. Perhaps the planners in both cities could work together on this. My final concern is the level of density of the proposed development. Quail Run will be surrounded on three sides by single-family detached homes in the city of Arvada. Skyline Estates borders Quail Run on the east and north. The proposed 44 attached multi -story townhomes on that small parcel of land are just not compatible with our existing neighborhood. Plans for the new Arvada development on the west side of Quail Street show single family homes there as well that would be facing the townhomes. I am not surprised by nor opposed to residential development of this land. But I would like to see the Wheat Ridge re -zoning process take into consideration the impact of this development on homes in your neighboring city of Arvada and approve development that would be consistent with the character of this area. I look forward to seeing you again at the community meeting Tuesday evening. Many thanks, Susan Wilson 5373 Parfet Street Arvada, CO 80002 303-420-7127 Planning Commission 25 Case No. WZ-17-I1 / Clark December 1, 2017 City of Wheat Ridge - Planning Department ATTN: Zack Wallace Mendez 7500 W 29" Avenue Wheat Ridge, CO 80033-8001 Dear Zack, Our neighborhood group, the 5300 block of Parfet Street in Skyline Estates, met to discuss the proposed Quail Run development by the Clark family. This was prompted by the public notice we received regarding a neighborhood meeting to be held on Tuesday, December 51. To begin, we received a draft plot of the proposed 11 single family homes and 44 attached units. We don't think this many units is a good fit for our neighborhood community. After discussion of this proposal we have the following concerns that we'd like the City of Wheat Ridge to strongly consider when deciding how to rezone: *Impact of high density additions to road usage in this area already at capacity: specifically Ridge Rd *Impact of high density additions to attendance in neighboring schools: specifically Vanderhoof *Drainage needs, detention ponds, and plans for possibly merging with our current drainage *High footprint percentages on small lots with multi-level homes *Loss of trees on east side of proposed development (bordering our yards) and loss of mature trees housing owl populations Our neighborhood group would be satisfied with the development of Quail Run if it incorporates the following parameters: 1. ALL single family homes or ranch patio homes which would incorporate into our existing community 2. Protecting established mature trees that support owl populations, mirroring City of Arvada's rule to replace trees 1 for 1 if removing them 3. Larger lot sizes and a maximum 35-40% footprint on lots, similar to Quail Ridge down the road. 4. Homes built directly adjacent to the fences of Skyline Estates being set -back at the rear an equivalent distance as to Parfet Street (appx. 30 ft) 5. Home designs with no roof patios, to preserve our privacy 6. Creation of drainage/detention pond that does not access, merge, or impede on existing drainage easement on properties located on the 5300 block of Parfet Street in Skyline Estates. We are not asking to stop the development, but we'd like to find a solution that pleases all parties and doesn't change the character of our neighborhood that we've enjoyed for so many years. We understand both the City of Arvada and Wheat Ridge are excited to build more high density housing near the commuter rails. This development falls geographically far enough outside the walkable distance for that to be a consideration. Planning Commission 26 Case No. WZ J 7-I1 /Clark Our concerns are compounded by the already proposed and upcoming high density housing in this immediate area and how adding more would increase the burden on city and county resources: *Apartments, patio homes and single family homes on Ridge road west of Quail Ridge Estates *Townhomes and single family homes on the south west corner of Ridge and Robb *Apartments an southwest corner of 52nd Avenue and tabor St *Apartments on Ridge road east of Ridge Nome and north of the Commuter rail station *389 apartments on 58'h and Simms by the Stenger Soccer Fields Please acknowledge receipt of our concerns and help us address protecting our neighborhood community. Name & Address SigrI am At V W - :.AIr.��•.�M v T `�i•1R�� M rr 1 f l�4�. rs��►�*... � _ 1 r �� +~� _VA Planning Commission Case No. W7-17-11 /Clark 27 Our concerns are compounded by the already proposed and upcoming high density housing in this immediate area and how adding more would increase the burden on city and county resources: *Apartments, patio homes and single family homes on Ridge road west of Quail Ridge Estates *Townhomes and single family homes on the south west corner of Ridge and Robb *Apartments on southwest comer of 52"d Avenue and Tabor St *Apartments on Ridge road east of Ridge Home and north of the Commuter rail station *389 apartments on 581h and Simms by the Stenger Soccer Fields Please acknowledge receipt of our concerns and help us address protecting our neighborhood community. Planning Commission 28 Case No. W7-17-11 / Clark EXHIBIT 10: NEIGHBORHOOD MEETING Meeting Date: Attending Staff: Location of Meeting: Property Address: December 5, 2017 Meredith Reckert, Senior Planner Zack Wallace Mendez, Planner II Scott Cutler, Planning Technician Wheat Ridge Recreation Center 5352-5392 Quail Street Property Owner(s): Joel & Dawn Lubker (5352 Quail Street) Gregory Skalla (5372 Quail Street) Arthur Joel Aho Revocable Trust & Barbara Jean Aho Revocable Trust (5392 Quail Street) Applicant: Applicant Present? Existing Zoning: Existing Comp. Plan: Summer Clark Yes Agricultural -One (A-1) Neighborhood Existing Site Conditions: The subject properties are located along Quail Street north of Ridge Road and are currently.unplatted. The site currently consists of three lots at the north end of Quail Street. Each lot is zoned Agricultural -One (A-1), each lot is under separate ownership, and each contains a single family home and various outbuildings. To the south at the intersection of Ridge and Quail Streets is a Planned Residential Development, Quail Ridge Estates, which is subdivided to allow the construction of single-family homes. It is currently under construction by Remington Homes. To the north, east, and west are properties in the City of Arvada. The property to the west is undeveloped, and properties to the north and east consist of single-family homes. Applicant Preliminary Proposal: The applicant would like to rezone and subdivide the property to develop 55 homes (11 single family, and 44 quadplex units). The single-family homes act as a transition from the lower density Skyline Estates subdivision on the east to the proposed quadplexes. The property owner of the southern parcel is not fully participating in the subdivision. The eastern half of the property will be retained for a detention pond and a future street, and the western half will be retained along with the existing home and barn. The following is a summary of the neighborhood meeting: Planning Commission 29 Case No. WZ--17-11 / Clark • In addition to the applicant and staff, approximately 22 residents and property owners from the neighborhood attended the meeting; see attached sign-up sheets. • Staff explained the purpose of the neighborhood meeting, and informed the members of the public of the process for a rezone to Planned Residential Development (PRD) • Staff discussed the site, its zoning and surroundings. • The applicant presented their proposal and answered further questions, with help from staff. • The members of the public were informed of their opportunity to make comments during the process and at the required public hearings. The following issues were discussed regarding the zone change request and proposed development: Streets and Parkin • Will Quail Street continue through to W. 50' Avenue? Yes. • How will the proposed parking along W. 54th Avenue affect the Arvada residents across the street? The applicant is working with the City ofArvada. Arvada has requested improvements to the southern portion of 54th Avenue along the subject property, which include sidewalks, on -street parking, and potentially bike lanes. The development itself will not infringe into the City of Arvada. • Concerns were raised about traffic and the capacity of the surrounding roads. Staff noted that street connections are required and must meet Wheat Ridge standards if they are located in the City. They also noted that street designs and connections are being coordinated with the City ofArvada. The applicant noted that the southerly connection would focus on commerce and vehicles approaching I-70 and the TOD site, and the northerly connection would focus on pedestrian access to recreational facilities in Arvada. • Will there be on -street parking on Quail Street? Yes. • Will Quail Street be widened? Quail Street will need to follow street standards set forth by the City of Wheat Ridge and the City ofArvada. These standards and construction timelines are being coordinated and upgrades will be required as part of development on both sides of the street. A trip generation letter will be required by the City of Wheat Ridge as part of the ODP application. When a formal application is received, the City ofArvada will be referred on the application and will have the opportunity to provide comments. • Concerns were raised about the lack of coordination between Wheat Ridge, Arvada, and Jefferson County regarding streets, and development in general. Staff noted they have met with Arvada several times and are coordinating efforts on street construction and connectivity as well as drainage. The cities are coordinating a "Memorandum of Understanding" regarding the roads. Site Desikn & Architecture • How many stories will the homes be along 54h Ave.? While subject to change, the idea is two stories; however, all residential development in the City of Wheat Ridge is allowed up to 35' in height. Planning Commission 30 Case No. WZ17-11 /Clark • What is the square footage of the single-family lots? They will likely be the same size or a little larger than the Quail Ridge Estates development to the south, which are approximately 6,500 to 7,500 square feet. The applicant noted the goal is to provide lots of at least 7, 000 square feet. • Several residents were concerned about the 4-plexes along W. 54d' Avenue as they are not compatible with the single-family homes to the north. It was suggested that single-family homes be relocated to front along 54' and the 4-plexes be placed to be internal to the site along the west side of Pierson Street. The applicant noted the suggestion and added that the 4 plexes would not detract from nearby home values as they will be underwritten as single-family homes and would be sold for approximately $500,000. • What are the proposed designs of the single-family homes and 4-plexes? The plans are still in the conceptual stage, and will get more speck once a builder is confirmed. Staff noted that the Specific Development Plan, the second piece of the zone change, would focus on the architecture and site design. • Will there be a fence along W. 54th Avenue? No, the homes will face the street (front yards) with sidewalks allowing access for residents to pass through from 54`h into the development. • Why aren't there more single-family homes and less 4-plexes? The applicant noted that they need to strike a balance between neighborhood transitions and balancing finances. This proposal was a result of a year of planning and plan iterations. • What is the possibility of the plan changing? That is up to the applicant. The plans will be subject to a review process through the City of Wheat Ridge, outside utility agencies, and public hearings at Planning Commission and the City Council. General Development Questions • Who is the engineer on the project? Duster Civil Engineering, which also developed part of the neighboring Skyline Estates in Arvada. • Who is the builder? Unclear at this point. The applicant is discussing options with various builders. • Where are the surrounding development proposals in their approvals process? Staff noted that these developments are in the City of Arvada. The vacant parcel to the west (Haskins Station) has submitted an application to Arvada, which shows 54`h Avenue curving to the south to eventually connect with Ridge Road. • What are the potential list prices for the homes? The applicant noted that units in the 4 plexes would likely be listed for $500,000 each, and the single-family homes would be listed for more. • What about drainage? The applicant noted interested parties should discuss with the Civil Engineer, and that she would provide his contact information. • Concerns were raised about owls that currently live in trees on the property. The applicant was not aware of the owls and noted that diseased or dead trees would need to be removed. • How does City staff feel about the development? Planning Commission 31 Case No. WZ-17-11 / Clark Staff noted that the City supports a variety of housing options and that current housing trends are moving away from single-family development to mixed housing types or attached homes. The City wants compatibility with adjacent development and has been coordinating this for some time. How will this affect local schools? This area is part of the Jefferson County Public School District. Jefferson County schools will be referred on this application and will have the opportunity to provide comment. Staff noted that some schools in Wheat Ridge have actually closed due to low enrollment. Who will be responsible for the street frontages on W. 54h Avenue and Quail Street? Landscaping maintenance will be handled by the HOA. Planning Commission 32 Case No. WZ-17-11 /Clark EXHIBIT 11: LETTER AFTER NEIGHBORHOOD MEETING December 18, 2017 Meredith Reckert, AICP Senior Planner, City of Wheat Ridge 7504 West 291h Avenue Wheat Ridge, CO 80033 RE: Proposed Quail Run Rezoning and Residential Development Dear Ms. Reckert: This letter is intended to express our concerns with the proposed rezoning and development of the parcel located southwest of 54th Avenue and Parfet Street in Wheat Ridge, Colorado. We understand this development is named "Quail Run" and is proposed to contain both single family homes and town homes, with town homes proposed along the south side of 541 Avenue. Our primary concern with the proposed site plan is the addition of up to sixteen (16) townhomes along 541h Avenue to the north, which would face existing single-family homes of the Skyline Estates Subdivision. We believe construction of townhomes along this frontage would be inconsistent with the existing character and feel of the adjacent single-family subdivision. In addition, we are concerned that the proposed on -street parking to support multi -family homes would add unnecessary glare and congestion to 54th Avenue, which currently does not support on -street parking and is better suited to bike lanes as currently exist east of Parfet Street. We strongly oppose the development of multifamily homes in Quail Run and urge the City of Wheat Ridge to only approve rezoning of'this parcel for single family development. Alternatively, if the City allows multifamily homes within this development, we request that only single family homes be allowed along 54141 Avenue in lieu of townhomes. These would act as a buffer and allow the transition to townhomes to occur south of 53`d Court. Requiring single family homes along 5411 Avenue would also be more consistent with the character of the existing adjacent Skyline Subdivision, have reduced glare by eliminating on -street parking, and reduce traffic congestion. This approach would also allow for continuation of the bike lanes and a more bike friendly neighborhood, similar to 50 Avenue east of Parfet Street. As neighbors living nearby this proposed development, we have also observed numerous wildlife living on or near the property, including nesting owls. We respectfully request that the City of Wheat Ridge require a thorough Phase 1 Environmental Study as part of this development application, to ensure that existing wildlife habitats are maintained to the extent practicable, and that any protected species are Identified. We thank you in advance for considering our concerns and look forward to discussing this as part of the Wheat Ridge development process. Please direct correspondence to our neighborhood representative, Dennis Peter, at (303) 916-5965 or dpeter@martinmartin.com. Sincerely, Planning Commission 33 Case No. WZ--17-11 / Clark QUAIL RUN REZONING AND RESIDENTIAL DEVELOPMENT December 18, 2017 Print Name Print Address Sien[ture .ti.�Fs0'd R�ti7 ®ffj= 0 r Elm OWN. S I `i ® ,`iii W kr ® - r • f WPI -711F # /1�W .A� ®lrIM"�� 4 NAM e1 - glum Planning Commission 34 Case No. WZ--17-11 /Clark QZt��� ��urnf 541 Avenue Staff Note: This was the draft site plan presented at the neighborhood meeting on December 5, 2017 which was also included with this letter. Planning Commission 35 Case No. WZ-17-11 / Clark 1. 2. 3. 4. 5. b. .�A�r wr City of jP"'Wh6atRidere PLANNING COMMISSION Minutes of Meeting March 15, 2018 CALL THE MEETING TO ORDER The meeting was called to order by Chair OHM at 7:00 p.m. in the City Council Chambers of the Municipal Building, 7500 West 29h Avenue, Wheat Ridge, Colorado. ROLL CALL OF MEMBERS Commission Members Present: Commission Members Absent: Staff Members Present: PLEDGE OF ALLEGIANCE Dirk Boden Alan Bucknam Emery Dorsey Janet Leo Scott Ohm Vivian Vos Amanda Weaver Lauren Mikulak, Planning Manager Zack Wallace Mendez, Planner II Jordan Jefferies, Civil Engineer II Tammy Odean, Recording Secretary APPROVE ORDER OF THE AGENDA It was moved by Commissioner BUCKNAM and seconded by Commissioner BODEN to approve the order of the agenda. Motion carried 7-0. APPROVAL OF MINUTES — March 1, 2018 It was moved by Commissioner DORSEY and seconded by Commissioner LEO to approve the minutes of March 1, 2018, as written. Motion carried 5-0-2 with Commissioners VOS and WEAVER abstaining. PUBLIC FORUM (This is the time for any person to speak on any subject not appearing on the agenda.) Planning Commission Minutes March 15, 2018 ATTACHMENT 3 -1— No one wished to speak at this time. 7. PUBLIC HEARING - A. Case No. W2r17-11: an application filed by SCHAL Investments for approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan (ODP) for the property located at 5372- 5392 Quail Street. The ODP proposes a mix of single family homes and townhomes. Mr. Wallace Mendez gave a short presentation regarding the zone change, the ODP and the application. He entered into the record the contents of the case file, packet materials, the zoning ordinance, and the contents of the digital presentation. He stated the public notice and posting requirements have been met, therefore the Planning Commission has jurisdiction to hear this case. Commissioner BODEN asked about the 30% open space in the townhome area because he didn't think it looked as though there was 30%. Mr. Wallace Mendez explained it includes not only the area labeled open space, but also the front and side yards areas around the buildings. Commissioner BODEN also asked if there was a trip generation report done. Mr. Jefferies said there was a trip generation report submitted, and the results were not significant enough to trigger an additional traffic impact analysis. Commissioner BUCKNAM asked if the paved right-of-way (ROW) is considered open space. He also asked if all of the open space is public Mr. Wallace Mendez stated the paved ROW is not open space, the open space begins at the back of sidewalk. The large open space areas shown on the plan are public, however, as mentioned earlier some of the open space extends around the front and sides of buildings, which will be people's homes, and those areas may not feel as public as the main open space areas. Commissioner BUCKNAM wanted to know if the people driving along 54* Avenue and the resident at Skyline Estates will be looking at the backyards or a fence at Quail Run. Mr. Wallace Mendez said they will be backyards that will likely be fenced. Fencing will be determined during Specific Development Plan review. Commissioner DORSEY asked what the timeline of the development of Quail Street will be. Planning Commission Minutes -2— March 2March 15, 2018 Mr. Wallace Mendez explained that Quail Street will need to be dedicated and constructed prior to any vertical improvements being approved within the Quail Run development. He added the City of Arvada currently has a land use application under review to develop the property to the west, that proposed development will accommodate a majority of Quail Street north of the existing Quail Ridge Estates development due to the lack of existing right-of-way in that area, and the fact that two properties will not be redeveloping, thus force Quail Street further west into the City of Arvada. Mr. Wallace Mendez added that be believes the applicant has been working with the neighboring developer in Arvada to potentially dedicate the Quail Street right-of-way prior to public hearings for the remainder of the proposed development and rezoning to the west. If this is true, and successful, it means Quail Run can begin construction regardless of the status of the development proposal to the west. Commissioner VOS asked why the 3 "fingers" of land that extend north that belong to the City of Wheat Ridge have not been annexed by Arvada. Mr. Wallace Mendez said he did not know and those three fingers that belong to the City of Wheat Ridge have been like that since incorporation in 1969. Commissioner VOS asked what the Code Enforcement issues have been that were mentioned on page 6 of the Staff Report. Ms. Mikulak explained that there were some junk/weed complaints and they were cooperative to clean it up, it was not a major issue. Commissioner VOS asked how close the nearest grocery store and schools are to this housing development as well as industrial zoning. She inquired because it seems to be very dense with housing. Mr. Wallace Mendez and Ms. Mikulak said they were unsure of the nearest schools, there is a Target Superstore and Natural Grocers on Kipling Street new Ridge Road. Industrial zoning can be found nearby, mainly south of Ridge Road, but Staff did not consider the majority of it to be heavy industrial. Commissioner VOS also inquired about the bulk plane in this development. Mr. Wallace Mendez said there is no bulk plane requirement for this area, as it only applies to single-family homes in the RI -C and R-3 zone districts. Commissioner OHM asked if condition number 1 of the recommended motion was reviewed by the City Attorney for due process. Ms. Mikulak explained it did not need to be reviewed by the Attorney. The exact location and right-of-way required for Quail Street must be in place prior to Planning Commission Minutes .3— March 3— March 15, 2018 bringing a Specific Development Plan to public hearing, because without the ROW, the proposed development will not have adequate access or utilities. Commissioner OHM asked how far the RTD commuter rail station is. Mr. Wallace Mendez said a little more than %z mile. Commissioner OHM asked where the porches and doors of the townhomes on Pierson Court will face. Ms. Mikulak explained that there is no provision in the ODP, but the homes will be alley loaded which would reasonably place front doors facing the right-of-way and open space. Commissioner BUCKNAM asked about drainage and the detention on the southeast side of the property, on the ODP the drainage note seems to be in conflict with the legend on the site plan, and he wondered if the detention pond is on the neighbor's property. Ms. Mikulak said the detention pond does sit partially on the neighbor's property, but that area is not included in the rezoning boundary. That neighbor is required to sign this document, and any future documents, and will need to be part of the play in order to convey the portion of their property to the development for drainage purposes. Staff understands the concern over the drainage note wording on sheet 1 of the ODP, and agrees it can be clarified as a condition of approval. Commissioner OHM asked if on sheet 2 labels for Quail Street and 54a' could be added. Summer Clark, Applicant 5392 Quail Street Ms. Clark gave a brief explanation of the history and her time of growing up on the farm (the subject property). Although it has been in her family for 50 years and they love the open space, she is open to change and would like to see this development move forward for others to live and enjoy the beauty of this ridge. Commissioner VOS had concerns about the owls in the trees around the area. Ms. Clark explained that the Van Bibber trail is the closest significant open space that absorbed some of those habitats when recent housing developments were built and the owls have also moved to the trees further south of the property. Commissioner VOS asked about the traffic study and the time frame of when it was done and what area. Planning Commission Minutes -4— March 4— March 15, 2018 Mr. Jefferies explained that the trip generation report was produced in January, and that for this analysis no actual traffic counts are recorded. The ITE ("Institute of Transportation Engineers") Trip Generation Manual is utilized to develop an estimate of vehicular trips that the development scenario is anticipated to generate on the nearby streets. Based on the application of formulas in the manual, if the use generates more than 60 trips during the peak AM or PM hour, the City requires a traffic impact study. This development scenario did not reach that threshold having only 37 trips in the peak hour. Ms. Mikulak added some clarifying statements regarding the ITE analysis, and that it did not warrant further analysis for this development project. Susan Wilson 5373 Parfet, Arvada Ms. Wilson explained she has three major concerns: density, the location ofher property line, and drainage. She likes the single family homes on the north side, but still worried about density. She asked if the fences on the west of Parfet Street is the boundary line between the City of Wheat Ridge and the City of Arvada. She want written authorization from the Parfet Street homeowners for any modification to the drainage in the easement. Tim Bottomly 11191 W. 541 Ave., Arvada Mr. Bottomly also appreciated the change to single family homes along 54th Avenue. He still has concerns about traffic especially when the G line opens. He also wondered who will respond to 911 calls for this development. His final concern is with the old building on the site and the possible asbestos in it. Mike Wehling 5006 Parfet Street, Wheat Ridge Mr. Wehling explained he grew up in this neighborhood also, has seen the area change and is in support of Ms. Clark's vision. Greg Dunkelberger 5320 Newcombe Street, Wheat Ridge Mr. Dunkelberger is opposed to this development and thinks there should only be single family homes because the townhomes are out of character with the neighborhood. He added he believes there is also a large amount of disagreement with the neighboring development proposal under review for the Haskins Station property in Arvada. Planning Commission Minutes -5— March 5— March 15, 2018 Christia Chase and Chris Boubeek 3329 E. Bayaud Avenue, Cherry Creek They explained that they live in Cherry Creek with a child and two dogs and have one car. It is hard to live in the city and they would like to move to this new development to be close to the G line station and have a bigger yard. Terri Krieger -Heaney 11101 W. 541h Avenue, Arvada Ms. Krieger -Heaney would only like to see single family homes and no townhomes, the area is getting too populated. Joel Lubker 5352 Quail Street. Mr. Lubker thinks this is a good deal and likes the single family homes around the perimeter. Dennis Peter 11131 West 541 Avenue, Arvada Mr. Peter thanked staff and Ms. Clark for taking considerations seriously and for adding a buffer zone, but he has concerns about density and would like to see two- story townhomes rather than three-story. Julie Peter 11131 West 541 Avenue, Arvada Thank you to Ms. Clark for working with the neighbors. Ms. Peter has concerns about cross thru traffic on Quail Street and 54th Avenue. She would also like to see more open space and is also concerned about density. Marianne Rodriguez 11171 West 541 Avenue, Arvada Ms. Rodriguez said she appreciates the single family homes around the perimeter, but wants to see more open space. She is also concerned about traffic and would like to see less density. Commissioner OHM closed citizen's forum and asked staff to respond to several of the public comments. • Parfet property line/City boundary Planning Commission Minutes -6- March 6 - March 15, 2018 Mr. Wallace Mendez explained there was a survey for the property submitted with the ODP application. With the Specific Development Plan, Staff will work with the developer to provide a document, such as the survey, which identifies where neighboring fences and improvements are located. • Homeowner provide written authorization for drainage impacts Mr. Wallace Mendez and Mr. Jefferies said that because the drainage solution for this property will impact Parfet Street residents, those being impacted will have to provide written authorization during the SDP review. • Fencing along 54`x' Avenue Mr. Wallace Mendez said fencing will be determined by the Specific Development Plan. He added that the current fence is owned by the Skyline Estates HOA and the applicant will need work with the HOA as the plans progress. Requirement for open space Ms. Mikulak explained that minimum open space requirement of 30% was taken from the City's existing R-3 development standards. Mr. Wallace Mendez added that there is a large public component and the front doors will open to the open space. • Cottonwood trees Mr. Wallace Mendez said the large trees will most likely be removed. Ms. Mikulak added there is no tree protection ordinance in the City of Wheat Ridge and cottonwood trees are considered a nuisance tree because of the seeds it drops so they are not seen in new developments. • Emergency calls, code enforcement and maintenance of streets Mr. Wallace Mendez said that for emergencies 911 will be called and the new Jeffcom 911 Communications Center will dispatch. Code enforcement will be handled by the City of Wheat Ridge and the maintenance of streets will depend which City the street is in. Quail Street will have an agreement between Arvada and Wheat Ridge, similar to other streets throughout the City which sit on municipal boundaries. • Asbestos in old building Planning Commission Minutes -7— March 7— March 15, 2018 Mr. Wallace Mendez explained that a State of Colorado asbestos report is required to be submitted with a demolition permit through the City.. • Density concerns Ms. Mikulak said that this site sits between two light rail stations and is located in a changing area of the City. She added the City of Wheat Ridge has height and density limitations in the charter and the densities proposed are well under the maximum of 21 units per acre and this are compatible with the surrounding area, especially once the G line opens. It was moved by Commissioner BUCKNAM and seconded by Commissioner WEAVER to recommend APPROVAL of Case No. WZ-17-11, a request for approval of a zone change from Agricultural -One to Planned Residential Development with an Outline Development Plan (ODP) for property located at 5372 and 5392 Quail Street, for the following reasons: 1. The proposed zone change will promote the public health, safety, or welfare of the community and does not result in an adverse effect on the surrounding area. 2. The proposed zone change is consistent with the goals and objectives of the City's Comprehensive Plan. 3. The proposed zoning includes a circulation network that support the City's goals related to bicycle and pedestrian connectivity. 4. The proposed zoning establishes enhance design controls related to site design and architecture that will result in a high-quality development. With the following conditions: 1. The Quail Run specific development plan and subdivision plat shall not be reviewed at public hearing until Quail Street has been dedicated as public right-of-way on the adjacent property to the west or on the subject property. 2. If final utility and/or drainage designs affect off-site property owners, written authorization shall be provided from those owners prior to public hearings for the Quail Run subdivision plat. 3. Revise single-family detached minimum rear yard setback to 15 feet. 4. Revise the language on sheet 1 of the ODP regarding drainage to reflect the correct position as indicated on sheet 2 of the ODP of the drainage area. Motion carried 6-1 with Commissioner LEO voting against. Commissioner BUCKNAM appreciates the applicant's work with the neighbors regarding the single and multi -family alignment and will support motion. Planning Commission Minutes -8— March 8— March 15, 2018 Commissioner LEO agrees with the zone change but has issues with the multi- family because it takes up more surface land which can affect runoff and will not support motion. B. Case No. WSP-17-09: an application filed by Quadrant Wheat Ridge Corners, LLC for approval of a master sign plan for the Comers development at the southwest corner of West 3 81' Avenue and Wadsworth Boulevard including 7690 Yukon Court, 3765 Wadsworth Boulevard, 3637 Wadsworth Boulevard, 3545 Wadsworth Boulevard, and 3501 Wadsworth Boulevard. Ms. Mikulak gave a short presentation regarding master sign plan and the application. She entered into the record the contents of the case file, packet materials, the zoning ordinance, and the contents of the digital presentation. She stated the public notice and posting requirements have been met, therefore the Planning Commission has jurisdiction to hear this case. Commissioner VOS wanted an explanation of what channel letters are. Ms. Mikulak explained that instead of all of the writing being printed on a single plastic board, like a cabinet sign, channel letters are printed and installed each individual letter separately. Commissioner BUCKNAM added they are like a magnet letter found on a refrigerator. Commissioner VOS asked if the material for the freestanding signs will be brick and plastic and what the height of the buildings will be. Ms. Mikulak stated the signs materials will be compatible with the site's building which will be primarily brick, stucco and stone and said the B, C and D buildings will be 24 to 28 feet in height. Commissioner OHM asked if the leasing signs and if there is any potential issues with code enforcement because the signs are not in code compliance. Ms. Mikulak said the officers will have to double check with the planners for code compliance. Bob Turner, Quadrant Wheat Ridge Corners 981 Southpark Drive, Littleton Mr. Turner explained that a master sign plan has always been a consideration for the site and want it to match the architecture features of the buildings. He stated he wants the signs to tie the development together. He added the first three buildings should be turned over for tenant improvements by the end of May and Lucky's should open in mid-July. Planning Commission Minutes -9— March 9— March 15, 2018 Cl Com- Ct>o N --AA' c�j,n tL- t2u,- o � R)D [,t, V S� � 1 N-I�'f",� WZ-17-11 / Clark 5372-5392 Quail Street Request for approval of a zone change from Agricultural -One (A-1) to to Planned Residential Development (PRD) Planning Commission March 15, 2018 _W City Council April 23, 2018 Vicinity Map r Zoning Current Agricultural -One (A-1) zoning: — Allows semi -rural living with homes permitted on a minimum of one acre. — Also allows agricultural related uses. p� Proposed Planned Residential Development (PRD) zoning: _ — Allows for single family attached and detached homes. — Attached units to be centralized on the property creating a buffer of single-family homes directly 4 abutting the existing single-family neighborhoods. Zoning Map Process Neighborhood Meeting: — Held on December 5, 2017. — Approximately 22 neighbors in attendance. Public Posting and Notification: — One call inquiring about property lines and process. — One letter of support. Referral: — No major concerns. A AD 9 Process If this Outline Development Plan is approved: —Subdivision Plat —Subdivision Improvement Agreement — Specific Development Plan review I" Comprehensive Plan Staff Recommendation Staff concludes that the proposed zone change: • Promotes the health, safety, and general welfare of the community; Is consistent with the goals and objects of the Comprehensive Plan. • Includes a circulation network that supports the City's goals related to bicycle and pedestrian connectivity. • Establishes enhanced design controls related to site design and architecture that will result in a high-quality development. Staff recommends approval, with three conditions: • Specific Development Plan and Subdivision Plat shall not be reviewed at public hearing until Quail Street has been dedicated as ROW. • If final utility and/or drainage designs affect off-site property owners, written authorization shall be provided prior to public hearings. • Single-family detached minimum rear yard setbacks shall be revised to 15 feet. Neighborhood Context City of Wh6atR�ioge POSTING CERTIFICATION CASE NO. WZ-17-11 CITY COUNCIL HEARING DATE: I, 14P,k— April 23.2018 (name) /1 residing at �,�31 OUA i r_ 4'T. WJ(CA-r ZQ re, � "0 ?oo33 (address) as the applicant for Case No. WZ-17-11 hereby certify that I have posted the Notice of Public Hearing at Xy r1 j C '-Ko( 5 I i.8_IL �TRZCT (location) on this �s �} day of pR IL- and do hereby certify that said sign has been posted and remained in place for fifteen (15) days prior to and including the scheduled day of public hearing of this case. The sign was posted in the position shown on the map below. Signature: NOTE: This form must be submitted at the public hearing on this case and will be placed in the applicant's case file at the Community Development Department. MAP 54TH PL S2t2 i7 '-� fR ; tr� City of WheatRidge PUBLIC POSTING REQUIREMENTS One sign must be posted per street frontage. In addition, the following requirements must be met: a The sign must be located within the property boundaries. • The sign must be securely mounted on a flat surface. • The sign must be elevated a minimum of thirty (30) inches from ground. • The sign must be visible from the street without obstruction. • The sign must be legible and posted for fifteen (15) continuous days prior to and including the day of the hearing [sign must be in place until 5pm on April 23, 2018. It is the applicant's responsibility to certify that these requirements have been met and to submit a completed Posting Certification Form to the Community Development Department. City of WheatRj0ge 1� '�-4 � e OLOV'-,�� � rr/) ITEM NO: 3. "_ lJ DATE: March 26 2018 REQUEST FOR CITY COUNCIL ACTION TITLE: COUNCIL BILL NO. 09-2018 - AN ORDINANCE APPROVING A ZONE CHANGE FROM AGRICULTURAL -ONE (A-1) TO PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH AN OUTLINE DEVELOPMENT PLAN (ODP) FOR PROPERTY LOCATED AT 5372 AND 5392 QUAIL STREET (CASE NO. WZ-17-11/CLARK ❑ PUBLIC HEARING ® ORDINANCES FOR 1sT READING (03/26/2018) ❑ BIDS/MOTIONS ❑ ORDINANCES FOR 2ND READING (04/23/2018) ❑ RESOLUTIONS QUASI-JUDICIAL: ® YES ❑ NO J �:- Community Develop4t. Director City Manager ISSUE: The applicant is requesting approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) for property located at 5372 and 5392 Quail Street for the purpose of developing single-family homes and townhomes. The proposed rezoning area includes two parcels, the total size of which is approximately five and one-quarter acres. PRIOR ACTION: Planning Commission heard the request at a public hearing on March 15, 2018 and recommended approval. The staff report and meeting minutes from the Planning Commission meeting will be included with the ordinance for second reading. FINANCIAL IMPACT: The proposed zone change is not expected to have a direct financial impact on the City. Fees in the amount of $1,756.62 were collected for the review and processing of Case No. WZ-17-11. Case No. WZ-17-11/Clark Council Action Form — 5372/5392 Quail St. Rezoning March 26, 2017 Page 2 BACKGROUND: The subject property is located in a northern peninsula of Wheat Ridge, and is surrounded on three sides by the City of Arvada. It is located along Quail Street north of Ridge Road and south of 54' Avenue. Less than 500 feet south of the subject property is the Quail Ridge Estates subdivision, a planned development approved in 2006 for 25 homes. Construction in Quail Ridge Estates is currently underway and several homes are complete and have been issued certificates of occupancy. The subject property consists of two parcels, each of which contains a single-family home. The existing single-family homes were built in the late 1920s, and early 1950s and have been utilized for residential and agricultural uses since that time. Surrounding Land Uses The property is nearly equidistant between two Gold Line stations (Wheat Ridge - Ward to the west and Arvada Ridge to the east). Historically, the neighborhoods in the area have been comprised predominantly of single-family homes and with some condominiums and multifamily. The housing stock is diversifying with the rail line catalyzing new developments. To the north and east of the subject property is the Skyline Estates neighborhood in the City of Arvada. This area consists of single-family homes constructed throughout the mid -2000s. To the southeast along Ridge Road, also within the Skyline Estates neighborhood, are five 8 -unit apartment buildings. To the west of the subject property is a large vacant parcel within the City of Arvada. The current zoning on the property would allow residential uses to the north and industrial uses to the south. The City of Wheat Ridge recently received a referral from the City of Arvada for a proposed rezoning of this property to allow for approximately 500 dwelling units, consisting of single-family detached homes, paired homes, and apartments. This proposed development (Haskins Station) is currently under review by the City of Arvada, and has yet to be heard by the Arvada Planning Commission or City Council. To the south of the subject property are two properties agriculturally zoned and utilized for single-family homes with potentially some accessory agricultural uses. Further to the south is the aforementioned Quail Ridge Estates development, zoned Planned Residential Development. Current and Proposed Zoning The site's current zoning, Agricultural -One (A-1), allows for residential estate living within a quasi -rural or agricultural setting with single-family homes being permitted on a minimum of one - acre of land. Other uses permitted within this zone district are primarily agricultural uses such as farming, farmers markets, produce stands, riding academies and public stables, in addition to a few non-agricultural uses such as governmental buildings and schools. The applicant has proposed a Planned Residential Development which allows for single-family attached and detached homes and open space. Also allowed as accessory uses are home occupations and household pets. These accessory uses are in line with all residential zone districts in the City, and would be subject to the underlying regulations within the Code of Laws. Additionally, the applicant has proposed not allowing detached accessory structures or RV and boat storage within the development. This is typical of some of the City's more recent Planned Residential Developments. Case No. WZ-17-11/Clark Council Action Form — 5372/5392 Quail St. Rezoning March 26, 2017 Page 3 RECOMMENDED MOTION: "I move to approve Council Bill No. 09-2018 an ordinance approving the rezoning of property located at 5372 and 5392 Quail Street from Agricultural -One (A-1) to Planned Residential Development (PRD) on first reading, order it published, public hearing set for Monday, April 23, 2018 at 7 p.m. in City Council Chambers, and that it take effect 15 days after final publication." REPORT PREPARED/REVIEWED BY: Zack Wallace Mendez, Planner II Kenneth Johnstone, Community Development Director ATTACHMENTS: 1. Council Bill No. 09-2018 Case No. WZ-17-11/Clark CITY OF WHEAT RIDGE INTRODUCED BY COUNCIL MEMBER COUNCIL BILL NO. 09 ORDINANCE NO. Series of 2018 TITLE: AN ORDINANCE APPROVING A ZONE CHANGE FROM AGRICULTURAL -ONE (A-1) TO PLANNED RESIDENTIAL DEVELOPMENT (PRD) WITH AN OUTLINE DEVELOPMENT PLAN (ODP) FOR PROPERTY LOCATED AT 5372 AND 5392 QUAIL STREET (CASE NO. WZ-1 7-1 1/CLARK) WHEREAS, Chapter 26 of the Wheat Ridge Code of Laws establishes procedures for the City's review and approval of requests for land use cases; and, WHEREAS, Summer Clark of SCHAL Investments, LLC has submitted a land use application for approval of a zone change to the Planned Residential Development (PRD) zone district for property located at 5372 and 5392 Quail Street; and, WHEREAS, the City of Wheat Ridge has adopted a comprehensive plan— Envision Wheat Ridge—which calls for residential uses along Quail Street north of Ridge Road; and, WHEREAS, the subject property lies equidistant between two Gold Line stations, and the housing stock in the area is diversifying with the rail line catalyzing new development in the area; and, WHEREAS, the City of Wheat Ridge Planning Commission held a public hearing on March 15, 2018 and voted to recommend approval of rezoning the property to Planned Residential Development (PRD), NOW THEREFORE BE IT ORDAINED BY THE CITY COUNCIL OF THE CITY OF WHEAT RIDGE, COLORADO: Section 1. Upon application by Summer Clark for approval of a zone change ordinance from Agricultural -One (A-1) to Planned Residential Development (PRD) for property located at 5372 and 5392 Quail Street, and pursuant to the findings made based on testimony and evidence presented at a public hearing before the Wheat Ridge City Council, a zone change is approved for the following described land: A PARCEL OF LAND SITUATED IN THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6T" PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARY DESCRIBED AS FOLLOWS: ATTACHMENT 7 BEGINNING AT THE NORTWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89°37'16"E ALONG THE EAST -WEST CNETERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00°12'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 499.28 FEET; THENCE S89°34'25'W ALONG A LINE 160 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16 A DISTANCE OF 430.76 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00°15'01' W ALONG SAID EAST LINE A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89°37'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE NORTH - SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00015'01"W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING. Section 2. Vested Property Rights. Approval of this zone change does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Code of Laws of the City of Wheat Ridge. Section 3. Safety Clause. The City of Wheat Ridge hereby finds, determines, and declares that this ordinance is promulgated under the general police power of the City of Wheat Ridge, that it is promulgated for the health, safety, and welfare of the public and that this ordinance is necessary for the preservation of health and safety and for the protection of public convenience and welfare. The City Council further determines that the ordinance bears a rational relation to the proper legislative object sought to be attained. Section 4. Severability; Conflicting Ordinance Repealed. If any section, subsection or clause of the ordinance shall be deemed to be unconstitutional or otherwise invalid, the validity of the remaining sections, subsections and clauses shall not be affected thereby. All other ordinances or parts of ordinances in conflict with the provisions of this Ordinance are hereby repealed. Section 5. Effective Date. This Ordinance shall take effect 15 days after final publication, as provided by Section 5.11 of the Charter. INTRODUCED, READ, AND ADOPTED on first reading by a vote of _ to —on this 26th day of March, 2018, ordered it published with Public Hearing and consideration on final passage set for Monday, April 23, 2018 at 7:00 o'clock p.m., in the Council Chambers, 7500 West 29th Avenue, Wheat Ridge, Colorado, and that it takes effect 15 days after final publication. READ, ADOPTED AND ORDERED PUBLISHED on second and final reading by a vote of to , this day of _ , 2018. SIGNED by the Mayor on this day of Bud Starker, Mayor ATTEST: Janelle Shaver, City Clerk Approved as to Form Gerald Dahl, City Attorney 18t publication: 2nd publication: Wheat Ridge Transcript: Effective Date: , 2018. Testimony to Wheat Ridge Planning Commission March 15, 2018 Susan Wilson, 5373 Parfet Street, Arvada, CO I live at 5373 Parfet Street in Skyline Estates in the City of Arvada. My property backs to the proposed Quail Run development in Wheat Ridge. In my letter to Wheat Ridge Planning prior to the December 5, 2017, neighborhood meeting I listed three concerns: density, property line, and drainage. First, I would like to thank the developer for revising the site plan to place single-family homes on the north side as well as the east side of Quail Run, as a buffer to the single-family homes in Skyline Estates. However, I do still have concern about the level of density, particularly the three-story townhomes. That height seems rather imposing, even overwhelming, in our less dense neighborhood. Regarding property line, Skyline properties on the west side of Parfet Street are bordered on the west by the city line between Arvada and Wheat Ridge. I would like to know if the wood fences presently along the back of our properties represent the boundary of the developer's site, or if the boundary actually lies any distance west of the fences. To verify the exact property line, I request that the developer provide her survey and an Improvement Location Certificate to Parfet homeowners prior to public hearings for the Quail Run subdivision plat. Regarding drainage, I have read the developer's drainage report. I have also met with the City of Arvada engineer who gave preliminary approval, provided the developer gets approval from Parfet Street homeowners and the Skyline HOA, if required, for any modifications proposed to be made in the drainage easements located within the backyards our properties. I support the condition regarding drainage design stated in the Wheat Ridge Planning Division's Staff Report: "2. If final utility and/or drainage designs affect off-site property owners, written authorization shall be provided from those owners prior to public hearings for the Quail Run subdivision plat." 11191 W. 54th Ave Arvada, CO 80002 Mar. 15, 2018 City of Wheat Ridge Planning Division City of Wheat Ridge Municipal Building 7500 W. 29th Ave Wheat Ridge, CO 80033-8001 Re: Case No. WZ-17-11 To: City of Wheat Ridge Planning Division: My name is Timothy Bottomley and I have resided at 11191 W. 541h Ave, Arvada, in the Skyline Estates subdivision, since my residence was constructed in the fall of 2002. The following are my comments related to Case No. WZ-17-11, a zoning change for the proposed Quail Run Development. My residence is directly across 54th Avenue from the NW corner of this proposed area. I attended the Dec. 5th, 2017 Neighborhood Meeting at the Wheat Ridge Recreation Center and also was a co-signer of a letter prepared with my neighbors in Dec. 2017 and submitted to the Planning Division. In viewing the Mar. 1, 2018, Outline Development Plan, it appears that there has been a change from townhomes to single-family homes on the south side of 54th Avenue, which was a request in our Dec. 2017 neighborhood letter. If this is the case, then I do appreciate this modification. It will prevent the dramatic neighborhood change that would have occurred with the Dec. 2017 proposal. Also, while fine details are hard to determine in the Mar. 1 Outline Development Plan, there will no longer be parking spaces along the south side of 54th Avenue.. I also appreciate this change as it will retain the character of 54th Avenue west from Miller Street. I do still have some concerns: 1. Because this proposal is bordered on the north and west by the City of Arvada, I feel there should be documentation related to the coordination between these two cities; specifically in the Roads Division related to maintenance (e.g. snow plowing) and improvements (e.g. traffic signs and lights) for both 54th Avenue and Quail Street. These road improvements will be needed, because in my opinion there will be a dramatic increase in traffic with the connection of Quail Street to 54th Avenue. 2. There should also be documentation related to the o�ordinati . between the Cities of Arvada and Wheat Ridge related to the proposed Haskins- sub ivision development. 3. And, there should also be documentation between the Cities of Arvada and Wheat Ridge related to police protection; particularly on these two above mentioned streets. I believe the City of Arvada Fire Department already has first responder responsibilities for this area, which makes sense as there is a fire station nearby. 4. Several old building in the NW corner of the property will need to be demolished and the debris removed. Given the age of these structures, there may be asbestos material in one or more these buildings. The proper permitting related to the handling of suspected asbestos containing material should be followed. 5. There are several large cottonwood trees in this same NW corner that will also have to be felled and removed. Given their likely wildlife habitat potential, this work should occur in late summer or the fall. The existing fence that runs along the south side of 54th Avenue was constructed and maintained by the Skyline Estates HOA and was just built to serve as a visual barrier to the property to the south of 54th Avenue. I imagine that future homeowners on the south side of 54th Avenue would more aesthetically pleasing fence that matches the appearance of the fences on the north and south sides of 54th Avenue east of Parfet Street. But the Skyline Estates HOA should not be the one who pays for the construction and maintenance of a new fence. The developer should coordinate with the Skyline Estates HOA on the future of this fence. Thank you for this opportunity to comment and I would be happy to provide more details or other information if you like. I can be contacted via my mailing address on this letter and also on the phone at 303-215-1146. Sincerely, Timothy A. Bottomley 2 PUBLIC HEARING ROSTER CITY OF WHEAT RIDGE PLANNING COMMISSION March 15, 2018 Case No. WZ-17-11: An application filed by SCHAL Investments for approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan for property located at 5372-5392 Quail Street. The Outline Development Plan proposes a mix of single family homes and townhomes. (Please print) Name Address In Favor/Opposed ` 6�SRr�► lc ill �rYt— 5 -3 7.3 Par -k4 5�, .�Y�c� U� i i::z;W, ii61g Uj- 5�f't Ave �v�g mon (I MQ r S 1 tO �rz-Hc�1N�v Il t 1� �` �rtxrg CCG r � �''� `e� ��<���s-���-��i-t,R �j s� �c.71,��`�'��1� � `tea✓ ✓ -�- LI -�AA th a' " WZ-17-11 / Clark 5372-5392 Quail Street Request for approval of a zone change from Agricultural -One (A-1) to to Planned Residential Development (PRD) Planning Commission City Council Zoning Map March 15, 2018 April 23, 2018 I � Vicinity Map Zoning Current Agricultural -One (A-1) zoning: Allows semi -rural living with homes permitted on a minimum of one acre. — Also allows agricultural related uses. Proposed Planned Residential Development (PRD) zoning: — Allows for single family attached and detached homes. — Attached units to be centralized on the property creating a buffer of single-family homes directly f abutting the existing single-family neighborhoods. • 1' SFD Development Standards LIM Single-family detached homes. Maximum of 14 units. Architecture 30% masonry requirement typical Architecture of PRDs, but can be aggregated Building throughout SFD area to achieve Heigh[ maximum variation. Building Max. 35 feet Height Building Front doors and garages face Orientation public ROW Lot Coverage Maximum 60% Front: 10 feet minimum Setbacks Side: 5 feet minimum Rear: 15 feet minimum • M SFA Development Standards t3ses Single-family attached homes. Maximum of 42 units Architecture Architectural and Site Design Manual (Chapter 4.3) Building Max. 35 feet Heigh[ Building Front doors face public ROW and Orientation open spaces. Garages face alleys. Open Space PR nimum 301/ Front/side facing street/alley: 10' taw baths FrontJside facing open space: 5' Rear facing alley: 0' Process Neighborhood Meeting: — Held on December 5, 2017. —Approximately 22 neighbors in attendance. Public Posting and Notification: — One call inquiring about property lines and process. Referral: — No major concerns. Comprehensive Plan Process If this Outline Development Plan is approved: — Subdivision Plat ■ — Subdivision Improvement Agreement — Specific Development Plan review +_ F Outline Development Plan Criteria I • The change of zone promotes the health, safety, and general welfare of the community and will not result in a significant adverse effect on the surrounding area. • The development proposed on the subject property is not feasible under any other zone districts, and would require an unreasonable number of variances or waivers and conditions. • Adequate infrastructure/facilities are available to serve the types of uses allowed by the change of zone, or the applicant will upgrade and provide such where they do not exist or are under capacity. • The change of zone is in conformance with the City of Wheat Ridge comprehensive plan goals, objectives and policies. Staff Recommendation Staff concludes that the proposed zone change: • Promotes the health, safety, and general welfare of the community; • Is consistent with the goals and objects of the Comprehensive Plan. Includes a circulation network that supports the City's goals related to bicycle and pedestrian connectivity. • Establishes enhanced design controls related to site design and architecture that will result in a high-quality development. Staff recommends approval, with three conditions: • Specific Development Plan and Subdivision Plat shall not be reviewed at public hearing until Quail Street has been dedicated as ROW. • If final utility and/or drainage designs affect off-site property owners, written authorization shall be provided prior to public hearings. • Single-family detached minimum rear yard setbacks shall be revised to 15 feet. ♦�4le 1W Ir Wh6atRiLd e g CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT TO: Planning Commission MEETING DATE: March 15, 2018 CASE MANAGER: Zack Wallace Mendez CASE NO. & NAME: WZ-17-11 / Clark ACTION REQUESTED: Approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan (ODP). LOCATION OF REQUEST: 5372 and 5392 Quail Street APPLICANT (S): Summer Clark, SCHAL Investments OWNER (S): Arthur Joel Aho Revocable Trust and Barbara Jean Aho Revocable Trust Gregory Skalla APPROXIMATE AREA: 230,432 square feet (5.3 acres) PRESENT ZONING: Agricultural -One (A-1) COMPREHENSIVE PLAN: Neighborhood ENTER INTO RECORD: (X) CASE FILE & PACKET MATERIALS (X) COMPREHENSIVE PLAN (X) ZONING ORDINANCE (X) DIGITAL PRESENTATION Lc Planning Commission 1 Case No. WZ-17-11 /Clark Site JURISDICTION: All notification and posting requirements have been met; therefore, there is jurisdiction to hear this case. I. REQUEST Case No. WZ-17-11 is an application for approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan (ODP) for property located at 5372 and 5392 Quail Street. The purpose of the request is to permit development of single- family detached homes and townhomes (referred to as single-family attached). Rezoning to a planned development in the City of Wheat Ridge involves a two-step process. The first step is the Outline Development Plan, which, if approved, changes the zoning designation on the land, establishes allowed uses and development standards for the property, and establishes access configurations for vehicles, pedestrians, and bicycles. The second step in the process is the Specific Development Plan (SDP), which focuses on specific details of a development such as final drainage, architecture, lot layouts, and specific building location and orientation. The SDP must be found to be compliant with the ODP in order to be approved. The applicant is requesting a two-step approval, which is permitted pursuant to Section 26-302 of the Municipal Code. The ODP document requires public hearings before the Planning Commission and the City Council, with the City Council being the final deciding body. If the ODP is approved, the applicant can apply for SDP approval. SDP applications must be heard at a public hearing before the Planning Commission, who is the final deciding body for SDP approval. A subdivision plat will also be required with this development, and will be reviewed by Planning Commission and City Council. II. EXISTING CONDITIONS/PROPERTY HISTORY The subject property is located in a northern peninsula of Wheat Ridge, and is surrounded on three sides by the City of Arvada. It is located along Quail Street north of Ridge Road and south of 54"' Avenue. Less than 500 feet south of the subject property is the Quail Ridge Estates subdivision, a planned development approved in 2006 for 25 homes. Construction in Quail Ridge Estates is currently underway and several homes are complete and have been issued Certificates of Occupancy. The subject property consists of two parcels, each of which contains a single-family home. The existing single-family homes were built in the late 1920s and early 1950s and have been utilized for residential and agricultural uses since that time �. The site is zoned Agricultural -One A-1 ,which allows for residential estate living within a quasi -rural or agricultural setting (Exhibit 2, To the north and east of the subject property is the Skyline Estates neighborhood in the City of Arvada. This area consists of single-family homes constructed throughout the mid -2000s. To the southeast along Ridge Road, also within the Skyline Estates neighborhood, are five 8 -unit apartment buildings. To the west of the subject property is a large vacant parcel within the City of Arvada The current zoning on the property would allow residential uses to the north and industrial uses to the south. The City of Wheat Ridge recently received a referral from the City of Arvada for a proposed rezoning of this property to allow for approximately 500 dwelling units, consisting of single-family detached homes, paired homes, and apartments. This proposed development (Haskins Station) is currently under review by the City of Arvada, and has yet to be heard by the Arvada Planning Commission or City Planning Commission Case No. WZ17-11 /Clark Council. To the south of the subject property are two properties agriculturally zoned and utilized for single-family homes with potentially some accessory agricultural uses. Further to the south is the aforementioned Quail Ridge Estates development, zoned Planned Residential Development. III. OUTLINE DEVELOPMENT PLAN Attached is a copy of the proposed Outline Development Plan (ODP) which contains two sheets . The first page is a typical cover page with certification and signature blocks for the property owners, and Planning Commission, City Council, and Mayor. Also on the first page is a character of development statement, list of permitted uses, and other notes. The second page incudes the conceptual layout of the property, including right-of-way, alley, and open space locations. Additionally, this page establishes the development standards that will govern future development on the site. Allowable Uses The property is currently zoned Agricultural -One, which allows for single-family homes on a minimum of one acre of land in addition to a variety of agricultural related uses such as farming, farmers markets, produce stands, riding academies and public stables, and governmental buildings and schools. The applicant has proposed allowances for single-family attached and detached homes and open space. Also allowed as accessory uses are home occupations and household pets. These accessory uses are in line with all residential zone districts in the City, and would be subject to the underlying regulations within the Code of Laws. Additionally, the applicant has proposed not allowing detached accessory structures or RV and boat storage within the development. This is typical of some of the City's more recent Planned Residential Developments. Site Configuration The ODP proposes 14 single-family homes located along the northern and eastern edges of the property, providing a buffer between existing single-family homes in Skyline Estates and the proposed townhomes which are centrally located on the site. The applicant has proposed a maximum of 42 attached (townhome) units located within 8-12 buildings, with 3-6 units per building. The single-family detached homes will gain access from the public right-of-way with garages and front doors facing the street. The townhomes (single-family attached) are proposed to gain garage access from alleys, while front doors face the proposed streets and open space areas. Lot Size Lot sizes are proposed to be a minimum of 4,500 square feet for single-family detached homes. The attached homes will be governed by building size, and limited to 3-6 units per building. As is typical with any townhome development, each individual unit would be exempt from any lot size, interior setback, or lot width standards. Front and rear setbacks apply, as do side setbacks for the building as a whole. Setbacks Single-family detached homes will be required to have a minimum 10 -foot front yard setback, with a variation of at least 2.5 feet to provide some variety in the front setbacks along the street. No two adjacent homes or homes across the street shall be allowed the same front setback. Side setbacks are proposed to be a minimum of 5 feet, with rear setbacks proposed to be a minimum of 15 feet. The ODP document currently indicates a minimum rear yard setback of 10 feet, and as such, revising this figure to 15 feet is a condition of approval. Planning Commission Case No. WZ17-11 /Clark For the attached homes front and side yard setbacks facing the street or an alley are proposed to be a minimum of 10 feet. Front and side yard setbacks facing open space are proposed to be a minimum of 5 feet. Rear setbacks along alleys are proposed to be allowed a 0 foot setback. The proposed side and rear setbacks are largely consistent with the City's standard residential zone districts and create appropriate buffers from surrounding neighborhoods. The 10 -foot front setbacks are appropriate for the proposed neo -traditional urban design and will help establish the character of this neighborhood. Height The maximum height permitted within the development is consistent with the current A-1 zoning and the maximum height permitted in all residential zone districts across the City at 35 feet. Lot Coverage/Open Space Single family detached homes are limited to 60% lot coverage, leaving the balance of the lots for driveways and landscaping. Landscaping for the single-family home lots defaults to Section 26-502 of the Code of Law which requires no less than 25% of the gross lot area be landscaped, and no less than 100% of the front yard be landscaped. The aggregate open space requirement for the single family attached homes in the central part of the site is 30%. Two primary open space amenities are proposed to traverse the site east to west connecting Quail Street with Pierson Court. Access Quail Street is the proposed point of access into the development. Currently Quail Street extends north from Ridge Road as a full width street through the Quail Ridge Estates, and then as a substandard street until it dead -ends within the subject property (Exhibit 4, �Wreet). This proposed development will bring Quail Street through the subject property and connect with West 54u' Avenue in the City of Arvada. Much of this Quail Street right-of-way from Quail Ridge Estates to W. 54u' Avenue is proposed to be located within the City of Arvada The development plan for Haskins Station (the project to the west) proposes that as Quail Street extends north from Quail Ridge Estates it shifts west into the City of Arvada This is necessitated by the fact that adequate right-of-way does not exist along Quail Street in front of the two properties which are not redeveloping between Quail Ridge Estates and this proposed Quail Run development. As shown in the section view on Sheet 2 of the ODP, the current development scenario proposes that only the eastern sidewalk along Quail Street would be located within the City of Wheat Ridge. The construction of Quail Street is necessary in order for the subject property to develop. If for some reason the Haskins Station project does not advance or does not advance at the same pace, the future Specific Development Plan (SDP) and subdivision plat applications for Quail Run will also not advance to public hearing until there are assurances that an adequately wide Quail Street is able to be constructed within dedicated right-of-way. These are conditions of approval of this SDP. In addition to Quail Street, a proposed Pierson Court, and two east -west public streets will provide access within the property. Pierson Court will also extend south and provide access to the detention pond and in anticipation of future street extensions. These will be dedicated by the future subdivision plat. Architecture For single family homes, the applicant has proposed a front fagade masonry requirement typical of single-family PRD's in the City, but with an aggregate calculation rather than a requirement for each Planning Commission Case No. WZ17-11 /Clark home. The applicant has requested this aggregate calculation in order to maximize the variation in architectural style between the homes. Staff is supportive of this approach as it will allow for unique and differing styles from house to house, and allow for a range of architectural styles, some of which may not require any masonry, while others rely heavily on the incorporation of masonry. For the single-family attached (townhomes), the developer has proposed utilizing the City's Architectural and Site Design Manual for multifamily architecture. The City is supportive of utilizing these existing standards. Parking The ODP requires that every home have a garage that accommodates two cars. Additionally, on -street parking has been provided along Pierson Court, Quail Street, and the two east -west public rights-of- way. At the request of adjacent neighborhoods, no on -street parking will be provided along 54a' Avenue in Arvada. Drainage With an ODP, applicants are requested to provide preliminary drainage information that indicates a conceptual design for drainage facilities. A full drainage report and final design is not required until the subsequent SDP or plat applications. The ODP proposes a large detention pond at the southeast corner of the property, partially located on-site and partially located off-site. The applicant is negotiating with the property owner to the south to purchase a portion of their property for drainage purposes. It should be noted that the sale of a portion of the neighboring property cannot be finalized until a plat is recorded, officially subdividing the land. The applicant has also acquired an 8 -foot strip of land which runs between 54a' Avenue and the northern edge of Quail Ridge Estates between the subject property and the Skyline Estates subdivision. This area is planned to be utilized for some drainage conveyance. In order for development to occur, the City will need to receive signed agreements between the developer and any affected Parfet Street homeowner. This is a recommended condition of approval. Relationship to Surrounding Area The site planning for this ODP has been sensitive to the immediately surrounding land uses, while also recognizing this property's location between two commuter rail stations and the higher density development occurring in the area Exhi shows this area of Wheat Ridge/Arvada at a higher level and demonstrates the key catalysts (Arvada Ridge Station and Wheat Ridge - Ward Station) prompting a variety of development proposals in this area. Much of the existing single-family residential areas were entitled and built prior to RTD's FasTracks plan being approved by voters in the mid -2000s. As a result of this voter -approved transit investment, and two stations being located in the immediate area, many vacant or underutilized pieces of land are currently under construction or undergoing entitlement processes to develop a variety of housing types. These projects include: • Quail Ridge Estates: small lot single-family development. • Arvada Ridge 2: additional multi -family north of the existing Arvada Ridge apartments. • Former Jolly Rancher site: A developer has held a pre -application meeting with Staff regarding atownhome development. Planning Commission Case No. WZ17-11 /Clark • Hance Ranch: the northern portion of the property has been approved for townhomes, and a pre -application meeting has been held with a developer wanting to build multi -family on the southern half. • Haskins Station: proposal for approximately 500 dwelling units consisting of both large and small lot single-family homes, paired homes, and apartments. Within this context, Quail Run is located halfway between the two rail stations and is immediately adjacent to existing single-family residential. As such the northern and eastern edges of the property are buffered with single-family homes. This transitions to townhomes moving southwest towards the proposed Haskins Station development and the development projects occurring around the Wheat Ridge - Ward Station. IV. ZONE CHANGE CRITERIA Staff has provided an analysis of the zone change criteria outlined in Section 26-112.E. The Planning Commission shall base its recommendation in consideration of the extent to which the following criteria have been met: 1. The change of zone promotes the health, safety, and general welfare of the community and will not result in a significant adverse effect on the surrounding area. By orienting denser residential uses on the west side adjacent to planned future development, and by buffering the existing Skyline Estates neighborhood with single-family homes, the change of zone will not result in adverse effects on the surrounding area. Portions of the subject property are underutilized, and have been the subject of Code Enforcement action in the past. The Planned Residential Development zoning is expected to have a positive impact on the neighborhood both aesthetically and from a property value perspective. The subject site serves as a transition between lower density residential uses to the east and higher intensity uses planned and under construction to the west, and supports compatibility between future redevelopment, existing land uses, and nearby transit stations. Staff concludes that this criterion has been met. 2. Adequate infrastructure/facilities are available to serve the types of uses allowed by the change of zone, or the applicant will upgrade and provide such where they do not exist or are under capacity. All responding agencies have indicated they can serve the property with improvements installed at the developers' expense. Should the zone change be approved, a more detailed review will occur at the time of the Specific Development Plan and subdivision plat. Staff concludes that this criterion has been met. 3. The Planning Commission shall also find that at least one 1 of the following conditions exists: Planning Commission Case No. WZ17-11 /Clark a. The change of zone is in conformance, or will bring the property into conformance, with the City of Wheat Ridge comprehensive plan goals, objectives and policies, and other related policies or plans for the area. Envision Wheat Ridge, the City's 2009 comprehensive plan (Exhibit 6, Comprehensive Plan), identifies this area as a Neighborhood. This designation calls for places for people to own homes and thrive and where residents of all ages can live safely and comfortably. The plan includes the following goals for the Neighborhood designation associated with this location: 1. Maintain and enhance the quality and character of Wheat Ridge's established neighborhoods. 2. Increase housing options. 3. Increase investment and stability in Neighborhood Revitalization Areas. The buffering of the existing single-family homes will help maintain and enhance the quality and character of the established adjacent neighborhoods in both Wheat Ridge and Arvada. The proposal provides an increase in housing options for the City. The applicant has proposed a mix of single-family homes and townhomes located approximately half -way between two RTD Gold Line stations, providing potential buyers with several options in close proximity to transit, Interstate 70, and adjacent commercial services. Finally, this increased investment in the area will help bring stability to underutilized and difficult to maintain large parcels which have been subjected to Code Enforcement action in the past. Staff concludes that this criterion has been met. b. The existing zone classification currently recorded on the official zoning maps of the City of Wheat Ridge is in error. Staff has not found any evidence of an error with the current A-1 zoning designation as it appears on the City zoning maps. Staff concludes that this criterion is not applicable. c. A change of character in the area has occurred or is occurring to such a degree that it is in the public interest to encourage redevelopment of the area or to recognize the changing character of the area. The areas along Ridge Road between Kipling Street and Ward Road have, and continue to see, development pressure based on the construction of the RTD Gold Line. Closer to Ward Road, the City of Wheat Ridge has seen development interest that capitalizes upon the proximity to a commuter rail station in the form of townhouse and multi -family developments. Large portions of land near the Wheat Ridge - Ward Station are zoned Mixed Use -Commercial Transit Oriented Development (MU -C TOD), which encourages densities and uses compatible with close proximity to a transit station. The City of Arvada has seen similar interest and development closer to Kipling Street, with upwards of 350 established apartments and approximately 300 apartments under construction at Arvada Ridge. Between Kipling and Ward, the Skyline Estates subdivision consisting of single-family homes and condos was Planning Commission Case No. WZ17-11 /Clark constructed between the early and late 2000s. Quail Ridge Estates, directly to the south of the subject property, is currently under construction. Development interest is also present on the vacant parcel to the west, proposed to have single-family homes, townhomes, and apartments. Mi The proposed development complements both the existing character and the changing character of the area Staff concludes that this criterion has been met. d. The proposed rezoning is necessary in order to provide for a community need that was not anticipated at the time of the adoption of the City of Wheat Ridge comprehensive plan. The proposed rezoning does not relate to an unanticipated need. The Comprehensive Plan was written with the rail station in mind, and anticipated residential neighborhoods at this location. Staff concludes that this criterion is not applicable. Staff concludes that the criteria used to evaluate zone change support this request. V. NEIGHBORHOOD MEETING Pursuant to section 26-109 of the Code of Laws, the applicant notified all property owners and residents within 600 feet of the site of the neighborhood meeting. Neighborhood meetings are required prior to submittal of an application for a zone change. Prior to the neighborhood meeting Staff received two letters stating concern with the proposed development. Both raised similar concerns regarding high density development and drainage, and one letter stated concerned about a loss of trees The neighborhood input meeting was held on December 5, 2017. Approximately 22 members of the public attended the meeting in addition to the applicant and staff. During the meeting concerns were raised about the townhomes fronting 54ffi Avenue, traffic impacts on Ridge Road, and general questions regarding architecture, drainage, and potential price points Meering Notes). After the neighborhood meeting and prior to receiving the formal application, Staff received one additional letter M which discouraged multi -family homes in this development, but also stated that if the City will permit multi -family homes, it is requested they not be located along 54"' Avenue, as was proposed on a draft site plan shown at the neighborhood meeting. The letter preferred single-family homes along 54a' Avenue for compatibility with the neighboring Skyline Estates neighborhood. The letter also requested parking not be located on 54u' Avenue, as was presented on a draft site plan. Staff and the applicant acknowledged these neighborhood concerns, and as a result the site plan presented to the Planning Commission is different that the plan shown during the neighborhood meeting: the townhomes have been internalized, parking has been removed from 54ffi Avenue, and all homes along 54a' Avenue are single-family homes. Planning Commission Case No. WZ17-11 /Clark Public noticing is also required prior to public hearings. This noticing began on March 1. As of the finalization of this Staff Report on March 9, no comments, letters, or calls have been received by Staff. Any letter submitted between March 9 and the Planning Commission public hearing on March 15 will be entered into the record and distributed to the Commissioners during the public hearing. VI. AGENCY REFERRAL All affected service agencies were contacted for comment on the zone change request and regarding the ability to serve the property. Specific referral responses follow: Wheat Ridge Public Works Department: No comments. Valley Water District: Connection can be made via 54'' Avenue, applicant needs to work with Valley Water and Denver Water on creating a secondary access point, likely within Haskins Station right-of-way. Clear Creek Valley Sanitation District: Applicant will need to work with district to extend the main into the property. Access through the 15 -foot Quail Street right-of-way to the south is acceptable. Arvada Fire Protection District: Standard comments provided regarding access and compliance with the International Fire Code. Additionally, the applicant requested that two alleys be allowed a minimum unobstructed width of 24 feet wide, when 26 feet is typically required. Due to the other access options, the Fire District finds this to be an acceptable modification. City of Arvada: Regarding drainage, Arvada noted that coordination with effected property owners in Skyline Estates is necessary. Wheat Ridge Police Department: No objection. Century Link: No objection. Xcel Energy: No objection. VII. STAFF CONCLUSIONS AND RECOMMENDATION Staff concludes that the proposed zone change promotes the health, safety and general welfare of the community and will not result in a significant adverse effect on the surrounding area Staff further concludes that utility infrastructure is adjacentto and can serve the property atthe developer's expense. Finally, Staff concludes that the zone change is consistent with the goals and objectives of the Comprehensive Plan by promoting neighborhood compatible uses and promoting reinvestment in an older slowly diminishing agricultural peninsula of Wheat Ridge. Because the zone change evaluation criteria support the zone change request, staff recommends approval of Case No. WZ-17-11. Planning Commission Case No. WZ17-11 /Clark VIII. SUGGESTED MOTIONS Option A: "I move to recommend APPROVAL of Case No. WZ-17-11, a request for approval of a zone change from Agricultural -One to Planned Residential Development with an Outline Development Plan (ODP) for property located at 5372 and 5392 Quail Street, for the following reasons: 1. The proposed zone change will promote the public health, safety, or welfare of the community and does not result in an adverse effect on the surrounding area. 2. The proposed zone change is consistent with the goals and objectives of the City's Comprehensive Plan. 3. The proposed zoning includes a circulation network that supports the City's 4. The proposed zoning establishes enhanced design controls related to site design and architecture that will result in a high-quality development. 5. The criteria used to evaluate a zone change support the request. And with the following conditions: 1. The Quail Run specific development plan and subdivision plat shall not be reviewed at public hearing until Quail Street has been dedicated as public right-of-way on the adjacent property to the west or on the subject property. 2. If final utility and/or drainage designs affect off-site property owners, written authorization shall be provided from those owners prior to public hearings for the Quail Run subdivision plat. 3. Revise single-family attached minimum rear yard setback to 15 feet. Option B: "I move to recommend DENIAL of Case No. WZ-17-11, a request for approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan (ODP) for property located at 5372 and 5392 Quail Street, for the following reasons: 1. 2. ... Planning Commission 10 Case No. WZ17-11 /Clark ♦ I A I % Of WheatPjAe Geographic Information Systems Legend O Subject Property City of Arvada EXHIBIT 1: AERIAL n/ 7 54TH LN > '54TH PL -- Stare Pare coordinate Proiec0on N Colorado Central Zone p DaWm: NAD83 N Planning Commission 11 Case No. WZ-17-11 /Clark EXHIBIT 2: ZONING MAP Planning Commission 12 Case No. WZ-17-11 /Clark EXHIBIT 3: OUTLINE DEVELOPMENT PLAN Attached as an 11x17 document on the following page. Planning Commission 13 Case No. WZ17-11 /Clark a 0 (N U) 00 0 0 N to 0 U c`o 2 cc a� H OWNERS CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. Arthur J. Aho Arthur Joel Aho Revocable Trust State of Colorado County of Jefferson Barbara J. Aho Barbara Jean Aho Revocable Trust The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Gregory R. Skalla State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Joel L. Lubker State of Colorado County of Jefferson Dawn R. Lubker The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Summer Clark State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE PI L( NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO VICINITY MAP (NO SCALE) LAND USE TABLE USE SF ACRES ATTACHED SINGLE FAMILY LOTS ±64,838 ±1.49 DETACHED SINGLE FAMILY HOMES ±76,014 ±1.75 OPEN SPACE/ LANDSCAPING 1 ±34,933 1 ±0.80 STREETS/ ALLEYS ±86,011 CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED DURING SPECIFIC DEVELOPMENT PLAN TO AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 17200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. DRAINAGE CONSIDERATIONS: PER CITY OF WHEAT RIDGE SITE DRAINAGE REQUIREMENTS, WATER QUALITY FEATURES MAY BE LOCATED THROUGHOUT THE SITE, AND A DETENTION FACILITY IS PROPOSED TO BE LOCATED IN THE SOUTHEAST CORNER OF THE PROPERTY. A FINAL DRAINAGE REPORT, DESIGN, AND EASEMENT SHALL BE PROVIDED WITH THE SUBDIVISION PLAT. THE HOA WILL BE RESPONSIBLE FOR MAINTENANCE. FLOOD PLAIN: PROPERTY LIES OUTSIDE OF THE 100 -YEAR FLOOD PLAIN. THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN. CASE HISTORY: CASE # WZ-17-11 INDEX OF SHEETS: 1. COVER SHEET 2. PRELIMINARY SITE PLAN SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. o�p0 R ov. gip. EN9••% �p U�294.I49p"` a 'V29/20 -f o �AL LANO'� JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY DESCRIPTION - ZONING: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 499.28 FEET; THENCE S89034'25"W ALONG A LINE 160 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16 A DISTANCE OF 430.76 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00°15'01 "W ALONG SAID EAST LINE A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 234,441 SQUARE FEET OR 5.382 ACRES, MORE OR LESS BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. SEE SHEET 2 OF 2 FOR DEVELOPMENT STANDARDS ALLOWED USES: 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. CITY CERTIFICATION Approved this day of by the Wheat Ridge City Council. ATTEST City Clerk Community Development Director Mayor PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) I hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of , A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNCC 'ILITY NOTIFICATION NTER OF COLORAD 800.922.1987 www.uncc.or Know what's below. Call before you dig. CALL 81 1 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. JUSTER CIVIL LNGINI !_F 1NG LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet PUD -R CITY OF ARVADA C PUD -I Q IL M 0 00 T C) N ti 0 _r_E ca ca Cn a� c a� QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF ARVADA CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO I I I I I I I ; I 12 I I I I I I I 13 I I I I I I I 14 I I I I I DETENTION POND DEVELOPMENT STANDARDS: 6. SFD MAXIMUM DENSITY: 14 UNITS 7. SFA MAXIMUM DENSITY: 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 8-12 BUILDINGS, SHOWN CONCEPTUALLY AS SFA1- 10) 40 20 0 40 8. MINIMUM SETBACKS (MEASURED TO FOUNDATION) 40 SCALE: 1" — 40' i. SINGLE FAMILY DETACHED: a. FRONT SETBACK= 10' b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. c. SIDE SETBACK = 5' d. REAR SETBACK = 10' e. MINIMUM DRIVEWAY LENGTH = 15' TO BACK OF WALK. f. MAXIMUM DRIVEWAY WIDTH = 18' g. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 1' ii. SINGLE FAMILY ATTACHED: INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI -UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW. a. FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 10' b. FRONT OR SIDE SETBACK FACING OPEN SPACE = 5' c. REAR SETBACK FACING ALLEY = 0' d. MINIMUM BUILDING SEPARATION = 10' e. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 2' UTILITY 2' UTILITY SSIGNAGE ZONE SIGNAGE ZONE 9. PARKING 53' R.O.W. 5' MIN. 2.5 6' 11' 11' 6' 2.5'5' MIN. SIDEWALK PARKING LANE LANE PARKING SIDEWALK 2% 2% 26' FIRE CLEAR ZONE ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE GL i. OFF-STREET PARKING: ALL HOMES WILL HAVE TWO -CAR GARAGES. ii. VISITOR PARKING: a. SFA TO PROVIDE ONE ON -STREET VISITOR SPACE FOR EVERY 10 OFF- STREET SPACES PROVIDED. b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON -STREET. 10. LANDSCAPING: i. SFA MINIMUM OPEN SPACE: 30% ii. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 11. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 24' in. %� 12. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN. 24' Min. FIRE CLEAR ZONE ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE 54' R.O.W. 5'MIN.' 13' GL 13' 2'11" 5' MIN. 2' UTILITY IDEWALK 8 LANE LANE SIDEWALK SIGNAGE ZONE 11" 11" 2% 1 2% ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE i. MAXIMUM NUMBER: 1 ii. MAXIMUM SIGN AREA: 36 S.F. iii. MINIMUM SETBACK: 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE TRIANGLE) iv. MAXIMUM HEIGHT: 5' 13. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 14. ARCHITECTURAL AND STREETSCAPE DESIGN i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE: a. FACADES FACING PUBLIC R.O.W. AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. c. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE ELEVATIONS. ii. SINGLE FAMILY ATTACHED ARCHITECTURE: a. WILL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES. b. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE. J,USTER 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SCRIN DUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2 of 2 1. USE AREAS: LEGEND i. USE AREA "A" IS THE SINGLE FAMILY DETACHED (SFD) UNITS DEFINED AS LOTS 1-14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. PROPERTY LINE AND CITY OF WHEAT RIDGE BOUNDARY ■ ■ ii. USE AREA "B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE SOUTH RE -ZONING LINE UTILIZED FOR SINGLE FAMILY ATTACHED (SFA) HOMES. CENTER LINE — 2. MAXIMUM HEIGHT: 35 FEET SETBACK LINE ------ CURB & GUTTER 3. SFD MINIMUM LOT AREA: 4,500 SQUARE FEET ASPHALT PAVEMENT 4. SFD MINIMUM LOT WIDTH: 50 FEET CONCRETE SIDEWALK ; -....' 5. SFD MAXIMUM BUILDING COVERAGE: 60% 6. SFD MAXIMUM DENSITY: 14 UNITS 7. SFA MAXIMUM DENSITY: 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 8-12 BUILDINGS, SHOWN CONCEPTUALLY AS SFA1- 10) 40 20 0 40 8. MINIMUM SETBACKS (MEASURED TO FOUNDATION) 40 SCALE: 1" — 40' i. SINGLE FAMILY DETACHED: a. FRONT SETBACK= 10' b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. c. SIDE SETBACK = 5' d. REAR SETBACK = 10' e. MINIMUM DRIVEWAY LENGTH = 15' TO BACK OF WALK. f. MAXIMUM DRIVEWAY WIDTH = 18' g. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 1' ii. SINGLE FAMILY ATTACHED: INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI -UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW. a. FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 10' b. FRONT OR SIDE SETBACK FACING OPEN SPACE = 5' c. REAR SETBACK FACING ALLEY = 0' d. MINIMUM BUILDING SEPARATION = 10' e. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 2' UTILITY 2' UTILITY SSIGNAGE ZONE SIGNAGE ZONE 9. PARKING 53' R.O.W. 5' MIN. 2.5 6' 11' 11' 6' 2.5'5' MIN. SIDEWALK PARKING LANE LANE PARKING SIDEWALK 2% 2% 26' FIRE CLEAR ZONE ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE GL i. OFF-STREET PARKING: ALL HOMES WILL HAVE TWO -CAR GARAGES. ii. VISITOR PARKING: a. SFA TO PROVIDE ONE ON -STREET VISITOR SPACE FOR EVERY 10 OFF- STREET SPACES PROVIDED. b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON -STREET. 10. LANDSCAPING: i. SFA MINIMUM OPEN SPACE: 30% ii. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 11. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 24' in. %� 12. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN. 24' Min. FIRE CLEAR ZONE ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE 54' R.O.W. 5'MIN.' 13' GL 13' 2'11" 5' MIN. 2' UTILITY IDEWALK 8 LANE LANE SIDEWALK SIGNAGE ZONE 11" 11" 2% 1 2% ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE i. MAXIMUM NUMBER: 1 ii. MAXIMUM SIGN AREA: 36 S.F. iii. MINIMUM SETBACK: 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE TRIANGLE) iv. MAXIMUM HEIGHT: 5' 13. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 14. ARCHITECTURAL AND STREETSCAPE DESIGN i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE: a. FACADES FACING PUBLIC R.O.W. AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. c. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE ELEVATIONS. ii. SINGLE FAMILY ATTACHED ARCHITECTURE: a. WILL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES. b. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE. J,USTER 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SCRIN DUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2 of 2 Parcels not being redeveloped Shift in Quail Street in order to accommodate a functional street for Haskins Station and Quail Run. Planning Commission 15 CaseNo. WZ-17-11 /Clark EXHIBIT 5: AREA OVERVIEW Attached as an 11x17 document on the following page. Planning Commission 16 Case No. WZ17-11 /Clark Legend _ ance Ranch lop �J single-family _� M I i f it , h _. _ North. Single-family 1 tam u- i �In �Townhomes ti and Air y I Aulexes - - FormerJoll Rancher sit - South. -- Pre-a ---------- -application for - - - - - , pp Pre -application for a - �n stri townhomes Multi -family '-- .cnl r i II �, - �P A �Cr - I � - ii i iii iiiir�i, 71- _ EXHIBIT 7: APPLICANT LETTER QUAIL RUN ZONE CHANGE REQUEST FROM A-1 to PRD SCHAL Investments, LLC proposes to rezone properties currently known as 5372-5392 Quail Street from Zone A-1 to PRD. This proposed development will feature unique character with a variety of architectural designs in homes ranging from 1,200 to 3,000 square feet, with two -car garages, and ample on -street parking. Residences will be comprised of 14 two-story single family detached homes, and 8-10 three-story buildings with 42 single family attached homes. Open space is planned in the most central part of the PRD for residents to enjoy the natural beauty of the area and create community synergy. The goal of the "Quail Rud' development is to bring quality housing to Wheat Ridge in an effort to renew aging housing and outdated agricultural habitats, while encouraging new homeownership opportunities for urban commuters frequenting the new RTD Gold -Line lite rail that runs near the project The planned residential development will enhance an under utilized infill area on the northernmost top of a peninsula in Wheat Ridge surrounded by Arvada neighborhoods to the east, north and a future neighborhood to the west Quail Run will provide pedestrian connectivity and interaction with the surrounding communities. It will serve as a transitional neighborhood designed to allow buffering and density transition from the Skyline Estates neighborhood to the east and north, and for higher density multifamily uses to the west h171[NIRiO171role] 0llgll[/]141 The proposed PRD is not in any specific subdivision, though the Jefferson County Assessor's office calls our neighborhood: Neighborhood: 2320 - APPLERIDGE ESTATES, STANDLEV HEIGHTS, WR GARDN Apple Mee fPflapp,t. %E,e µ Gedeleal 1. 1.npAe -£ - d 4,l-ee o Mess V..�e e� Our neighborhood description is still referenced in metes and bounds originating through deeds from Anna Nelson, a believed descendent of E.G. Tost who received the initial deed to the land from the State of Colorado on May 15, 1885. Anna Nelson received deed from E.G. Tost on July 25, 1920 as follows: "The West (W.)fourteen (14) acres of the Southeast (S.E) quarter of the Northwest (N.W.) Quarter of Section Sixteen (16), Township Three (3) South, Range Sixty-nine (69) West(WJ of the 6« P.M. Planning Commission 18 Case No. WZ17-11 / Clark subject to easements of County roads and the right-of-way of the Colorado and Southern Railway Company, together with Five(S) shares ofstock in the Wannamaker Ditch Company." Today approximately 6 acres of these 14 acres are proposed for the Planned Residential Development of 56 fee simple lots. NEIGHBORHOOD ANALYSIS The subject neighborhood sits close to the new RTD Gold Line not far from the Gold Line Ward Station and uniquely among residential and mixed use industrial and commercial areas within a Y4 mile span. REZONING The RTD -Gold Line is one of the drivers for rezoning the properties due to the area's' Ward G Line Station Vision' resulting from ten years of planning and citizen support Current market conditions and updated planning objectives around the RTD Ward Station area within a half mile radius result in a potential TND opportunity for the land bordering west of the "Quail Run' project Below is the "Schematic of plans for Transit -Oriented Development north of I-70" which details the desired changes for the area that positions it to be... "the premier location in the metro area for outdoor recreation focused companies and employers utilizing the concept of co -working spaces that fosters o shared working environment" (Quote from City Manager's Column, "Connections" publication from the City of Wheat Ridge, Issue 60, Fall/Winter 2016) Planning Commission 19 Care No. WZ17-11 /Clark As referenced below, Quail Run sits at a unique juncture between traditional single family housing to the east and north transitioning to high density apartment complexes, duplexes, patio homes, and single family homes to the west (i.e. "Haskins Station" for which formal application is being submitted to the City of Arvada to develop this open land bordering west and southwest of the proposed Quail Run project) The RTD Gold -Line Lite Rail sits less than 1,200 feet to the south of Quail Run and the Ward G Line Station is just over a quarter mile away via Ridge Road. PUBLIC UTILITIES • Water: Valley Water District. • Sewer: Clear Creek Valley Sanitation • Gas/Electric: Xcel Energy • Telecommunications: Comcast/Xfinity Planning Commission 20 Care No. WZ17-11 /Clark PRESENT AND FUTURE EFFECT ON PUBLIC FACILITIES AND SERVICES The agricultural properties represented in Quail Run for development are serviced with older private wells and septic systems. The new proposed development would create a safer and healthier environment for suburban community living eliminating concerns for fire or sanitary health in the neighborhood. Adhering to the fire code, hydrants will be installed every 300 feet throughout Quail Run, and serviced by Valley Water District from 541h Avenue bordering the project to the north. Sanitation lines would replace the septic systems. An extended detention basin will be designed to capture storm water runoff following historic overall drainage patterns that flow into an existing drainage basin easement bordering east and flowing southeast of Quail Run. Quail Run adds sidewalks while also increasing transportation connections by creating new roadways within the development and opening the area to connect 541h Avenue (currently dead ends north of the PRD) and Ridge Road via Quail Street. A dedicated open space centrally located within Quail Run in addition to landscaping throughout are planned to cultivate natural beauty and preserve a park like presence within the development. Due to its size, this development may enhance the Jefferson County School District with some students, and is not considered to bring an impact of concern to the district. Based on the Quail Run Traffic Generation Report, this development does not add significant traffic that would negatively effect the neighborhood. In summary, the requested zone change and proposed development embraces the City of Wheat Ridge's larger long-term vision as presented in its comprehensive plan by enhancing the quality of the established neighborhoods while increasing housing options within a plan designed for the creation of a healthy and active community. Planning Commission 21 Case No. WZ-17-11 /Clark EXHIBIT 8: SITE PHOTOS A View of the subject properties looking north along Quail Street. 5372 Quail Street can be seen in the foreground, while 5392 Quail Street can be seen through the trees in the background of the photo. Planning Commission 22 Case No. WZ-17-11 /Clark View of Quail Street looking north from Ridge Road, within the Quail Ridge Estates Subdivision. This image demonstrates the improvements that will be made to Quail Street, and what is currently the only access point into the subject property. View of Quail Street looking north from 53th Avenue within the Quail Ridge Estates subdivision. This is the point where Quail will shift into the City of Arvada to the left. The home that can be seen in this photo is not redeveloping, nor is the home to the north. Only 15 -feet of dedicated right-of-way exists where the dirt road begins in this photo, necessitating the shift of Quail Street westward. Planning Commission 23 Case No. WZ-17-11 /Clark Planning Commission 24 Case No. WZ-17-11 /Clark EXHIBIT 9: LETTERS PRIOR TO NEIGHBORHOOD MEETING Zackary Wallace From: Robert E & Susan R Wilson <rewsnv44@comcast.net> Sent: Sunday, December 3, 2017 7:46 PM To: Zackary Wallace Subject: Our meeting about the Quail Run development Dear Zack, I want to thank you for taking the time to meet with me before Thanksgiving about my concerns about our property boundary on Parfet Street in Skyline Estates (in Arvada) related to the proposed Quail Run development (in Wheat Ridge) behind our back fence. Behind our wood fence are some metal stakes placed by our builder about one foot away and a barb wire fence about 8 feet behind the fence. My husband has been unable to locate official survey pins, which may be buried, even using a metal detector. Also uncertain to us is the actual location of the city boundary between Arvada and Wheat Ridge. We hope that a detailed survey conducted by the developer will clarify the property line so that the developer does not encroach on our property and observes appropriate set -backs. We are also concerned about potential drainage issues. The developer has apparently purchased a strip of land behind the fences of all the houses on the west side of the 5300 block of Parfet Street and has contacted homeowners at the south end of the block about possiblytying into our drainage pans and easement. This is unacceptable, as this could cause drainage problems for all the lots on Parfet, even those of us uphill. Because drainage and flood management are no doubt concerns for both cities, I believe care must be taken when approving drainage plans for the development of Wheat Ridge property so that it does not cause harm to our properties in Arvada. Perhaps the planners in both cities could work together on this. My final concern is the level of density of the proposed development. Quail Run will be surrounded on three sides by single-family detached homes in the city of Arvada. Skyline Estates borders Quail Run on the east and north. The proposed 44 attached multi -story townhomes on that small parcel of land are just not compatible with our existing neighborhood. Plans for the new Arvada development on the west side of Quail Street show single family homes there as well that would be facing the townhomes. I am not surprised by nor opposed to residential development of this land. But I would like to see the Wheat Ridge re -zoning process take into consideration the impact of this development on homes in your neighboring city of Arvada and approve development that would be consistent with the character of this area. I look forward to seeing you again at the community meeting Tuesday evening. Many thanks, Susan Wilson 5373 Parfet Street Arvada, CO 80002 303-420-7127 Planning Commission 25 Care No. WZ17-11 /Clark December 1, 2017 City of Wheat Ridge - Planning Department ATTN: Zack Wallace Mendez 7500 W 29"1 Avenue Wheat Ridge, CO 80033-8001 Dear Zack, Our neighborhood group, the 5300 block of Parfet Street in Skyline Estates, met to discuss the proposed Quail Run development by the Clark family. This was prompted by the public notice we received regarding a neighborhood meeting to be held on Tuesday, December 51h. To begin, we received a draft plot of the proposed 11 single family homes and 44 attached units. We don't think this many units is a good fit for our neighborhood community. After discussion of this proposal we have the following concerns that we'd like the City of Wheat Ridge to strongly consider when deciding how to rezone: *Impact of high density additions to road usage in this area already at capacity: specifically Ridge Rd *Impact of high density additions to attendance in neighboring schools: specifically Vanderhoof *Drainage needs, detention ponds, and plans for possibly merging with our current drainage *High footprint percentages on small lots with multi-level homes *Loss of trees on east side of proposed development (bordering our yards) and loss of mature trees housing owl populations Our neighborhood group would be satisfied with the development of Quail Run if it incorporates the following parameters: 1. ALL single family homes or ranch patio homes which would incorporate into our existing community 2. Protecting established mature trees that support owl populations; mirroring City of Arvada's rule to replace trees 1 for 1 if removing them 3. Larger lot sizes and a maximum 35-40% footprint on lots, similar to Quail Ridge down the road. 4. Homes built directly adjacent to the fences of Skyline Estates being set -back at the rear an equivalent distance as to Parfet Street (appx. 30 ft) 5. Home designs with no roof patios, to preserve our privacy 6. Creation of drainage/detention pond that does not access, merge, or impede on existing drainage easement on properties located on the 5300 block of Parfet Street in Skyline Estates. We are not asking to stop the development, but we'd like to find a solution that pleases all parties and doesn't change the character of our neighborhood that we've enjoyed for so many years. We understand both the City of Arvada and Wheat Ridge are excited to build more high density housing near the commuter rails. This development falls geographically far enough outside the walkable distance for that to be a consideration. Planning Commission 26 Case No. WZ-17-11 /Clark Our concerns are compounded by the already proposed and upcoming high density housing in this immediate area and how adding more would increase the burden on city and county resources: "Apartments, patio homes and single family homes on Ridge road west of Quail Ridge Estates -Townhomes and single family homes on the south west corner of Ridge and Robb -Apartments on southwest corner of 52 Avenue and Tabor St *Apartments on Ridge road east of Ridge Home and north of the Commuter rail station *389 apartments on SWh and Simms by the Stenger Soccer Fields Please acknowledge receipt of our concerns and help us address protecting our neighborhood community. Planning Commission 27 Case No. WZ17-11 /Clark Our concerns are compounded by the already proposed and upcoming high density housing in this immediate area and how adding more would increase the burden on city and county resources: *Apartments, patio homes and single family homes on Ridge road west of Quail Ridge Estates *Townhomes and single family homes on the south west corner of Ridge and Robb *Apartments on southwest corner of 52nd Avenue and Tabor St *Apartments on Ridge road east of Ridge Home and north of the Commuter rail station *389 apartments on 58`h and Simms by the Stenger Soccer Fields Please acknowledge receipt of our concerns and help us address protecting our neighborhood community. Planning Commission 28 Case No. WZ-17-11 /Clark EXHIBIT 10: NEIGHBORHOOD MEETING Meeting Date: December 5, 2017 Attending Staff: Meredith Reckert, Senior Planner Zack Wallace Mendez, Planner II Scott Cutler, Planning Technician Location of Meeting: Wheat Ridge Recreation Center Property Address: 5352-5392 Quail Street Property Owner(s): Joel & Dawn Lubker (5352 Quail Street) Gregory Skalla (5372 Quail Street) Arthur Joel Aho Revocable Trust & Barbara Jean Aho Revocable Trust (5392 Quail Street) Applicant: Summer Clark Applicant Present? Yes Existing Zoning: Agricultural -One (A-1) Existing Comp. Plan: Neighborhood Existing Site Conditions: The subject properties are located along Quail Street north of Ridge Road and are currently unplatted. The site currently consists of three lots at the north end of Quail Street. Each lot is zoned Agricultural -One (A-1), each lot is under separate ownership, and each contains a single family home and various outbuildings. To the south at the intersection of Ridge and Quail Streets is a Planned Residential Development, Quail Ridge Estates, which is subdivided to allow the construction of single-family homes. It is currently under construction by Remington Homes. To the north, east, and west are properties in the City of Arvada. The property to the west is undeveloped, and properties to the north and east consist of single-family homes. Applicant Preliminary Proposal: The applicant would like to rezone and subdivide the property to develop 55 homes (11 single family, and 44 quadplex units). The single-family homes act as a transition from the lower density Skyline Estates subdivision on the east to the proposed quadplexes. The property owner of the southern parcel is not fully participating in the subdivision. The eastern half of the property will be retained for a detention pond and a future street, and the western half will be retained along with the existing home and barn. The following is a summary of the neighborhood meeting: Planning Commission 29 Case No. WZ17-11 /Clark • In addition to the applicant and staff, approximately 22 residents and property owners from the neighborhood attended the meeting; see attached sign-up sheets. • Staff explained the purpose of the neighborhood meeting, and informed the members of the public of the process for a rezone to Planned Residential Development (PRD) • Staff discussed the site, its zoning and surroundings. • The applicant presented their proposal and answered further questions, with help from staff. • The members of the public were informed of their opportunity to make comments during the process and at the required public hearings. The following issues were discussed regarding the zone change request and proposed development: Streets and ParkinQ Will Quail Street continue through to W. 54"' Avenue? Yes. How will the proposed parking along W. 54"' Avenue affect the Arvada residents across the street? The applicant is working with the City ofArvada. Arvada has requested improvements to the southern portion of 54`h Avenue along the subject property, which include sidewalks, on -street parking, and potentially bike lanes. The development itself will not infringe into the City of Arvada. Concerns were raised about traffic and the capacity of the surrounding roads. Staff noted that street connections are required and must meet Wheat Ridge standards if they are located in the City. They also noted that street designs and connections are being coordinated with the City ofArvada. The applicant noted that the southerly connection would focus on commerce and vehicles approaching I-70 and the TOD site, and the northerly connection would focus on pedestrian access to recreational facilities in Arvada. Will there be on -street parking on Quail Street? Yes. Will Quail Street be widened? Quail Street will need to follow street standards set forth by the City of Wheat Ridge and the City ofArvada. These standards and construction timelines are being coordinated and upgrades will be required as part of development on both sides of the street. A trip generation letter will be required by the City of Wheat Ridge as part of the ODP application. When a formal application is received, the City ofArvada will be referred on the application and will have the opportunity to provide comments. Concerns were raised about the lack of coordination between Wheat Ridge, Arvada, and Jefferson County regarding streets, and development in general. Staff noted they have met with Arvada several times and are coordinating efforts on street construction and connectivity as well as drainage. The cities are coordinating a "Memorandum of Understanding" regarding the roads. Site Design & Architecture How many stories will the homes be along 50' Ave.? While subject to change, the idea is two stories; however, all residential development in the City of Wheat Ridge is allowed up to 35' in height. Planning Commission 30 Case No. WZ17-11 /Clark What is the square footage of the single-family lots? They will likely be the same size or a little larger than the Quail Ridge Estates development to the south, which are approximately 6,500 to 7,500 square feet. The applicant noted the goal is to provide lots of at least 7, 000 square feet. Several residents were concerned about the 4-plexes along W. 50 Avenue as they are not compatible with the single-family homes to the north. It was suggested that single-family homes be relocated to front along 50 and the 4-plexes be placed to be internal to the site along the west side of Pierson Street. The applicant noted the suggestion and added that the 4-plexes would not detract from nearby home values as they will be underwritten as single-family homes and would be sold for approximately $500, 000. • What are the proposed designs of the single-family homes and 4-plexes? The plans are still in the conceptual stage, and will get more specific once a builder is confirmed. Staff noted that the Specific Development Plan, the second piece of the zone change, would focus on the architecture and site design. • Will there be a fence along W. 54"' Avenue? No, the homes will face the street (front yards) with sidewalks allowing access for residents to pass through from 54`h into the development. • Why aren't there more single-family homes and less 4-plexes? The applicant noted that they need to strike a balance between neighborhood transitions and balancing finances. This proposal was a result of a year of planning and plan iterations. • What is the possibility of the plan changing? That is up to the applicant. The plans will be subject to a review process through the City of Wheat Ridge, outside utility agencies, and public hearings at Planning Commission and the City Council. General Development Questions • Who is the engineer on the project? Juster Civil Engineering, which also developed part of the neighboring Skyline Estates in Arvada. • Who is the builder? Unclear at this point. The applicant is discussing options with various builders. • Where are the surrounding development proposals in their approvals process? Staff noted that these developments are in the City of Arvada. The vacant parcel to the west (Haskins Station) has submitted an application to Arvada, which shows 541h Avenue curving to the south to eventually connect with Ridge Road. • What are the potential list prices for the homes? The applicant noted that units in the 4-plexes would likely be listed for $500, 000 each, and the single-family homes would be listed for more. • What about drainage? The applicant noted interested parties should discuss with the Civil Engineer, and that she would provide his contact information. • Concerns were raised about owls that currently live in trees on the property. The applicant was not aware of the owls and noted that diseased or dead trees would need to be removed. • How does City staff feel about the development? Planning Commission 31 Case No. WZ17-11 /Clark Staff noted that the City supports a variety of housing options and that current housing trends are moving away from single-family development to mixed housing types or attached homes. The City wants compatibility with adjacent development and has been coordinating this for some time. How will this affect local schools? This area is part of the Jefferson County Public School District. Jefferson County schools will be referred on this application and will have the opportunity to provide comment. Staff noted that some schools in Wheat Ridge have actually closed due to low enrollment. Who will be responsible for the street frontages on W. 54"' Avenue and Quail Street? Landscaping maintenance will be handled by the HOA. Planning Commission 32 Case No. WZ17-11 /Clark EXHIBIT 11: LETTER AFTER NEIGHBORHOOD MEETING 18, 2017 Meredith Reckert, AICP Senior Planner, City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80033 RE: Proposed Quail Run Rezoning and Residential Development Dear Ms. Reckert: This letter is intended to express our concerns with the proposed rezoning and development of the parcel located southwest of 54th Avenue and Parfet Street in Wheat Ridge, Colorado. We understand this development is named "Quail Run" and is proposed to contain both single family homes and town homes, with town homes proposed along the south side of 54t1 Avenue. Our primary concern with the proposed site plan is the addition of up to sixteen (16) townhomes along 54" Avenue to the north, which would face existing single-family homes of the Skyline Estates Subdivision. We believe construction of townhomes along this frontage would be inconsistent with the existing character and feel of the adjacent single-family subdivision. In addition, we are concerned that the proposed on -street parking to support multi -family homes would add unnecessary glare and congestion to 54th Avenue, which currently does not support on -street parking and is better suited to bike lanes as currently exist east of Parfet Street. We strongly oppose the development of multifamily homes in Quail Run and urge the City of Wheat Ridge to only approve rezoning of this parcel for single family development. Alternatively, if the City allows multifamily homes within this development, we request that only single family homes be allowed along 54" Avenue in lieu of townhomes. These would act as a buffer and allow the transition to townhomes to occur south of 53rd Court. Requiring single family homes along 54`1 Avenue would also be more consistent with the character of the existing adjacent Skyline Subdivision, have reduced glare by eliminating on -street parking, and reduce traffic congestion. This approach would also allow for continuation of the bike lanes and a more bike friendly neighborhood, similar to 54th Avenue east of Parfet Street. As neighbors living nearby this proposed development, we have also observed numerous wildlife living on or near the property, including nesting owls. We respectfully request that the City of Wheat Ridge require a thorough Phase 1 Environmental Study as part of this development application, to ensure that existing wildlife habitats are maintained to the extent practicable, and that any protected species are identified. We thank you in advance for considering our concerns and look forward to discussing this as part of the Wheat Ridge development process. Please direct correspondence to our neighborhood representative, Dennis Peter, at (303) 916-5965 or dpeter@martinmartin.com. Sincerely, Planning Commission 33 Case No. WZ17-11 /Clark QUAIL RUN REZONING AND RESIDENTIAL DEVELOPMENT December 18, 2017 Print Name Print Address Shift... Planning Commission 34 Case No. WZ17-11 /Clark F.,/ M! IMM M .1��. M Mlop-MOPM rg _ r_tlJ/!JJJ11�,� ® ..�►1ll►le,_.i ® �. 11 � i,:�arc� ■ ®:T�� M _ Planning Commission 34 Case No. WZ17-11 /Clark G Q,rUA7l RrUN 5411 Avenue single Family: 1 I Attached Units 44 55 Staff Note: This was the draft site plan presented at the neighborhood meeting on December 5, 2017 which was also included with this letter. Planning Commission 35 Case No. WZ-17-11 /Clark City of Wh6at1<1�jgc POSTING CERTIFICATION CASE NO. WZ-17-11 PLANNING COMMISSION HEARING DATE: March 15, 2018 I, �?ttMM�a�i1�►� tt� (name) residing at '-j- L2- U o -A f t - as the applicant for Case No. (address) WZ-17-11 hereby certify that I have posted the Notice of r Public Hearing at sq tiy N !jE aiij-y4%. (.QUAL aM{7- (location) on this �" day of ARc_4,L- and do hereby certify that said sign has been posted and remained in place for fifteen (15) days prior to and including the scheduled day of public hearing of this case. The sign was posted in the position shown on the map below. Signature: _ NOTE: This form must be submitted at the public hearing on this case and will be placed in the applicant's case file at the Community Development Department. MAP 54TH PL S3�O rN !r r City of Wheat�dge PUBLIC POSTING REQUIREMENTS One sign must be posted per street frontage. In addition, the following requirements must be met: The sign must be located within the property boundaries. The sign must be securely mounted on a flat surface. • The sign must be elevated a minimum of thirty.(30) inches from ground. E The sign must be visible from the street without obstruction. i The sign must be legible and posted for fifteen (15) continuous days prior to and including the day of the hearing [sign must be in place until 5pm on March 15, 2018. It is the applicant's responsibility to certify that these requirements have been met and to submit a completed Posting Certification Form to the Community Development Department. City of Wheat P tdgle COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 291 Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 LETTER NOTICE (As required pursuant to Code Section 26-109.D) March 1, 2017 Dear Property Owner / Current Resident: This is to inform you of Case No. WZ-17-11, an application filed by SCHAL Investments for approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan for property located at 5372-5392 Quail Street. The Outline Development Plan proposes a mix of single family homes and townhomes. This request is scheduled for public hearing in the Council Chambers of the Municipal Complex at 7500 West 29th Avenue. The schedule is as follows: Plannin,2 Commission _ March 15. 2018 C&, 7:00 p.m., City Council April 23.2018 L& 7:00 a.m. As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. If you have any questions or desire to review any plans, please contact the Planning Division at 303-235-2846. Thank you, City of Wheat Ridge Planning Division Individuals with disabilities are encouraged to participate in all public meetings sponsored by the City of Wheat Ridge. If you need inclusion assistance, please call Sara Spaulding, Public Information Officer, at 303-235-2877 at least one week in advance of the meeting. www.ci.wheatridge.co.us Vicinity Map 54TH AVENUE CITY OF WHEAT RIDGE PUD -R T1, __ I SFA f v�u _ _EY _._ f Tw.cv• OPEN SPACE TM+wT A7 I � ®FAiI I ALLEY Tom• e r____ -------- SFA __ 5PA16j m G -O -WAY Townhomes — - — — not to exceed 42 units WZ1711.doc Single-family homes CITY OF ARVADA 6FAi � A. �L B El OFllN 5p E cf fc PUD -I I SFA f v�u _ _EY _._ f Tw.cv• OPEN SPACE TM+wT A7 I � ®FAiI I ALLEY Tom• e r____ -------- SFA __ 5PA16j m G -O -WAY Townhomes — - — — not to exceed 42 units WZ1711.doc Single-family homes ABBATE RICHARD V ABBATE CAROL A AMES RODGER L AMES BERNADINE ARELLANO TRAVIS J 5323 PARFET ST 5363 PARFET ST 5335 OWENS ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 ARTHUR JOEL AHO REVOCABLE TRUST BARBARA JEAN AHO REVOCABLE TRUST BEAULIEU KIRK G BECKER MAUDE BECKER MATT R 5300 QUAIL ST 5369 OWENS ST 11061 W 54TH AVE WHEAT RIDGE CO 80033 ARVADA CO 80002 ARVADA CO 80002 BIRD RICHARD J BIRD JANELL J BOGDAN JOSEPH BOTTOMLEY TIMOTHY A DERRINGER BEVERLY A 5342 PARFET ST 5339 OWENS ST 11191 W 54TH AVE ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 CALLAHAN MARY ANN ERES RITA ANN ERES BRUNO ALAN R SULLIVAN TONI R CONNIE ANITE CANNON DAVID H CANNON JENNIFER D 5362 PARFET ST 5329 OWENS ST 5355 OWENS ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 DEMOULIN JAMES DEMOULIN TAMMY ENGELMANN CHAD ENGELMANN JAMI FARR CHRIS L FARR ALLISON D 0 PO BOX 1597 11031 W 54TH AVE 5399 OWENS ST ARVADA CO 80001 ARVADA CO 80002 ARVADA CO 80002 FAY KENNETH FORTUITY LLC FRANKLIN KARL W FRANKLIN CORRINE 5393 PARFET ST 5337 PARFET ST 5347 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 GILLIGAN FAMILY LP GINNY MAY PARTNERSHIP HARRISON KYLE J HARRISON KYLIE B 4374 E PHILLIPS PL 1336 WICKLOW ST 5352 PARFET ST CENTENNIAL CO 80122 BOULDER CO 80303 ARVADA CO 80002 HART AARON R HAYMOND DARRIN R HAYMOND JENNEFER W HEANEY TERRI L KRIEGER 5356 PARFET ST 5357 PARFET ST 11101 W 54TH AVE ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 HOUSER CRAIG H HOUSER CHERYL L HUFFORD JERRY W RODRIGUEZ MARIANNE T KASPARI JEAN 11011 W 54TH AVE 11171 W 54TH AVE 5336 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 KING STEVEN J KING ANGELA S LUBKER JOEL L LUBKER DAWN R LY WILLIAM 5353 PARFET ST 5250 QUAIL ST 10962 W 54TH PL ARVADA CO 80002 WHEAT RIDGE CO 80033 ARVADA CO 80002 MALITO SCOTT A MALITO MELISSA A MCDONALD JEFFREY P MCKINNEY STEVEN G MCKINNEY KELLYDEEN 5349 OWENS ST 11211 W 54TH AVE 11251 W 54TH AVE ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 MORGAN ANDREW J MORGAN MEREDITH J MUKARAKATE CALVIN CHIGWADA HAMUNYARI NGUYEN MARIA 5383 PARFET ST 5343 PARFET ST 5346 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 PADILLA MICHAEL A PADILLA LORRAINE PAVLOV ANATOLIY PAVLOV ANGELI NA PETER DENNIS L PETER JULIE K 5319 OWENS ST 5332 PARFET ST 11131 W 54TH AVE ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 REMINGTON HOMES OF COLORADO INC REGAN GARY L REGAN JANICE A REGAN HAUPTMAN ROBERT RICHARD DICKINSON & CHERYL LYNN DI 5303 PARFET ST 5740 OLDE WADSWORTH BLVD 5389 OWENS ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 RUBY JAY B RUBY KAREN M RUPOLI ELLISA L RUPOLI DANNY F SCHULTZ KEITH R SCHULTZ MONICA SENCION 11231 W 54TH AVE 11271 W 54TH AVE 5293 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 SCOTT ELIZABETH K SHORT JASON SKALLA GREGORY R 5379 OWENS ST 8200 E 8TH AVE #2-102 5372 QUAIL ST ARVADA CO 80002 DENVER CO 80230 WHEAT RIDGE CO 80033 SKYLINE ESTATES FLG NO 1 MASTER ASSN INC SKYLINE ESTATES FLG NO 1 MASTER ASSN INC SKYLINE ESTATES FLG #1 MASTER ASSN INC MANAGEMENT SPECIALIST ASSOCIATION & COMMUNITY MANAGEMENT 13585 W COLFAX AVE 390 INTERLOCKEN CRESCENT #500 12265 W BAYAUD AVE STE 110 GOLDEN CO 80401 BROOMFIELD CO 80021 LAKEWOOD CO 80228 SSM RIDGE LLC STERNE CHRISTOPHER STERNE MARTHA STRICKLER CHRISTOPHER B 7353 S ALTON WAY 5366 PARFET ST 5230 QUAIL ST CENTENNIAL CO 80112 ARVADA CO 80002 WHEAT RIDGE CO 80033 TOST E G TERNES CHERYL L SUMMER CLARK TRINDER JOHN M TRINDER KRISTEN E 11151 W 54TH AVE 5392 QUAIL ST 5367 PARFET ST ARVADA CO 80002 WHEAT RIDGE CO 80033 ARVADA CO 80002 VANDERVEEN THOMAS 1 VANDERVEEN TURACHAK JAMES V TURACHAK SUSAN E KIMBERLY A VIGIL KATHERINE 5327 PARFET ST 5377 PARFET ST 11291 W 54TH AVE ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 WALKER JED WALKER JADA WILCOXSON DAVID N WILCOXSON KIMBERLY D WILSON ROBERT E WILSON SUSAN R 5359 OWENS ST 11201 W 54TH AVE 5373 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 WORK SCOTT M WORLEY JOYCE A WORLEY RONALD J 11091 W 54TH AVE 5333 PARFET ST ARVADA CO 80002 ARVADA CO 80002 a 0 (N U) 00 0 0 N to 0 U c`o 2 cc a� H OWNERS CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. Arthur J. Aho Arthur Joel Aho Revocable Trust State of Colorado County of Jefferson Barbara J. Aho Barbara Jean Aho Revocable Trust The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Gregory R. Skalla State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Joel L. Lubker State of Colorado County of Jefferson Dawn R. Lubker The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Summer Clark State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE PI L( NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO VICINITY MAP (NO SCALE) LAND USE TABLE USE SF ACRES ATTACHED SINGLE FAMILY LOTS ±64,838 ±1.49 DETACHED SINGLE FAMILY HOMES ±76,014 ±1.75 OPEN SPACE/ LANDSCAPING 1 ±34,933 1 ±0.80 STREETS/ ALLEYS ±86,011 CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED DURING SPECIFIC DEVELOPMENT PLAN TO AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 17200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. DRAINAGE CONSIDERATIONS: PER CITY OF WHEAT RIDGE SITE DRAINAGE REQUIREMENTS, WATER QUALITY FEATURES MAY BE LOCATED THROUGHOUT THE SITE, AND A DETENTION FACILITY IS PROPOSED TO BE LOCATED IN THE SOUTHEAST CORNER OF THE PROPERTY. A FINAL DRAINAGE REPORT, DESIGN, AND EASEMENT SHALL BE PROVIDED WITH THE SUBDIVISION PLAT. THE HOA WILL BE RESPONSIBLE FOR MAINTENANCE. FLOOD PLAIN: PROPERTY LIES OUTSIDE OF THE 100 -YEAR FLOOD PLAIN. THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN. CASE HISTORY: CASE # WZ-17-11 INDEX OF SHEETS: 1. COVER SHEET 2. PRELIMINARY SITE PLAN SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. o�D0 R CC, y9 t 504/29/2d 0 L LANDS) JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY DESCRIPTION - ZONING: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 499.28 FEET; THENCE S89034'25"W ALONG A LINE 160 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16 A DISTANCE OF 430.76 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00°15'01 "W ALONG SAID EAST LINE A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 234,441 SQUARE FEET OR 5.382 ACRES, MORE OR LESS BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. SEE SHEET 2 OF 2 FOR DEVELOPMENT STANDARDS ALLOWED USES: 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. CITY CERTIFICATION Approved this day of by the Wheat Ridge City Council. ATTEST City Clerk Community Development Director Mayor PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) I hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of , A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNCC 'ILITY NOTIFICATION NTER OF COLORAD 800.922.1987 www.uncc.or Know what's below. Call before you dig. CALL 81 1 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet PUD -R CITY OF ARVADA C PUD -I Q IL M 0 00 T C) N ti 0 _r_E ca ca Cn a� c a� QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT 11111111 N OUTLINE DE VELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF ARVADA CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO I I I I I I I ; I 12 I I I I I I I 13 I I I I I I I 14 I I I I I DETENTION POND DEVELOPMENT STANDARDS: 6. SFD MAXIMUM DENSITY: 14 UNITS 7. SFA MAXIMUM DENSITY: 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 8-12 BUILDINGS, SHOWN CONCEPTUALLY AS SFA1- 10) 40 20 0 40 8. MINIMUM SETBACKS (MEASURED TO FOUNDATION) 40 SCALE: 1" — 40' i. SINGLE FAMILY DETACHED: a. FRONT SETBACK= 10' b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. c. SIDE SETBACK = 5' d. REAR SETBACK = 10' e. MINIMUM DRIVEWAY LENGTH = 15' TO BACK OF WALK. f. MAXIMUM DRIVEWAY WIDTH = 18' g. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 1' ii. SINGLE FAMILY ATTACHED: INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI -UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW. a. FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 10' b. FRONT OR SIDE SETBACK FACING OPEN SPACE = 5' c. REAR SETBACK FACING ALLEY = 0' d. MINIMUM BUILDING SEPARATION = 10' e. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 2' UTILITY 2' UTILITY SSIGNAGE ZONE SIGNAGE ZONE 9. PARKING 53' R.O.W. 5' MIN. 2.5 6' 11' 11' 6' 2.5'5' MIN. SIDEWALK PARKING LANE LANE PARKING SIDEWALK 2% 2% 26' FIRE CLEAR ZONE ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE GL 24' 1. USE AREAS: LEGEND % i. USE AREA "A" IS THE SINGLE FAMILY DETACHED (SFD) UNITS DEFINED AS ?� LOTS 1-14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. PROPERTY LINE AND CITY OF WHEAT RIDGE BOUNDARY ■ ■ ii. USE AREA "B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE SOUTH RE -ZONING LINE UTILIZED FOR SINGLE FAMILY ATTACHED (SFA) HOMES. CENTER LINE — 2. MAXIMUM HEIGHT: 35 FEET SETBACK LINE ------ CURB & GUTTER 3. SFD MINIMUM LOT AREA: 4,500 SQUARE FEET ASPHALT PAVEMENT 4. SFD MINIMUM LOT WIDTH: 50 FEET CONCRETE SIDEWALK ;N....' 5. SFD MAXIMUM BUILDING COVERAGE: 60% 6. SFD MAXIMUM DENSITY: 14 UNITS 7. SFA MAXIMUM DENSITY: 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 8-12 BUILDINGS, SHOWN CONCEPTUALLY AS SFA1- 10) 40 20 0 40 8. MINIMUM SETBACKS (MEASURED TO FOUNDATION) 40 SCALE: 1" — 40' i. SINGLE FAMILY DETACHED: a. FRONT SETBACK= 10' b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. c. SIDE SETBACK = 5' d. REAR SETBACK = 10' e. MINIMUM DRIVEWAY LENGTH = 15' TO BACK OF WALK. f. MAXIMUM DRIVEWAY WIDTH = 18' g. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 1' ii. SINGLE FAMILY ATTACHED: INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI -UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW. a. FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 10' b. FRONT OR SIDE SETBACK FACING OPEN SPACE = 5' c. REAR SETBACK FACING ALLEY = 0' d. MINIMUM BUILDING SEPARATION = 10' e. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 2' UTILITY 2' UTILITY SSIGNAGE ZONE SIGNAGE ZONE 9. PARKING 53' R.O.W. 5' MIN. 2.5 6' 11' 11' 6' 2.5'5' MIN. SIDEWALK PARKING LANE LANE PARKING SIDEWALK 2% 2% 26' FIRE CLEAR ZONE ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE GL 24' Min. FIRE CLEAR ZONE ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE 54' R.O.W. 5'MIN.' 13' GL 13' 2'11" 5' MIN. 2' UTILITY IDEWALK 8 LANE LANE SIDEWALK SIGNAGE ZONE 11" 11" 2% 1 2% ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE i. OFF-STREET PARKING: ALL HOMES WILL HAVE TWO -CAR GARAGES. ii. VISITOR PARKING: a. SFA TO PROVIDE ONE ON -STREET VISITOR SPACE FOR EVERY 10 OFF- STREET SPACES PROVIDED. b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON -STREET. 10. LANDSCAPING: i. SFA MINIMUM OPEN SPACE: 30% ii. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 11. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 12. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN. i. MAXIMUM NUMBER: 1 ii. MAXIMUM SIGN AREA: 36 S.F. iii. MINIMUM SETBACK: 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE TRIANGLE) iv. MAXIMUM HEIGHT: 5' 13. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 14. ARCHITECTURAL AND STREETSCAPE DESIGN i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE: a. FACADES FACING PUBLIC R.O.W. AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. c. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE ELEVATIONS. ii. SINGLE FAMILY ATTACHED ARCHITECTURE: a. WILL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES. b. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE. led J,USTER 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SCRIN DUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2 of 2 24' Min. % ?� 24' Min. FIRE CLEAR ZONE ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE 54' R.O.W. 5'MIN.' 13' GL 13' 2'11" 5' MIN. 2' UTILITY IDEWALK 8 LANE LANE SIDEWALK SIGNAGE ZONE 11" 11" 2% 1 2% ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE i. OFF-STREET PARKING: ALL HOMES WILL HAVE TWO -CAR GARAGES. ii. VISITOR PARKING: a. SFA TO PROVIDE ONE ON -STREET VISITOR SPACE FOR EVERY 10 OFF- STREET SPACES PROVIDED. b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON -STREET. 10. LANDSCAPING: i. SFA MINIMUM OPEN SPACE: 30% ii. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 11. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 12. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN. i. MAXIMUM NUMBER: 1 ii. MAXIMUM SIGN AREA: 36 S.F. iii. MINIMUM SETBACK: 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE TRIANGLE) iv. MAXIMUM HEIGHT: 5' 13. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 14. ARCHITECTURAL AND STREETSCAPE DESIGN i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE: a. FACADES FACING PUBLIC R.O.W. AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. c. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14 SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE ELEVATIONS. ii. SINGLE FAMILY ATTACHED ARCHITECTURE: a. WILL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES. b. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE. led J,USTER 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SCRIN DUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2 of 2 ♦SII City Of c�7�IheatR�dge COMMUNITY DEVELOPMENT Memorandum TO: Summer Clark, SCHAL Investments LLC FROM: Zack Wallace Mendez, Planner II DATE: March 2, 2018 SUBJECT: WZ-17-11 / Quail Run I have completed my review of the Outline Development Plan (ODP) for the proposed residential development at 5372-5392 Quail Street. I have the following comments (redlines are also attached that correspond with the comments below): Page 1 1. Vicinity Map: a. Remove streets within the proposed Quail Run development, as they don't exist yet. b. Remove lot lines along Parfet Street. c. Outline the subject property with a simple square and some hatching. 2. Legal description: a. This should match the area being rezoned, which is only the Aho and Skalla properties. b. Please ensure the legal description does not include the 8' ship of land, or any land on the Lubker property. The Lubker's will still need to sign this document since their property is being used for drainage and right-of-way, but none of their existing property will be rezoned. 3. Character of Neighborhood: a. delete last sentence. 4. Add the following notes in the same area as the ODP Note and Phasing note: Drainage Considerations Per City of Wheat Ridge Site Drainage Requirements, water quality features maybe located throughout the site, and a detention facility is proposed to be located in the southeast comer of the property. A final drainage report, design, and easement shall be provided with the subdivision plat. The HOA will be responsible for maintenance. Floodplain The property lies outside of the 100 -year flood plain. 5. Land use table: replace existing table with the following template: Approximate Size Attached single family lots f SF f AC Detached si le family homes f SF f AC Open sace/landsca in f SF f AC Streets/alleys f SF (f AC) Quail Run ODP -3' Review (Planning Division) Page 2 Page 2 1. Add a city boundary line around the property, and make it clearly distinguishable from the other line types on the document. Make sure this line type is included in the legend. 2. Remove all car outlines from document. 3. Add parking striping along Pierson Court within the bulb out areas, as has been done along the other ROWS. 4. Add f to all alley and open space dimensions. Delete all other lot size dimensions. a. Perhaps on one of the smaller lots (1-7) atypical dimension can be added with the `typ. 'note added to the dimension. 5. Remove all tract labels. 6. Remove the General Notes section. 7. Remove sanitary and water information from this plan. 8. Remove `public R.O.W.' label near detention pond, as this ROW is an extension of Pierson Court. 9. Add curb cuts for alleys along Pierson Court. 10. Add a rezoning boundary line, which clearly defines the limits of the area being rezoned (Aho and Skalla properties only). Ensure this line type is added to the legend. 11. Alley Section D -D: add "minimum" before 24' 12. Alley Section B -B: remove entirely as updated Alley Section D -D will cover all alleys on the site. 13. Remove "City of Wheat Ridge" label from 54u' Avenue area of the document. Development Standards 1. See attached redlined document. a LO co N ih 0 N ri N ca L a) LL ca U - OWNERS CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. Arthur J. Aho Arthur Joel Aho Revocable Trust State of Colorado County of Jefferson Barbara J. Aho Barbara Jean Aho Revocable Trust The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Gregory R. Skalla State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Joel L. Lubker State of Colorado County of Jefferson Dawn R. Lubker The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Summer Clark State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE These streets do not exist yet, and should not be shown. Just a simple square with some hatching to define the project location. NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Not necessary to show these lot lines. VICINITY MAP (NO SCALE) CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED DURING SPECIFIC DEVELOPMENT PLAN TO AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 17200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # WZ-17-11 INDEX OF SHEETS: 1. COVER SHEET 2. PRELIMINARY SITE PLAN SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. o�D0 R 294-14 V1 /29/20.11 — �i1gL LANDS) JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY LEGAL DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISION A DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 149.40 FEET; THENCE N00015'01"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 273.00 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNT DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EA E OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S ° 7'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH- LIT CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID TERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 261,906 SQUARE FEET OR 6.013 ACRES, MORE OR LESS. BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUM TED AS SHOWN HEREON. SEE SHEET 2 OF 2 FOR DEVELOPMENT ALLOWED USES: 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. The rezoning area only includes the Aho and Skalla properites, please ensure the legal description only includes those two properties. The strip of land and drainage area on the Lubker property will remain A-1 zoned. CITY CERTIFICATION Approved this day of by the Wheat Ridge City Council. ATTEST City Clerk Community Development Director Mayor PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) 1 hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of 7 A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNCC 'ILITY NOTIFICATION NTER OF COLORAD 800.922.1987 www.uncc.or Know what's below. Call before you dig. CALL 81 1 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet LAND USE TABLE USE ACRES DU DU/ A E % RE RESIDENTIAL AREA 3.23 54% OPEN SPACE/ DETENTION 0.80 13% SUB TOTAL OF RESIDENTIAL AREA 4.04 56.88 67% TOTAL RIGHT-OF-WAY 1.97 3% TOTALS 6.01 56 9.32 10 CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED DURING SPECIFIC DEVELOPMENT PLAN TO AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 17200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # WZ-17-11 INDEX OF SHEETS: 1. COVER SHEET 2. PRELIMINARY SITE PLAN SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. o�D0 R 294-14 V1 /29/20.11 — �i1gL LANDS) JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY LEGAL DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISION A DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 149.40 FEET; THENCE N00015'01"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 273.00 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNT DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EA E OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S ° 7'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH- LIT CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID TERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 261,906 SQUARE FEET OR 6.013 ACRES, MORE OR LESS. BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUM TED AS SHOWN HEREON. SEE SHEET 2 OF 2 FOR DEVELOPMENT ALLOWED USES: 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. The rezoning area only includes the Aho and Skalla properites, please ensure the legal description only includes those two properties. The strip of land and drainage area on the Lubker property will remain A-1 zoned. CITY CERTIFICATION Approved this day of by the Wheat Ridge City Council. ATTEST City Clerk Community Development Director Mayor PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) 1 hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of 7 A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNCC 'ILITY NOTIFICATION NTER OF COLORAD 800.922.1987 www.uncc.or Know what's below. Call before you dig. CALL 81 1 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet M co N T oo N M N ca L a� U_ N .7 U_ Add City Boundary lines that clearly stand out from the rest of the document. Ensure this line type is added to the legend. Cl OF ARVADA QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE 54TH AVENUE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Remove specific lot C IT V V I I LAT RI DO L dimensions. One one of tMt, smaller IOts add typ. LEGEND w00, dimensions ... ..................... l .. SFA 1 1 I S FA3 I I S FA4 I :.:•:•:•:•:•:•:•:.:.:.:.:.:.:•:•:•:• .2; :.:.:.:.:.:.:. , 8 I I L -----------J LLU I •. 1 I•. w L L EY 24 T� .::: �` I I I J ....... Z :.:.:.:.:. .: I I Q r-----------� r----------,........ ---------- .. .. I Q: I I I I I I .. :.. SFA5 SFA6 I I •: , I I I I I l L_ _J L _� ........ .w I •• ... . . . 301_ :5 ..••• ...... _J l ��i:: OPEN SPA I ::::...-------- F- :'::.I OPEN SPACE 30' •..•.•.•.•. . .•.•.•.•.•.•.•. ... .......... ....... .. .... .... Hill For alleys and open space I I I .............. ...... Iadd _ to the dimensions I I I I PUD -1 I (circled). ... r I I _J L Remove all other dimensions ::::: I SI 0 .y o. = I on this document (noted by 24' :::`:: •.1 I 1 -------- ... lines or squares). _.•..... -- � r 1 Remove all tract labels. I I I I 14 I I II ''''' ... ......• .w`� 5SFA10........... 41 Show aIle interaction 'I I W W W :::� :: with street including .. y :..: • .. ..... l., :. bulb outs. •.•.•...................................... ..........•.•.•.•.•............................................................ i S................ ......................•.•.•.•.•.•.•.•.'.'.'.'.'.•.•.•.•.•.•.•.•.•.•.•.'.'.'.'.'.'.•.•.•.•...42�................................................. ...... -.'.,W**,* A Y .............G........ .......................................... . . .LI:C:*............................................................. ....... .............. •• ...... Al Remove all Remove label. This I water and is an extension of ! i A-1 ............ sanitary Pierson Court................. information j from this CITY OF ............ I . plan. WHEAT RIDGE j PUBLIC DETENTION POND • I -T-r-% A r1 T r% R.O.W.�� , :::::::::::::::::::::::::: j GENEL NOTES::::::::::::::::::::... j 1. TRACT 1 A RACT 7 SHALL BE FOR DRAINAGE, GREEN PUBLIC SPACE, ADDITIO WATER QUALITY I TREATMENT, U Y EASEMENT (30' WIDE) AND DRAINAGE EASEMENT AND BE MAINTAINED BY THE HOA. TRACT 1 LSO BE USED FOR OTHER DEVELOPMENT AM S SUCH AS COMMUNITY GARDENS OR OTHER SU SES AT THE HOA'S DISCRETION. ......:: 2. TRACT 2 SHALL BE FOR DETENTIO ND AND WILL BEUo rAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 2 WILL BE CONV D TO THE 'S STORMWATER SYSTEM VIA BURIED PIPE AND DRAINAGE APPURTENANCES. STORM OWS CONVEYED FROM TRACT 2 WILL BE AS ALLOWED PER CITY STANDARDS AND REG I I I I 3. TRACT 3 SHALL BE FOR DRAINAG SID OPEN SPACE AND BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED INT 3 WILL BE CONVEYED TO THE 'S STORMWATER SYSTEM VIA SHEET FLOW PER CUR DRAINAGE PATTERN. STORMWATER FL CONVEYED FROM TRACT 3 WILL BE AS ALLOW ER CITY STANDARDS AND REGULATIONS. I I I 4. TRACT 4 S�-:,;!_L BE FOR 30' WIDE ALLEY. I 5. CT 5 AND TRACT 6 SHALL BE FOR 24' WIDE ALLEY. 4000 I See redlined word document DEVELOPMENT STANDARDS: 1. MAXIMUM HEIGHT SFD: 35 FEET MAXIMUM HEIGHT SFA: 45 FEET 2. MINIMUM LOT AREA SFD: 4,500 SQUARE FEET MINIMUM LOT AREA SFA: 6,206 SQUARE FEET 3. MINIMUM LOT WIDTH SFD: 50 FEET MINIMUM LOT WIDTH SFA: 58 FEET PROPERTY LINE - - 4. SETBACKS: SECT!CN ' IN& SFD: (SINGLE FAMILY DETACHED) CENTER LINE - FRONT SETBACK= 10' SETBACK LINE - - - - - - SIDE SETBACK = 5' CURB & GUTTER SIDE SETBACK ALONG STREET = 10' (LOT 1 ADJACENT TO QUAIL STREET) REAR SETBACK= 10' ASPHALT PAVEMENT ::::::::::: MAXIMUM DRIVEWAY WIDTH = 18' MINIMUM BUILDING SEPARATION = 10' CONCRETE SIDEWALK SFA: (SINGLE FAMILY ATTACHED) POSED SANITARY SS FRONT SETBACK FACING STREET = 15' FACING QUAIL STREET SE FRONT SETBACK FACING ALLEY = 5' SANITAR ANHOLE iJ SIDE SETBACK = 5' J SIDE SETBACK ALONG STREET OR ALLEY = 10' ST REAR SETBACK = 10' ALONG THE STREET, 5' ALONG THE ALLEY PROPOSED STOki�. MINIMUM BUILDING SEPARATION = 10' 40 20 0 40 SEWER STORM SEWER INI r f ® 5. NET DENSITY: 13.54 DWELLINGS PER ACRE SCALE: 1" = 40' STORM SER MANHOLE 6. GROSS DENSITY: 9.32 DWELLINGS PER ACRE P&040SED WATER LINE W - 7. PARKING: ALL PARKING SHALL BE IN CONFORMANCE WITH SECTION 26-501 OFF-STREET PARKING REQUIREMENTS OF CITY OF WHEAT RIDGE CODE OF LAWS. 8. LANDSCAPING: ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. Also remove these 9. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. from the plan. 10. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS: 13.1 RESIDENTIAL SUBDIVISION SIGNS: MAXIMUM SIGN AREA 36 S.F. Stripe parking all 11. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE parking areas within CITY OF WHEAT RIDGE CODE OF LAWS. the bulb out areas. As 12. THE PROPOSED DEVELOPMENT LIES OUTSIDE OF THE 100 -YR FLOOD PLAIN. you have done along 13. USE AREAS: the east -west ROW. 2' UTILITY i. USE AREA "A" IS THE SINGLE FAMILY DETACHED UNITS DEFINED AS SIGNAGE ZONE LOTS 1 - 14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. 53' R.O.W. ii. USE AREA "B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR ATTACHED SINGLE FAMILY HOMES DEFINED AS LOTS TH1 - TH10 RANGING FROM 3 TO 5 5' MIN. 2.5' 6' 11' GL 11' 6' 2.5' 5' MIN. ATTACHED UNITS PER BUILDING, NOT TO EXCEED 42 UNITS IN TOTAL. SIDEWALK PARKING LANE LANE PARKING SIDEWALK I 14. ARCHITECTURAL AND STREETSCAPE DESIGN O i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN 2% 2% b MANUAL. 110 `d ii. SINGLE FAMILY DETACHED ARCHITECTURE I 26' FIRE CLEAR ZONE - a. HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR OPEN ROAD SECTION A -A SPACE TRACTS SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS 2 -LANE LOCAL STREET WITH PARKING Remove. Allow Alley Section D -D FRONT FACADES. NOT TO SCALE i b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO THREE ADJACENT GL W 5ef Ve c15 lfle f1llfllfllUf1ldlley I HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME section for the whole project. SETBACK. c. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE 3' • % �O/p 24' FIRE CLEAR ZONE 6' ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE \ 1 ■ The rezone boundary will end at the southern property line of the Skalla property. Please call this out clearly and distinguish it from other line types on this document. We envision something similar to bold line that typically shows the boundary of a subdivision plat. Ensure this line is labeled and provided for in the legend. 54' R.O.W. GL ' 13' 13' 2'11" 5' MIN. 2' UTILITY LANE LANE SIDEWALK SIGNAGE ZONE 11" 2% 2% ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE GL 24' FI LEAR ZONE ALLEY SECTION D -D NOT TO SCALE Minimum 24' SAME ARCHITECTURALLY DETAILED ELEVATION. d. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF SELECT HOMES AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP BACK TO AN INSIDE CORNER OR A MINIMUM OF 4' ON THE SIDE ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF THE UNIT INCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A COVERED FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON HOMES THAT BACK TO A STREET. SINGLE FAMILY ATTACHED ARCHITECTURE a. HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR OPEN SPACE TRACTS SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF SELECT HOMES AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP BACK TO AN INSIDE CORNER OR A MINIMUM OF 4' ON THE SIDE ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF THE UNIT INCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A COVERED FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON HOMES THAT BACK TO A STREET. 15. MAXIMUM BUILDING COVERAGE FOR SFD = 66%, OPEN SPACE = 34% 16. MAXIMUM BUILDING COVERAGE FOR SFA = 64%, OPEN SPACE= 36% 17. OFF-STREET PARKING IS GARAGE PARKING ONLY (112 spaces) 18. ON -STREET PARKING IS ALLOWED AT THE FOLLOWING LOCATIONS: • QUAIL STREET (11 SPACES) • NORTH AND SOUTH PROPOSED PUBLIC R.O.W. (22 SPACES) • WEST PIERSON COURT (6 SPACES) • EAST PIERSON COURT (6 SPACES) 0 0 1 JUSTER CIVIL UNGINLIt-Ilm c-, "A 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com �P,��.•aF .. Cpl �� SORIN BUSTER 39493 ' 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2 of 2 - - - - - - - - � - - - - � ,•,• : JJ 10 1 JV 10 1 JV JV 101 101 1 5O I 1 JV 1 7O JV 1 1 8 I 9 O JJ. 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Iadd _ to the dimensions I I I I PUD -1 I (circled). ... r I I _J L Remove all other dimensions ::::: I SI 0 .y o. = I on this document (noted by 24' :::`:: •.1 I 1 -------- ... lines or squares). _.•..... -- � r 1 Remove all tract labels. I I I I 14 I I II ''''' ... ......• .w`� 5SFA10........... 41 Show aIle interaction 'I I W W W :::� :: with street including .. y :..: • .. ..... l., :. bulb outs. •.•.•...................................... ..........•.•.•.•.•............................................................ i S................ ......................•.•.•.•.•.•.•.•.'.'.'.'.'.•.•.•.•.•.•.•.•.•.•.•.'.'.'.'.'.'.•.•.•.•...42�................................................. ...... -.'.,W**,* A Y .............G........ .......................................... . . .LI:C:*............................................................. ....... .............. •• ...... Al Remove all Remove label. This I water and is an extension of ! i A-1 ............ sanitary Pierson Court................. information j from this CITY OF ............ I . plan. WHEAT RIDGE j PUBLIC DETENTION POND • I -T-r-% A r1 T r% R.O.W.�� , :::::::::::::::::::::::::: j GENEL NOTES::::::::::::::::::::... j 1. TRACT 1 A RACT 7 SHALL BE FOR DRAINAGE, GREEN PUBLIC SPACE, ADDITIO WATER QUALITY I TREATMENT, U Y EASEMENT (30' WIDE) AND DRAINAGE EASEMENT AND BE MAINTAINED BY THE HOA. TRACT 1 LSO BE USED FOR OTHER DEVELOPMENT AM S SUCH AS COMMUNITY GARDENS OR OTHER SU SES AT THE HOA'S DISCRETION. ......:: 2. TRACT 2 SHALL BE FOR DETENTIO ND AND WILL BEUo rAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 2 WILL BE CONV D TO THE 'S STORMWATER SYSTEM VIA BURIED PIPE AND DRAINAGE APPURTENANCES. STORM OWS CONVEYED FROM TRACT 2 WILL BE AS ALLOWED PER CITY STANDARDS AND REG I I I I 3. TRACT 3 SHALL BE FOR DRAINAG SID OPEN SPACE AND BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED INT 3 WILL BE CONVEYED TO THE 'S STORMWATER SYSTEM VIA SHEET FLOW PER CUR DRAINAGE PATTERN. STORMWATER FL CONVEYED FROM TRACT 3 WILL BE AS ALLOW ER CITY STANDARDS AND REGULATIONS. I I I 4. TRACT 4 S�-:,;!_L BE FOR 30' WIDE ALLEY. I 5. CT 5 AND TRACT 6 SHALL BE FOR 24' WIDE ALLEY. 4000 I See redlined word document DEVELOPMENT STANDARDS: 1. MAXIMUM HEIGHT SFD: 35 FEET MAXIMUM HEIGHT SFA: 45 FEET 2. MINIMUM LOT AREA SFD: 4,500 SQUARE FEET MINIMUM LOT AREA SFA: 6,206 SQUARE FEET 3. MINIMUM LOT WIDTH SFD: 50 FEET MINIMUM LOT WIDTH SFA: 58 FEET PROPERTY LINE - - 4. SETBACKS: SECT!CN ' IN& SFD: (SINGLE FAMILY DETACHED) CENTER LINE - FRONT SETBACK= 10' SETBACK LINE - - - - - - SIDE SETBACK = 5' CURB & GUTTER SIDE SETBACK ALONG STREET = 10' (LOT 1 ADJACENT TO QUAIL STREET) REAR SETBACK= 10' ASPHALT PAVEMENT ::::::::::: MAXIMUM DRIVEWAY WIDTH = 18' MINIMUM BUILDING SEPARATION = 10' CONCRETE SIDEWALK SFA: (SINGLE FAMILY ATTACHED) POSED SANITARY SS FRONT SETBACK FACING STREET = 15' FACING QUAIL STREET SE FRONT SETBACK FACING ALLEY = 5' SANITAR ANHOLE iJ SIDE SETBACK = 5' J SIDE SETBACK ALONG STREET OR ALLEY = 10' ST REAR SETBACK = 10' ALONG THE STREET, 5' ALONG THE ALLEY PROPOSED STOki�. MINIMUM BUILDING SEPARATION = 10' 40 20 0 40 SEWER STORM SEWER INI r f ® 5. NET DENSITY: 13.54 DWELLINGS PER ACRE SCALE: 1" = 40' STORM SER MANHOLE 6. GROSS DENSITY: 9.32 DWELLINGS PER ACRE P&040SED WATER LINE W - 7. PARKING: ALL PARKING SHALL BE IN CONFORMANCE WITH SECTION 26-501 OFF-STREET PARKING REQUIREMENTS OF CITY OF WHEAT RIDGE CODE OF LAWS. 8. LANDSCAPING: ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. Also remove these 9. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. from the plan. 10. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS: 13.1 RESIDENTIAL SUBDIVISION SIGNS: MAXIMUM SIGN AREA 36 S.F. Stripe parking all 11. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE parking areas within CITY OF WHEAT RIDGE CODE OF LAWS. the bulb out areas. As 12. THE PROPOSED DEVELOPMENT LIES OUTSIDE OF THE 100 -YR FLOOD PLAIN. you have done along 13. USE AREAS: the east -west ROW. 2' UTILITY i. USE AREA "A" IS THE SINGLE FAMILY DETACHED UNITS DEFINED AS SIGNAGE ZONE LOTS 1 - 14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. 53' R.O.W. ii. USE AREA "B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR ATTACHED SINGLE FAMILY HOMES DEFINED AS LOTS TH1 - TH10 RANGING FROM 3 TO 5 5' MIN. 2.5' 6' 11' GL 11' 6' 2.5' 5' MIN. ATTACHED UNITS PER BUILDING, NOT TO EXCEED 42 UNITS IN TOTAL. SIDEWALK PARKING LANE LANE PARKING SIDEWALK I 14. ARCHITECTURAL AND STREETSCAPE DESIGN O i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN 2% 2% b MANUAL. 110 `d ii. SINGLE FAMILY DETACHED ARCHITECTURE I 26' FIRE CLEAR ZONE - a. HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR OPEN ROAD SECTION A -A SPACE TRACTS SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS 2 -LANE LOCAL STREET WITH PARKING Remove. Allow Alley Section D -D FRONT FACADES. NOT TO SCALE i b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO THREE ADJACENT GL W 5ef Ve c15 lfle f1llfllfllUf1ldlley I HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME section for the whole project. SETBACK. c. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE 3' • % �O/p 24' FIRE CLEAR ZONE 6' ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE \ 1 ■ The rezone boundary will end at the southern property line of the Skalla property. Please call this out clearly and distinguish it from other line types on this document. We envision something similar to bold line that typically shows the boundary of a subdivision plat. Ensure this line is labeled and provided for in the legend. 54' R.O.W. GL ' 13' 13' 2'11" 5' MIN. 2' UTILITY LANE LANE SIDEWALK SIGNAGE ZONE 11" 2% 2% ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE GL 24' FI LEAR ZONE ALLEY SECTION D -D NOT TO SCALE Minimum 24' SAME ARCHITECTURALLY DETAILED ELEVATION. d. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF SELECT HOMES AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP BACK TO AN INSIDE CORNER OR A MINIMUM OF 4' ON THE SIDE ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF THE UNIT INCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A COVERED FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON HOMES THAT BACK TO A STREET. SINGLE FAMILY ATTACHED ARCHITECTURE a. HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR OPEN SPACE TRACTS SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF SELECT HOMES AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP BACK TO AN INSIDE CORNER OR A MINIMUM OF 4' ON THE SIDE ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF THE UNIT INCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A COVERED FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON HOMES THAT BACK TO A STREET. 15. MAXIMUM BUILDING COVERAGE FOR SFD = 66%, OPEN SPACE = 34% 16. MAXIMUM BUILDING COVERAGE FOR SFA = 64%, OPEN SPACE= 36% 17. OFF-STREET PARKING IS GARAGE PARKING ONLY (112 spaces) 18. ON -STREET PARKING IS ALLOWED AT THE FOLLOWING LOCATIONS: • QUAIL STREET (11 SPACES) • NORTH AND SOUTH PROPOSED PUBLIC R.O.W. (22 SPACES) • WEST PIERSON COURT (6 SPACES) • EAST PIERSON COURT (6 SPACES) 0 0 1 JUSTER CIVIL UNGINLIt-Ilm c-, "A 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com �P,��.•aF .. Cpl �� SORIN BUSTER 39493 ' 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2 of 2 DEVELOPMENT STANDARDS: 1. USE AREAS: i. USE AREA "A" IS THE SINGLE FAMILY DETACHED (SFA) UNITS DEFINED AS LOTS 1 -14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. ii. USE AREA "B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR SINGLE FAMILY ATTACH ED (SFA) HOMES. J] MAXIMUM HEIGHT: 35 FEET Commentetl [LM7]: Reuumbu accordiag)y SLD MINIMUM LOTAREA-S€Q. 4,500 SQUARE FEET SLD MINIMUM LOT WIDTH-SEQ 50 FEET 4. SLD MAXIMUM BUILDING COVERAGE: 60% 5. SLD MAXIMUM DENSITY: 14 UNITS 6. SFA MAXIMUM DENSITY: 42 UNITS (RANGING FROM 3 to 6 UNITS WITHIN 8-12 BUILDINGS, SHOWN CONCEPTUALLY AS SEAT -10) 4. MINIMUM SETBACKS(MEASURED TO FOUNDATION) i. {SINGLE FAMILY DETACHED): a. FRONT SETBACK =10' b. FRONT SETBACKS SHALL CT CC VARYA MINIMUM OF 2.5 FEET. NO TWO ADJACENT ^O HOMES —� .^ME c. SIDE SETBACK =5' d. REAR SETBACK =10' e. MINIMUM DRIVEWAY LENGTH = 15' TO BACK OF WALK. f. MAXIMUM DRIVEWAY WIDTH 18f 4q. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE 9 pM.y^^ - ii. -SEA4SINGLE FAMILY ATTACHED}: INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROM THE FOLLOWING STANDARDS, SO LONG AS THE Q€14=Q4AEN; oma.-.,�.." Q44I ENTIRE MULTI -UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED °914;; Q ;;INE novoQ nniBELOW-: a. FRONT OR SIDE SETBACK FACING STREET OR ALLEY =10' b. FRONT OR SIDE SETBACK FACING OPEN SPACE =5' ac. REAR SETBACK FACING ALLEY - 40' d MINIMUM BUILDING SEPARATION =10' 4e. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE Formattetl: IntleM: Left: 0", Hanging: 2.5" 7. PARKING i. OFF-STREET PARKING: ALL HOMES WILL HAVE TWO -CAR GARAGES. ii. VISITOR PARKING: a. SFA TO PROVIDE ONE ON -STREET VISITOR SPACE FOR EVERY 10 OFF-STREET SPACES PROVIDED. Formatted: List Paragraph, Numbered + Level :1+ Numbering Style: a, It, c, ... +Start at: 1 +Alignment: b_SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY A€R9AL0 R ON- Left +Aligned at: 0.69" + Indent at: 0.94" STREET. LANDSCAPING: i. SFA MINIMUM OPEN SPACE: 30% Formattetl:IntleM: Left: 0.5", Hanging: 0.19" ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 9. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 10. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OFLAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN 44?REaIDE ;IAE _ i. MAXIMUM NUMBER:1 Formattetl:IntleM: Left: O", First line: 0.5" ii. MAXIMUM SIGN AREA 36 S.F. III. MINIMUM SETBACK: 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE N. MAXIMUM HEIGHT: 5' 11. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 14. ARCHITECTURAL AND STREETSCAPE DESIGN i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE: a FACADES FACING PUBLIC R.O.W. AND/OR OPEN SPACE ,SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. c. AMINIMUM OF 30% MASONRY OF BRICK, BRICKVENEER,STUCCO, STONE, STONE VENEER, SYNTHETIC STONE. OR OTHERAPPROVED MASONRY MATERIALS WILL BEAPPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE AGGREGATED FOR LOTS 1-14, SO LONG AS THE AVERAGE IS NO LESS THAN 30% FOR THE ENTIRE SLD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 40N SIDE ELEVATIONS. SINGLE FAMILY ATTACHED ARCHITECTURE: a_WILL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES. ab. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT -OF -WAV AND OPEN SPACE. a LO co N ih 0 N ri N ca L a) LL ca U - OWNERS CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. Arthur J. Aho Arthur Joel Aho Revocable Trust State of Colorado County of Jefferson Barbara J. Aho Barbara Jean Aho Revocable Trust The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Gregory R. Skalla State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Joel L. Lubker State of Colorado County of Jefferson Dawn R. Lubker The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Summer Clark State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO VICINITY MAP (NO SCALE) CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED DURING SPECIFIC DEVELOPMENT PLAN TO AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 17200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS. PARKING MAY ALSO BE ACCOMMODATED IN PRIVATE DRIVES DETERMINED BY UNOBSTRUCTED WIDTH PROVIDED. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # WZ-17-11 INDEX OF SHEETS: 1. COVER SHEET 2. PRELIMINARY SITE PLAN SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. o�D0 R CC, y9 t 504/29/2d 0 L LANDS) JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY LEGAL DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISION A DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 149.40 FEET; THENCE N00015'01"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 273.00 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EAST LINE OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'1 6"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 261,906 SQUARE FEET OR 6.013 ACRES, MORE OR LESS. BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. SEE SHEET 2 OF 2 FOR DEVELOPMENT STANDARDS ALLOWED USES: 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. CITY CERTIFICATION Approved this day of by the Wheat Ridge City Council. ATTEST City Clerk Community Development Director Mayor PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) 1 hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNCC 'ILITY NOTIFICATION NTER OF COLORAD 800.922.1987 www.uncc.or Know what's below. Call before you dig. CALL 81 1 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet LAND USE TABLE USE ACRES DU DU/ ACRE % ACRE RESIDENTIAL AREA 3.23 54% OPEN SPACE/ DETENTION 0.80 13% SUB TOTAL OF RESIDENTIAL AREA 4.04 56 13.88 67% TOTAL RIGHT-OF-WAY 1.97 1 33% TOTALS 6.01 56 9.32 100% CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED DURING SPECIFIC DEVELOPMENT PLAN TO AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 17200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING WILL BE PROVIDED ON CITY/PUBLIC STREETS. PARKING MAY ALSO BE ACCOMMODATED IN PRIVATE DRIVES DETERMINED BY UNOBSTRUCTED WIDTH PROVIDED. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # WZ-17-11 INDEX OF SHEETS: 1. COVER SHEET 2. PRELIMINARY SITE PLAN SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. o�D0 R CC, y9 t 504/29/2d 0 L LANDS) JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY LEGAL DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISION A DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 149.40 FEET; THENCE N00015'01"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 273.00 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EAST LINE OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'1 6"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 261,906 SQUARE FEET OR 6.013 ACRES, MORE OR LESS. BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. SEE SHEET 2 OF 2 FOR DEVELOPMENT STANDARDS ALLOWED USES: 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. CITY CERTIFICATION Approved this day of by the Wheat Ridge City Council. ATTEST City Clerk Community Development Director Mayor PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) 1 hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNCC 'ILITY NOTIFICATION NTER OF COLORAD 800.922.1987 www.uncc.or Know what's below. Call before you dig. CALL 81 1 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet to M co Cq T oo N M N ca L a� LL M 70 .7 LL P% - - I- -- - f QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF ARVADA CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 54TH AVENUE f-- CITY OF WHEAT RIDGE 55' 50' 50' 50' 50' 50' 50' 50' 59.1' F, FF TF •:•: I1 10 1 10 1 10 1 10 I IO 6 1 10 1 10 1 1 9 l 1 O : .. I I I I I I I .. •• I I I I I I I I I I I I I I I I :: •• I I I I I I I I I I I I I I I I I' •:•: I I I I I I I I I I I I I I I I I I PUD -R I I I I I I I I I I I I I I I ( 1 I I I I I I I I I I 146.7' .. 1t..l ••L--:Y::..L-- - L-- - L-- - L_ -F- w -w 74 01 :.... ............ ............ .......... ....-...................................... ............ ............ .............................................. ............................. ...............................................................:........................... ............................... ........................................... ��................... ......... ..................... .... 53'... ............................. .. ...........P�' :....::B...L.- .U... .............�::�H�.�.... ......... .. ..�R45':....•:. v II \J Loi ................... ...... \II II ................ ............ :::: •�;. .:::•.,:. .. r .�..� 1•. . .•�. •. •,'. .......................... CITY OF. ARVADAI .At SFA1 122.5' I I LU Q Q 62' 30' OPEN SPA E w 65' TRACT 7 ... r PUD -1 I I b I I t I S FA2 122.5'1 W � SFA3 � � 58' SFA4 � I I I I ... .............. ....... H .. .... ... ........ ... '-'I:C RI B.L.... %; .........................................................:......G........: .: •• ST ....... ............. .. .. -- -- -- -- -- -- -- -- -- ---� .:::::::.... i ... .... .. ............ .......... ALLEY 24' TRACT 6 1B SFA5� 1 58, SFA6 � 107' DETENTION POND 107' TRACT 2 OPEN SPACE 30' TRACT 1 � SFA7 � � 58' SFA8 � I I I I GARDENS OR OTHER SUCH USES AT THE HOA'S DISCRETION. ::::::::::::: ALLEY 24' TRACT 5 � SFA9 58, SFA10 � I I W I I w :.••. •• .•.•••••••••••.•.•.•.•.••••••••••••••••••••••••••••••• A .......................... ��.:' 10 ;:. .................• O .............. I I ........... .... A• ............ ..... ..... •: L -- X4.2; I } ,! :::: r---_-----_� I 11 ;� I 154' . •.53,..... --------- l + ::..: 54' r:. ::... r I 154' :':' .... -: .,.,., ,Co,, t ......•.' . ........ . I 14 :•:•: •:•:•.•.. I 54' ,• • . .• • • • . I IF .:.: :.:.:.:.:. ----------J • y. f • ...... .. • r,.'•i •�..yt•:i�' .... ... •' ♦ �S..y ;•; ! .i s• :?�i....l •:.t .!. i ,•:l'• •1. 4','.••, •;.'.��• ,`. ss SEWER . ...............5 ............... .. ..........................__SS............................................... pQ ... .............. ....... H .. .... ... ........ ... '-'I:C RI B.L.... %; .........................................................:......G........: .: •• ST ....... ............. .. .. -- -- -- -- -- -- -- -- -- ---� .:::::::.... i ... .... .. ............ .......... ........ .:.:.:.:.:.:.:.:. .. .......... A-1:•:•:•:•:•:•:•:•:•:•:•. I ............. .............. ................ ............... CITY OF. ........... ... Q PROPOSED WATER LINE w WHEAT RIDGE j PUBLIC DETENTION POND R.O.W. I .......................... TRACT 2 :.:.:.:.:.:.:.:.:.:.:.:.:, j GENERAL NOTES :::::::::::::::::::::::::: j 1. TRACT 1 AND TRACT 7 SHALL BE FOR DRAINAGE, GREEN PUBLIC SPACE, ADDITIONAL WATER QUALITY TREATMENT, UTILITY EASEMENT (30' WIDE) AND DRAINAGE EASEMENT AND WILL BE MAINTAINED BY j :::::::::::::::::::::::::: THE HOA. TRACT 1 MAY ALSO BE USED FOR OTHER DEVELOPMENT AMENITIES SUCH AS COMMUNITY ............. I ' GARDENS OR OTHER SUCH USES AT THE HOA'S DISCRETION. ::::::::::::: 2. TRACT 2 SHALL BE FOR DETENTION POND AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 2 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA BURIED PIPE AND DRAINAGE APPURTENANCES. STORMWATER FLOWS CONVEYED FROM TRACT 2 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 3. TRACT 3 SHALL BE FOR DRAINAGE AND OPEN SPACE AND WILL BE MAINTAINED BY THE HOA. I I DRAINAGE COLLECTED IN TRACT 3 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA SHEET FLOW PER CURRENT DRAINAGE PATTERN. STORMWATER FLOWS CONVEYED FROM TRACT 3 i WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. I I I 4. TRACT 4 SHALL BE FOR 30' WIDE ALLEY. I 5. TRACT 5 AND TRACT 6 SHALL BE FOR 24' WIDE ALLEY. I ' TRACT I 40 20 0 40 40 SCALE: 1" = 40' 1' PROPERTY LINE - - SECTION LINE CENTER LINE SETBACK LINE ------ CURB & GUTTER ASPHALT PAVEMENT CONCRETE SIDEWALK PROPOSED SANITARY ss SEWER SANITARY MANHOLE pQ PROPOSED STORM ST SEWER STORM SEWER INLET STORM SEWER MANHOLE Q PROPOSED WATER LINE w _ 2' UTILITY 2' UTILITY SIGNAGE ZONE SIGNAGE ZONE 53' R.O.W. GL 5' MIN. -2 5 6' 11' 11' 6' 2.5'5' MIN. SIDEWALK PARKING LANE LANE PARKING SIDEWALK I 26' FIRE CLEAR ZONE ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE GL 3' • % �p/p 24' FIRE CLEAR ZONE 6' ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE 54' R.O.W. _5' MIN. 2'11" 13' 13' 2'11" 5' MIN. 2' UTILITY IDEWALK 8 LANE LANE SIDEWALK SIGNAGE ZONE 11" 11" 2% 2% ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE GL 24' 2% 24' FIRE CLEAR ZONE ALLEY SECTION D -D NOT TO SCALE DEVELOPMENT STANDARDS: 1. MAXIMUM HEIGHT SFD: 35 FEET MAXIMUM HEIGHT SFA: 45 FEET 2. MINIMUM LOT AREA SFD: 4,500 SQUARE FEET MINIMUM LOT AREA SFA: 6,206 SQUARE FEET 3. MINIMUM LOT WIDTH SFD: 50 FEET MINIMUM LOT WIDTH SFA: 58 FEET 4. SETBACKS: SFD: (SINGLE FAMILY DETACHED) FRONT SETBACK= 10' SIDE SETBACK = 5' SIDE SETBACK ALONG STREET = 10' (LOT 1 ADJACENT TO QUAIL STREET) REAR SETBACK= 10' MAXIMUM DRIVEWAY WIDTH = 18' MINIMUM BUILDING SEPARATION = 10' SFA: (SINGLE FAMILY ATTACHED) FRONT SETBACK FACING STREET = 15' FACING QUAIL STREET FRONT SETBACK FACING ALLEY = 5' SIDE SETBACK = 5' SIDE SETBACK ALONG STREET OR ALLEY = 10' REAR SETBACK = 10' ALONG THE STREET, 5' ALONG THE ALLEY MINIMUM BUILDING SEPARATION = 10' 5. NET DENSITY: 13.54 DWELLINGS PER ACRE 6. GROSS DENSITY: 9.32 DWELLINGS PER ACRE 7. PARKING: ALL PARKING SHALL BE IN CONFORMANCE WITH SECTION 26-501 OFF-STREET PARKING REQUIREMENTS OF CITY OF WHEAT RIDGE CODE OF LAWS. 8. LANDSCAPING: ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 9. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 10. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS: 13.1 RESIDENTIAL SUBDIVISION SIGNS: MAXIMUM SIGN AREA 36 S.F. 11. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 12. THE PROPOSED DEVELOPMENT LIES OUTSIDE OF THE 100 -YR FLOOD PLAIN. 13. USE AREAS: i. USE AREA "A" IS THE SINGLE FAMILY DETACHED UNITS DEFINED AS LOTS 1 - 14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. ii. USE AREA "B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR ATTACHED SINGLE FAMILY HOMES DEFINED AS LOTS TH1 - TH10 RANGING FROM 3 TO 5 ATTACHED UNITS PER BUILDING, NOT TO EXCEED 42 UNITS IN TOTAL. 14. ARCHITECTURAL AND STREETSCAPE DESIGN i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE a. HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR OPEN SPACE TRACTS SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO THREE ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. C. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. d. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF SELECT HOMES AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP BACK TO AN INSIDE CORNER OR A MINIMUM OF 4' ON THE SIDE ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF THE UNIT INCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A COVERED FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON HOMES THAT BACK TO A STREET. iii. SINGLE FAMILY ATTACHED ARCHITECTURE a. HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR OPEN SPACE TRACTS SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF SELECT HOMES AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP BACK TO AN INSIDE CORNER OR A MINIMUM OF 4' ON THE SIDE ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF THE UNIT INCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A COVERED FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON HOMES THAT BACK TO A STREET. 15. MAXIMUM BUILDING COVERAGE FOR SFD = 66%, OPEN SPACE = 34% 16. MAXIMUM BUILDING COVERAGE FOR SFA = 64%, OPEN SPACE= 36% 17. OFF-STREET PARKING IS GARAGE PARKING ONLY (112 spaces) 18. ON -STREET PARKING IS ALLOWED AT THE FOLLOWING LOCATIONS: • QUAIL STREET (11 SPACES) • NORTH AND SOUTH PROPOSED PUBLIC R.O.W. (22 SPACES) • WEST PIERSON COURT (6 SPACES) • EAST PIERSON COURT (6 SPACES) J,USTER 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SCRIN BUSTER 39493 ' 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2 of 2 Zack Than sounds agreeable I will make sweitis documented as such in the SDP. Kevin Ferry Fire Marshal From: Zachary Wallaae<zwallare@alwbeattldge m. us, Sent Monday, March 19, 20181226 PM To: Kevin Ferry 6evin ferry@arvad firemm> Subject: RE Quail Run -24'vadanre I think for this DPP document the small you sent on February 26 is sufficient. When we receive in, Specific Development Plan application, I would think in, alley widths should be acknowledged In your referral response, lfthat sounds reasonable to you. Zack Wallace Mendez SIR 2S5 2352 � Whe"aLP 'd COt Weral'DtnweMTHr From: Kevin Ferry 6ev n ferrE@arvadafre mm Sent Fdtlay, March 36, 2018 823AM To:ZackaryWallacp<zwallacp@ciwhpatridgpcous Subject: RE Quail Run -24'vananre Zack Tharrkyou forlhe follow-up. Is mere my additional documentation oractionyou need from me to documentlhe formal decision forlhe files? Kevin Ferry Fire Marshal Arvada Fire Inotection District 7903 Nlison Way ounech 24 nuance Zack Than sounds agreeable I will make sweitis documented as such in the SDP. Kevin Ferry Fire Marshal From: Zachary Wallaae<zwallare@alwbeattldge m. us, Sent Monday, March 19, 20181226 PM To: Kevin Ferry 6evin ferry@arvad firemm> Subject: RE Quail Run -24'vadanre I think for this DPP document the small you sent on February 26 is sufficient. When we receive in, Specific Development Plan application, I would think in, alley widths should be acknowledged In your referral response, lfthat sounds reasonable to you. Zack Wallace Mendez SIR 2S5 2352 � Whe"aLP 'd COt Weral'DtnweMTHr From: Kevin Ferry 6ev n ferrE@arvadafre mm Sent Fdtlay, March 36, 2018 823AM To:ZackaryWallacp<zwallacp@ciwhpatridgpcous Subject: RE Quail Run -24'vananre Zack Tharrkyou forlhe follow-up. Is mere my additional documentation oractionyou need from me to documentlhe formal decision forlhe files? Kevin Ferry Fire Marshal Arvada Fire Inotection District 7903 Nlison Way Arvada Co ,0005 Direct 720-398-0297 wurvv arvadafire corn From: Zarkary Wall see <goyallace0o wbmtudge spuds, Sent Thursday, March 35, 20189'49AM To: Kevin Ferry 6ev n ferrv(o7arvadaPre mm Subject: RE Quail Run24vadance Hi Kevin Thanks for sendingtha over for us to take a look at. With the information you and the applicant provided the Planning Division Is comfortable with the alley widths. Ken deferred to our W o, Randy quasar, for his judgement on the Issue Randy also believes It Is an acceptable modification Thanks, Zack Wallace Mendez SDS 2K, 2SA Wheatl2Ldge Commvrzzzr Denwamrarr From: Kevi n Ferry <kke p,fenrypDarvadal hum> Sent Monday, February 26, 201830'48 AM To: Za ckary Walla is dwalm/ry/wheal ago he j5, Subject:FW Quail Run -24'vadana Zack Attached is a formal request fiam Summer Clark and Redland seeking roodifiatlon of The adopted fire code requirennent for a26-0 unobstructed driving wind, on private at and alleys for The Qual Ron Development This request ia soedficand should only be considered for The Does (tracts 5 onk as indicated in the Exhibit and on the 2"1 submittal o f the ODP. As indicated in The request I have discussed this design with Summer Clark My evaluation of the site layout building size/configuration, and access provided fiam The 30-0 alley (Tract4) and Pierson Court supports This is an acceptable mo do fiction With That said, I believe That Ken ToMstone shoo d weigh-in on this and provide approval to proceed with the mo di ficdr on and/or give direction on what the appropriate approval process should ®tail. Please let me know if we need to discuss Nis in-depth. I am avadableto come down to yaw aFace to mea i fthe need arises. Kevin Ferry FireMarshal Arvada Fire Protection District 7903 sClisoo Way Nvada CO 00005 Direct 720-390-0297 wurvvarvada&eearn •cox• From: Summer Clark knelto surnnnr2carklifffmad mml Sent Thursday, February 222018418 PM To: Kevin Ferry 6evn ferregarvadaPre> Cc: Travis Faller dfrare0be and m >, Susan Wad,<swadelrvmdand m Rip Rod Iry EEERbPf nosm I,Stay, Phus<pph, aOwtderand Padres mm >; KoIby OHerron <OffirrongAwonderl and homes co Subject: W Quail Run -24'variance Karin Thank you again for your Instruction In our request for the 24' variance on the alleys Attached please fiIntl our letter and site fafilbltas per your recommendation. We have also submitted this letter to the City of Wheat Ridge planning staff for their file Please let us know If there Is something more you would need from Summer From: Kevin Ferry <khPon fenrybDaruadaPw mm> Date: Monday, February 12 2018 at 143 PM To: Summer Clark ¢umme2caM(dema' mm Subject: RE: Oued Run Summer I have attached The information and requirements for submitting a request for fire code We don 'thavea specific form or application but later that includes all of the of will suffice as the application piston it baton Way CO 50005 an Summer Clark lma Ito'summered aM(o7ema'I mm G Fdtlay, February 9, 2018148 PM Kam nFerry < v�rryk)acaadafte num, ject Quail Run me the form we will need to have completed for the 24 variance on the alleys' again for your time meeting won me that helped us to understand and work through issues in the OEM weekend, in Summer Clark <5mme.hiackO m mm> e: Thursday, January 25, 2018 at 10 22 AM Steve torus <Phua@dvonder andbomes mm>, "R p@RRRVentures mm �Cc: Kevin Ferry hewn Porylu>accadaPm mm>, Koiby oHerren e <OQmKQndDyGQnderandbnm , John <oaQndDoyQndeGIandhQnGJ5 num "dw"amsefcouesen Four rdwillamsefdudgenn com,, Susan Wad, awatle(mredand mm, �Travis Faker dfiaierefmciandmm>, Sorin lusteKu4er(o1'u4e¢ve m Subject Re: Quail Run I Good MomingTeam - This morning's meeting Kevin Ferry, Fire Marshall, was very productive. Here are his answers to our questions in meeting the fire district's standards: • Building height to the eave line or parapet cannot exceed 30'. The proposed building with lid height of 29' 45/8" would be acceptable. • Though he agrees that the middle SFA's are within the 150' requirement, the 26' private drive standard still applies. (According to Wheat Ridge street standards, a private drive would be 26' - Wheat Ridge — Code of Ordinances Section 503.2.1.1) The fire department would allow to a modification from this standard to a minimum of 24' with a written formal request explaining why the 24' variance is needed. • An auto turn analysis for the development would be required from the fire department for their apparatus (AFPD truck specifications are on the Contractors Guide pg. 18 previously emailed to the team). • In the 30' alley, parking would be allowed on one side only, with the other side signed and posted "emergency access". • In the 24' alleys no parking would be allowed. • Referencing the eyebrow in the northeast corner, it can be eliminated as long as the reach to the rear of lot 9 does not exceed 150' from the road. - Or—a fire sprinkler system can be installed in lieu of access (see Wheat Ridge —Code of Ordinances Section 507.5.1.1) . There are two systems that would be allowed. NFPA 13 standard stand alone system, or the standard more economical domestic fire system supplied from the SFR as seen in the Residential Code P2904. It is recommended that domestic fire systems are installed throughout the development. • Four fire hydrants should beinstalled(seeWheatRidge— CodeofOrdinancesSection 507.5.1.2). One at the corner of Quail Street and the southern public R.O.W., one at the corner of Pierson Court and the southern public R.O.W., one at the northern public R.O.W. at Pierson Court, and one on the northern public R.O.W. at Quail Street. Please let me know if anyfurther information is needed. Thanks, Summer ; D_LAN / Where Great Places Begin February 19, 2018 Mr. Kevin Ferry Fire Marshal Arvada Fire Protection District 7903 Allison Way 720.283.6783 Office 1500 West Canal Court Littleton, Colorado 80120 Re: Quail Run Alley Variance Request Dear Kevin, This letter is in regards to the proposed 24' alleys located at Quail Run in Wheat Ridge. Quail Run is a 6 -acre development located at the southeast corner of 54th Avenue and Quail Street. The proposed development will consist of fourteen single family detached homes and forty-two single family attached homes. All of the single family detached homes are accessible via proposed public right-of-way. The single family attached townhomes will be accessed via public right-of-way as well as a 30' private alley and two 24' private alleys. Primary fire access will be provided via the public right-of-way and the 30' private alley. The City of Wheat Ridge adds the following subsection to the 2012 International Fire Code: 503.2.1.1 Dimensions -Private Drives. Fire apparatus access that is designated as a private drive shall have an unobstructed width of not less than twenty-six (26) feet (7924.8 mm) and an unobstructed vertical clearance of not less than thirteen (13) feet six (6) inches (4115 mm). A variance is being requested to reduce the width of the two -private alleys within the project to 24'. Previous conversations with the Fire District indicated that the District would be in support of this request. The town homes that are adjacent to this alley are within the 150' requirement for fire access from the adjacent public right-of-way as well as the 30' alley. Currently, it is 107' from the ROW/alley to the internal lot line. An exhibit is attached. The reduced alley width is desired to increase the landscape tract in the center of the site to make it more usable for the residents. It also provides relief to the townhome lots to ensure that overhangs do not encroach into adjacent setbacks. As requested no parking will be allowed in the 24' alleys. The buildings are also setback a minimum of 5' from the alley edge providing a 34' minimum building face to building face dimension. Thank you for your consideration of this request. Please do not hesitate to contact me if you have questions or need additional information. Sincerely, ✓r Travis Frazier, P.E. Project Manager 1:1201 8118 0 0 5- Quail Run1CADD%Eodf1bils%Fim Exbibitdwg tab: LayouH (2) Feb 19. 2018 - 3:49Dm tbaAu I I QUAIL STREET f- U � FEI x 3D' ALLEY i IMP A A A � I A co N o 11 I {o , NO r r IA LLD r I I� II �I II L L L L 0 0 W a r R' a Z 0 II 01 O N O m SITE EXHIBIT DAA °2_'929,3 DRAWN TJF CHECKED TJF U DL NN F) QUAIL RUN APPROVED TJF% Wh—Gn vlacaaegrn PROJECT NO. 18005w� WHEAT RIDGE CO ♦6 A♦ City Of ?00" eat dge COMMUNITY DEVELOPMENT City of Wheal Ridge Municipal Building 7500 W. 29s Ave. Wheal Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 February 13, 2018 SCHAL Investments, LLC Alm Summer Clark 665 S. Decatur Street Denver, CO 80219 Dear Ms. Clark: This letter is in regard to your application filed for an Outline Development Plan (ODP) for property located at 5372-5392 Quail Street. The first review of your submittal is complete. The following agencies responded to the request for referral comments; their comments have been included on the following pages: Responding City departments and outside agencies: • City of Wheat Ridge Planning Division (includes redlined SDP and plat document) • Valley Water District • Clear Creek Valley Sanitation District For the next review, please provide a response to the comments on the following pages, and resubmit plans in the following formats: • Digital files of the resubmittal documents in Adobe .pdf Sincerely, ;0 Zack Wallace Mendez Plm ner 11 303-235-2852 zwallace@ci.wheatridge.co.us cc: Cosefile(WZ 7-11) Enclosures ♦SII City Of c�7�IheatR�dge COMMUNITY DEVELOPMENT Memorandum TO: Summer Clark, SCHAL Investments LLC FROM: Zack Wallace Mendez, Planner II DATE: February 12, 2018 SUBJECT: WZ-17-11 / Quail Run I have completed my review of the Outline Development Plan (ODP) for the proposed residential development at 5372-5392 Quail Street. I have the following comments (redlines are also attached that correspond with the comments below): Page 1 1. Owner's Certificate: Insert owner names, no blanks or placeholder text. 2. Vicinity map: please include the streets within the Quail Ridge Estates subdivision to the south: Quail Street, Pierson Court, and 53ro Avenue. 3. Character of neighborhood: a. Spell out SDP: Specific Development Plan Page 2 1. Show the Pierson Court extension as being constructed. 2. Legend: a. Dashed line adjacent to "Legend" doesn't seem to correspond to anything. Page 3 1. Development Standards: a. Maximum Height SFA: listed as 45 feet. The City Charter limits residential heights to 35 feet. Please revise. b. SFA standards: Add note "Individual townhouse lots shall be exempt from the mirdmum lot size, lot width, and interior side yard setback requirements, so long as the development parcel for the entire multi-urdt townhouse building meets all standards established by this Outline Development Plan." c. Appreciate the inclusion of the Typical lots and TH packs, but not necessary for this document. I believe this may have been in response to the elevation comment in the previous review, but not necessary to include conceptual floorplans. d. Remove note: "Lot 1 adjacent to Quail Street" e. Why are the SFA front setbacks different along Quail Street as compared to the other public streets? Quail Run ODP -2" Review (Planning Division) Page 2 f Note 14: Architectural and Streetscape Design i. Single family detached — 1. Regulations a -c are appropriate. 2. Regulation d: Remove `select' (see redlined document) 3. Masonry for single-family home PRD developments is typically required at 50% or greater for the front fagade. 4. The reduction of masonry to 10% for the 3 identified features is not supportable, as 10% is rather small for a potentially 35 foot tall home. Additionally, the 3 identified architectural features do not offset the need for enhanced facades. ii. Singe family attached — 1. Regulation `a' is appropriate. 2. Staff prefers the single family attached architecture to refer back to the Chapter 4.3 of the Architectural and Site Design Manual, as it did on your first submittal. g. Note 17: Off-street parking limited to garages only. Will the single-family homes not be able to accommodate parking? If so we need to create a driveway length that is either very short to discourage parking, or long enough to accommodate parking, without blocking the sidewalks. a ti M N C0 00 0 N N 21, M c ca ca c 0 OWNERS CERTIFICATE QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not I ` INDEX OF SHEETS: create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge 1. COVER SHEET Code of Laws. 2. LOT LAYOUT 3. PRELIMINARY SITE PLAN PROJECT LOCATION CF�,� Insert name of person signing below line State of Colorado ) ) SS County of Jefferson ) The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Insert name of person signing below line State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public Include Quail Ridge streets: Pierson Court, Quail Street, 53rd Ave W Ge VICINITY MAP (NO SCALE) CHARACTER OF NEIGHBORHOOD: LAND USE TABLE AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY Insert name of person signing below line ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO USE ACRES DU DU/ ACRE % ACRE RESIDENTIAL AREA 3.23 54% OPEN SPACE/ DETENTION 0.80 13% SUB TOTAL OF RESIDENTIAL AREA 4.04 56 13.88 67% TOTAL RIGHT-OF-WAY 1.97 33% TOTALS 6.01 56 9.32 100% CHARACTER OF NEIGHBORHOOD: ALLOWED USES: 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. r�nn Nlr\TC. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. MI I n c+Iwlr►_ THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # WZ-17-11 SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. 0v •.�p. Eir;�•.,. �.p 29414�: a �J29/2Q. s i JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY LEGAL DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISION A DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 149.40 FEET; THENCE N00015'01"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 273.00 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EAST LINE OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'1 6"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 261,906 SQUARE FEET OR 6.013 ACRES, MORE OR LESS. BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. SEE SHEET 3 OF 3 FOR DEVELOPMENT STANDARDS CITY CERTIFICATION Approved this day of , by the Wheat Ridge City Council. ATTEST City Clerk Mayor Community Development Director PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) 1 hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of 7 A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNC4 ILITY NOTIFICA-i NTER OF COLOR 800.922.1987 www.unec.org Know what's below. Call before you dig. CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER CIVIL ENGINE CRIt4G LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY Insert name of person signing below line ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND State of Colorado INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A County of Jefferson TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD The foregoing instrument was acknowledged before me this FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. day of , A.D. 20 by HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING Witness my hand and official seal. My commission expires: MM YNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED IN SDP 10 AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM out "Specific ANRACTIVE 17200 - 3t,mrTUARE FEET WITHSpell AESTHETICALLY APPEALING STREETSCOAPE THE NEIGHBORHOOD BORHOOD WILLCREATING FEATURE ED RY Development Plan SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN Notary Public p FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING IS PROVIDED THROUGHOUT THE DEVELOPMENT. ALLOWED USES: 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. r�nn Nlr\TC. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. MI I n c+Iwlr►_ THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # WZ-17-11 SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. 0v •.�p. Eir;�•.,. �.p 29414�: a �J29/2Q. s i JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY LEGAL DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISION A DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 149.40 FEET; THENCE N00015'01"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 273.00 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EAST LINE OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'1 6"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 261,906 SQUARE FEET OR 6.013 ACRES, MORE OR LESS. BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. SEE SHEET 3 OF 3 FOR DEVELOPMENT STANDARDS CITY CERTIFICATION Approved this day of , by the Wheat Ridge City Council. ATTEST City Clerk Mayor Community Development Director PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) 1 hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of 7 A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNC4 ILITY NOTIFICA-i NTER OF COLOR 800.922.1987 www.unec.org Know what's below. Call before you dig. CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER CIVIL ENGINE CRIt4G LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet PUD -R CITY OF ARVADA Q O S00° 15'01"E 480.00 PUD -1 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF ARVADA CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 54TH AVENUE� CITY OF WHEAT RIDGE 4i24' 0 Irmo n71 nnnr Alo(l° 77n� 1 = A14(]° 071 7ivvC QQQ° '171')IvvXA/ G'S2Q° q7' '?1vvXA/ qRQ° -'17' 91vvVV , �� � � --� • -vv62.00' v _----_ PROPERTY LINE - - SECTION LINE 107.00' SETBACK LINE 107.00' CURB & GUTTER ASPHALT PAVEMENT ........... CONCRETE SIDEWALK N• TRACT LAND (OPEN SPACE) 1171 PUBLIC R.O.W. p( Lu I I PROPOSED SANITARY SS SEWER I SANITARY MANHOLE �d PROPOSED STORM 1 SEWER STORM SEWER INLET oo O I 17 �`D 18 I C� [, C) c I 6206 SF i� I d 6206 SF t 1 o � I o_J 1 I L--__M'r4�53"VT---J L____ -44 - N I 15 _ 78T 797\r .0 0 17595 SF N TR C 6 1 � I N°4 ' 9" I I L--- I I 00 _ 0 I 1 1 19 6206 SF 1= 01D I 20 1 6206 SF ( w T ' o N890 44'59"E o LO I 1 t o T S890 44'59"W S890 44'59"W 7. 07. ' T I C 89° 4' 'E 107.00' 89°44' ..E - 1- b co r----------- I 1 21 r-----------� - I 22 II 6206 SF w C) I 62.00' 1 6206 SF �� t o I I o I � I I I I L---S"S94T5�'v�---� -�TT4l_9^w---� 7. I 1 ;o I I 1 T 700, 5 U')N I 16 17595 SFFF h - 90 15 ' 9° 4' 5 I I I �N I� I� 10o I I 1 23 6206 SF I �� W I 24 1 6206 SF 1 0 00 I 1 °LOI Ind ILO L ----J L-----------------------� S890 44'59"W S890 44'59"W S890 44'59"W WHEAT RIDGE j� PUBLIC � R.O.W. /� f� 24' FIRE CLEAR ZONE -1 ALLEY SECTION D -D NOT TO SCALE 53' R.O.W GENERAL NOTES 1. TRACT 1 AND TRACT 7 SHALL BE FOR DRAINAGE, GREEN PUBLIC SPACE, ADDITIONAL WATER QUALITY TREATMENT, UTILITY EASEMENT (30' WIDE) AND DRAINAGE EASEMENT AND WILL BE MAINTAINED BY THE HOA. TRACT 1 MAY ALSO BE USED FOR OTHER DEVELOPMENT AMENITIES SUCH AS COMMUNITY GARDENS OR OTHER SUCH USES AT THE HOA'S DISCRETION. 2. TRACT 2 SHALL BE FOR DETENTION POND AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 2 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA BURIED PIPE AND DRAINAGE APPURTENANCES. STORMWATER FLOWS CONVEYED FROM TRACT 2 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 3. TRACT 3 SHALL BE FOR DRAINAGE AND OPEN SPACE AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 3 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA SHEET FLOW PER CURRENT DRAINAGE PATTERN. STORMWATER FLOWS CONVEYED FROM TRACT 3 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 4. TRACT 4 SHALL BE FOR 30' WIDE ALLEY. 5. TRACT 5 AND TRACT 6 SHALL BE FOR 24' WIDE ALLEY. GL, 2' UTILITY 5' MIN. 2.5 6' 11' 11' 6' 2.5 5' MIN. 2' UTILITY SIGNAGE ZONE I SIDEWALK �PARKINGi LANE LANE PARKING SIDEWALK I SIGNAGE ZONE O 2% 2% 0 td j i j-� 26' FIRE CLEAR ZONE - I ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE PUD -R CITY OF ARVADA C) 14/ 14/ DETENTION POND (TRACT 2) I I N890 34'25"E 149.40' J I I I I I I I I I I TRACT 3' 26' FIRE CLEAR ZONE 4' ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE 54' R.O.W. O O � 1, 5' MIN.$, 2'11" 13' 13' 2'11" 5' MIN. 2' UTILITY SIDEWALK LANE LANE SIDEWALK SIGNAGE ZONE 11" 11" 2% 2% ' 4' d ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING Noo° 12'24"W 937.26' NOT TO SCALE N890 34'25"E 149.40' I I I I S00° 17'36"E 277.94' i I I I I I I I I I I I I I S890 55'36"W 7.82' 40 20 0 40 40 SCALE: 1" = 40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET LEGEND _----_ PROPERTY LINE - - SECTION LINE CENTER LINE SETBACK LINE ------ CURB & GUTTER ASPHALT PAVEMENT ........... CONCRETE SIDEWALK N• TRACT LAND (OPEN SPACE) 1171 PUBLIC R.O.W. DETENTION POND .v DESCRIPTIONS DRIVE PROPOSED SANITARY SS SEWER SANITARY MANHOLE QQ PROPOSED STORM ST SEWER STORM SEWER INLET STORM SEWER MANHOLE O PROPOSED WATER LINE W PARKING STALL COUNT ON -STREET PARKING 45 STALLS OFF -STREET PARKING 92 STALLS 0 J,USTER 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SCRIN DUSTER 39493 ' 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO L i Checked By: Drawn By: Dwg File: Sheet Title Lot Layout Sheet 2 of 3 PUD -R CITY OF ARVADA PUD -1 7 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF ARVADA CIN OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 54TH AVENUE r CITY OF WHEAT RIDGE TH3 i i 58' TH4 I II 11 I I I 54' I ATTACHED SINGLE FAMILY HOMES DEFINED AS LOTS TH1 - TH10 RANGING FROM 3 TO 5 ALLEY 24' I 12 I I TH5 i i 58� TH6 107' ii. 107' I TRACT 30. I I � TH7 58' T � I 54' I or greater. I II I I ALLEY 24' TH9 i i 58' E3TH101 w 1w 1 CITY OF WHEAT RIDGE � I I 84.2' or 37.5' USE AREA "A" IS THE SINGLE FAMILY DETACHED UNITS DEFINED AS I L-- I II 11 I I I 54' I ATTACHED SINGLE FAMILY HOMES DEFINED AS LOTS TH1 - TH10 RANGING FROM 3 TO 5 ATTACHED UNITS PER BUILDING, NOT TO EXCEED 42 UNITS IN TOTAL. I 12 I I i. 54' I I I I ii. I 13 I I I 54' I I I I I I I I 54' I or greater. I II I I DETENTION POND I I I I I I I I I I I TRACT I 40 20 0 40 40 SCALE: 1" = 40' TYPICAL SF LOT PROPERTY LINE SECTION LINE CENTER LINE SETBACK LINE CURB & GUTTER ASPHALT PAVEMENT Add note regarding individual townhouse lots. See comment letter. CONCRETE SIDEWALK TRACT LAND (OPEN SPACE) PUBLIC R.O.W. DETENTION POND DESCRIPTIONS PROPOSED SANITARY SEWER SANITARY MANHOLE PROPOSED STORM SEWER STORM SEWER INLET STORM SEWER MANHOLE PROPOSED WATER LINE INAY J %ot needed FRONT TYPICAL 4 U) •i� i� PACK TH ■■ moi: � � �..� ■ lid ■■� TYPICAL 5 MAf-%1Z Tu ki REAR ALLEY DEVELOPMENT STANDARDS: Not acceptable. Charter 1. MAXIMUM HEIGHT SFD: 35 FEET limits residential height to MAXIMUM HEIGHT SFA: 5 FEE g 135 feet. 1 2. MINIMUM LOT AREA SFD: 4,500 SQUARE FEET MINIMUM LOT AREA SFA: 6,206 SQUARE FEET 3. MINIMUM LOT WIDTH SFD: 50 FEET MINIMUM LOT WIDTH SFA: 58 FEET 4. SETBACKS: SFD: (SINGLE FAMILY DETACHED) FRONT SETBACK= 10' SIDE SETBACK =5' SIDE SETBACK ALONG STREET = 10'('--- 4 REAR 0'('-- REAR SETBACK= 10' MAXIMUM DRIVEWAY WIDTH = 18' MINIMUM BUILDING SEPARATION = 10' SFA: (SINGLE FAMILY ATTACHED) FRONT SETBACK FACING STREET = 15' FACING QUAIL STREET FRONT SETBACK FACING ALLEY = 5' SIDE SETBACK =5' SIDE SETBACK ALONG STREET OR ALLEY = 10' REAR SETBACK = 10' ALONG THE STREET, 5' ALONG THE ALLEY Why is this MINIMUM BUILDING SEPARATION = 10' the only 5. NET DENSITY: 13.54 DWELLINGS PER ACRE different 6. GROSS DENSITY: 9.32 DWELLINGS PER ACRE one? 7. PARKING: ALL PARKING SHALL BE IN CONFORMANCE WITH SECTION 26-501 OFF-STREET PARKING REQUIREMENTS OF CITY OF WHEAT RIDGE CODE OF LAWS. 8. LANDSCAPING: ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 9. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 10. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS: 13.1 RESIDENTIAL SUBDIVISION SIGNS: MAXIMUM SIGN AREA 36 S.F. 11. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 12. THE PROPOSED DEVELOPMENT LIES OUTSIDE OF THE 100 -YR FLOOD PLAIN. 13. USE AREAS: i. USE AREA "A" IS THE SINGLE FAMILY DETACHED UNITS DEFINED AS LOTS 1 - 14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. ii. USE AREA "B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR ATTACHED SINGLE FAMILY HOMES DEFINED AS LOTS TH1 - TH10 RANGING FROM 3 TO 5 ATTACHED UNITS PER BUILDING, NOT TO EXCEED 42 UNITS IN TOTAL. 14. ARCHITECTURAL AND STREETSCAPE DESIGN i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE a HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR PEN SPACE TRACTS SHALL UTILIZE THE SAME ARCH TEC URAL T EATTMEONTS AS Single Family PRD 's1 typically require 50% FRONT FACADES. b. FRONT SETBACKS SHALL VARY MINIMUM OF 2.5 FEET. NO THREE ADJACENT or greater. HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. C.NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME AR HITECTURALLY DETAILED ELEVATION. d. AAM '30% ASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE 10% is very low. VENEER, SYNT C STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF HOMES Unsure if these AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP 10' �j o architectural features offset the upgraded AN INSIDF QQRNFR OR A MINIMUM OF 4'ON Y REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF rTHEUNITINCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A materials front facade D FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR materials. Some of AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS these should be AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON standard features, in HOMES THAT BACK TO A STREET. addition to upgraded SINGLE FAMILY ATTACHED ARCHITECTURE facade materials a. HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR OPEN SPACE (masonry) at 50% or TRACTS SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT CAf`AnC:c greater.. b. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER SYNTHETIC STONE OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF SELECT HOMES AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP BACK TO AN INSIDE CORNER OR A MINIMUM OF 4' ON THE SIDE ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF LLJ THE UNIT INCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A Refer to Chapter 4.3 of COVERED FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL Q HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR the Architectural and AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS Site Design Manual. AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON HOMES THAT BACK TO A STREET. 15. MAXIMUM BUILDING COVERAGE FOR SFD = 66%, OPEN SPACE = 34% 16. MAXIMUM BUILDING COVERAGE FOR SFA = 64%, OPEN SPACE = 36% 17. OFF-STREET PARKING IS GARAGE PARKING ONLY (112 spaces) 18. ON -STREET PARKING IS ALLOWED AT THE FOLLOWING LOCATIONS: • QUAIL STREET (11 SPACES) • NORTH AND SOUTH PROPOSED PUBLIC R.O.W. (22 SPACES) • WEST PIERSON COURT (6 SPACES) • EAST PIERSON COURT (6 SPACES) JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjusterOiustercivilengineering.com SARIN JU STER 39493 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO L i Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 3 of 3 From: Kathy Kadnuck To: Zackary Wallace Subject: Re: Quail Run Utility Plan Date: Wednesday, February 7, 2018 1:51:07 PM Attachments: innaae001.Dna Hello Zack: The connection to W. 54th Avenue to the north was a part of the original proposal. But, the Denver Water Department requires a looped line (basically two sources) for water quality and isolation. If the project were connected only from W. 54th Avenue, this would be a single source, or "closed loop". This is the reason that an additional main to the south (through the adjacent property) would be needed. She could approach Denver Water to see if they would deviate from their engineering standards, but I think a variation would be unlikely since the water is available from two sources. Hope this is helpful - let me know if you need anything else. On February 6, 2018 at 4:46 PM Zackary Wallace <zwallace(oci.wheatridge.co.us> wrote: Kathy and Bill — I wanted to send along the utility plan for Quail Run as a follow up to the 2nd referral request. The applicant shows their water coming into the property from 54)' Avenue, and their sanitation line coming up Quail Street. I want to confirm that 54)' Avenue is a viable option for Valley Water to provide water to this property. Additionally, for Clear Creek Valley Sanitation, the Quail Street right-of-way width between Quail Ridge Estates and this proposed development is approximately 15 feet wide. Is this sufficient for a sanitation line? Thank you, Zack Wallace -Mendez Wheat Ridge, CO as P the 235 2S52 wwwe wn®<na,em he -e Rise WlCity atlge COMMVNIT'DEVELOPMENi CONFUDENUALFTY e.V sentesso e�MsR HiItu �desed ordyforthe v dulmwe, use mMemye4eemiiesm+se m wofYvs emm�umeNemss e mVvw imuedurtivdve uia�, auaew.gu. mguiluessse�+ud �rt ue ovgiM From: Bill Willis To: Zackary Wallace; v.waterdist kathv(ccomcast.net Subject: RE: Quail Run Utility Plan Date: Tuesday, February 6, 2018 6:39:04 PM Attachments: imaaeO01.Dna Thanks for the contact Zack, CCVWSD will be ok with the initial 15' width ROW as long as it is a drivable surface and accessible and we confirm that the development to the west will be required to go fu II width ROW. The applicant needs to get with us for design of the main extension, begin the process for an agreement to extend, and they need to begin a process for inclusion into the District as soon as possible. They cannot construct a District line unless they include first and have the agreement in place. We don't know depths or distance off the storm line within Quail so we reserve the right to comment further as a deep sanitary may require larger separation from a storm line. By the way, the property to the West, will be serviced Sanitary by Fruitdale Sanitation District. They too have a piece of the overall site that is not within the Fruitdale the small triangle piece off Quail will need to be included and they should start processes such as that earlier than later. Thanks again for all the coordination . Kathy, if you need anything from us or have additional concern, let us know. Thanks Bill Willis, PE Principal PE (CO, LA, MO, MT, NM, ND, OK) Martin/Martin, Inc. 12499 W. Colfax Ave., Lakewood, CO 80215 P)303-431-6100 Ext. 340 M) 303-726-8520 www.martnmartn.com From: Zackary Wallace [mailto:zwallace@ci.wheatridge.co.us] Sent: Tuesday, February 06, 2018 4:46 PM To: v.waterdist—kathy@comcast.net; Bill Willis <BWILLIS@martinmartin.com> Subject: Quail Run Utility Plan Kathy and Bill — I wanted to send along the utility plan for Quail Run as a follow up to the 2nd referral request. The applicant shows theirwater coming into the property from 54th Avenue, and their sanitation line coming up Quail Street. I want to confirm that 54th Avenue is a viable option for Valley Water to provide water to this property. Additionally, for Clear Creek Valley Sanitation, the Quail Street right-of-way width between Quail Runge Estates and this proposed development is approximately 15 feet wid, Is this suffltlent for a sanitation line? hankbou, Zack Wallace Mendez Pla my, 11 75oow z9N tre Wheat Stage m ROBS P off cry 2S52 �WCity at�lge COMMVNIT'DtvewvMEHr CONFIDENTALITY NOTICE - nLmI Unmanned I OmLandedand farina USE of uz all or or use Of ennLys, named above mm marmedmy by amotan coire US model mi and RIELE US model mmade from your Ini End anynar LO which your Canadian is connefted Th. nk you This, mail and any fly (s) transmitted with It contain pros ei and mnfitlentlal information and are Intentlatl solly forth, use of me individual or entity to which they are addressed If you are not me Intentlatl reclplent or me person responsible for tleiveringmeemail to me Intend dreclplent you at, hereby notlfietl that any disseminatlon, disclosure or copying of this, mal l disclosure or copying of this, mail or any of its attachmen6ls strictly prohibited If you bave receiv d this, mail In error please l mmedately notify Ne sanding individual or enoty by, mail and permanently Caled,the origins le mail and attachmenrys) from your computer ryrtem. Thank you 01/31/18 WED 13:34 FAX 303 424 0828 VALLEY WATER DIS IM001 VALLEY WATER DISTRICT '12 1Ol W SI' 52ND AVENUE WHEAT R.11.)C,F?, CC7LORAI)08(I11.33 Trux,r1 rorur: 303-424-9661 FAX 303-424-0828 .liiimary 31, 1-018 Zack Wallace Mendes (filly ol`Wheat Ridge C'omimmity Development Department 7.500 W. 29d' Avemie \Vhcat Kidne, CO 1+0033 Dear Zack: In reference to YOU inquiry regarding Case No. WZ-17-1 I/Clark, the Valley Water District has, reviewed your inquiry and offers the following; comments". The District has no concern with the proposed rezoning; frorn A-1 to 1'1~;1:). The District has the capacity to serve the proposed Project, provided that. all Tuley rind re+"t. nations of the Valley Water District and Denver Water Department are Met. '3, Additional water main lines, fire hydrants and taps will be needed to serve the lvopurty and will be: at the owner's expense, F,.axements that meet the .requirements oCthe Valley Weiler District and the Denver Water Department will neod to he provided prior to the construction of any water mains. 4. The developer should remain in contact with the District to discuss specific water SYStenr clerigrr regUireMerlt's. Plemse feel free to contact me with any further questions 5inc �'cfy., /Y ]",ahlecn Kadnuck I:•)i"trict Ofries Manager ♦6 A♦ City of WheatlRidge COMMDNiTy DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: January 30, 2018 Response Due: February 12, 2018 The Wheat Ridge Community Development Department has received a request for approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan at 5392, 5372, and a portion of 5352 Quail Street. NOTE: This is a resubmittal of documents you reviewed in late December/early January. Due to the comments received 1 am sending the resubmittal of this application on a second referral for your review. The site plan has been modified since the last review. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WZ-17-11 /Clark Request: The applicant is requesting approval of a zone change from A-1 to Planned Residential Development (PRD) with an Outline Development Plan. The plan shows 56 units, consisting of 14 single family homes and 42 townhome or "single-family attached" homes. The ODP calls for the improvement of Quail Street, and the construction of Pierson Street and two east -west streets. Quail Street will connect to 54'° Avenue in the City of Arvada. This ODP is the first step in the rezoning process for a Planned Development. If approved, you will receive future referrals for the Specific Development Plan and Subdivision Plat. The existing single-family homes were built in the late 1920s and early 1950s and have been utilized for residential and agricultural uses since that time. This development scenario would scrape the existing improvements at 5392 and 5372 Quail Street. The home at 5352 Quail Street will remain, as only the rear undeveloped portion of that property is being purchased by the developer. Skyline Estates, in the City of Arvada, borders the properties to the north and east. To the south are more large lot residential/agricultural properties and the Quail Ridge Estates subdivision, currently under construction. To the west is a large piece of vacant land in the City of Arvada. The properties are located approximately halfway between the RTD G -line Arvada Ridge Station and Wheat Ridge Ward Station. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for Case Manager: Zack Wallace Mendez Phone: 303.235.2852 Email: zwallace@ci.wheatridge.co.us Fax: 303.235.2852 DISTRIBUTION: Valley Water District City of Arvada Clear Creek Valley Sanitation District Wheat Ridge Public Works Arvada Fire Protection District Vicinity Map s TH AV i 530.D P N tL ti M N C0 00 0 N N 21, M c ca ca c 0 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE OWNERS CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. State of Colorado ) ) SS County of Jefferson ) The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public ALLOWED USES: 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1. SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILY ATTACHED DWELLING 2.1.3. OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO VICINITY MAP (NO SCALE) CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED DURING SDP TO AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 17200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING IS PROVIDED THROUGHOUT THE DEVELOPMENT. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. ou n ci nim. THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # WZ-17-11 INDEX OF SHEETS: 1. COVER SHEET 2. LOT LAYOUT 3. PRELIMINARY SITE PLAN SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. o�p0 R p 294!4 V1 /29/2G!'0 �i�qL LAN�SJ JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY LEGAL DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISION A DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 149.40 FEET; THENCE N00015'01"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 273.00 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EAST LINE OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'1 6"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 261,906 SQUARE FEET OR 6.013 ACRES, MORE OR LESS. BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. SEE SHEET 3 OF 3 FOR DEVELOPMENT STANDARDS CITY CERTIFICATION Approved this day of , by the Wheat Ridge City Council. ATTEST City Clerk Mayor Community Development Director PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) 1 hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of 7 A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNC( 1LITY NOTIFICA- NTER OF COLOR 800.922.1987 www.uncc.org Know what's below. Call before you dig. CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet LAND USE TABLE USE ACRES DU DU/ ACRE % ACRE RESIDENTIAL AREA 3.23 54% OPEN SPACE/ DETENTION 0.80 13% SUB TOTAL OF RESIDENTIAL AREA 4.04 56 13.88 67% TOTAL RIGHT-OF-WAY 1.97 33% TOTALS 6.01 56 9.32 100% CHARACTER OF NEIGHBORHOOD: THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED DURING SDP TO AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 17200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING IS PROVIDED THROUGHOUT THE DEVELOPMENT. THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. ou n ci nim. THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # WZ-17-11 INDEX OF SHEETS: 1. COVER SHEET 2. LOT LAYOUT 3. PRELIMINARY SITE PLAN SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. o�p0 R p 294!4 V1 /29/2G!'0 �i�qL LAN�SJ JOHN P. EHRHART, PLS 29414 QUAIL RUN PROPERTY LEGAL DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISION A DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 149.40 FEET; THENCE N00015'01"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 273.00 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EAST LINE OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'1 6"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00°15'01 "W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 261,906 SQUARE FEET OR 6.013 ACRES, MORE OR LESS. BASIS OF BEARINGS: N89032'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. SEE SHEET 3 OF 3 FOR DEVELOPMENT STANDARDS CITY CERTIFICATION Approved this day of , by the Wheat Ridge City Council. ATTEST City Clerk Mayor Community Development Director PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) ) SS County of Jefferson ) 1 hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of 7 A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAI L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNC( 1LITY NOTIFICA- NTER OF COLOR 800.922.1987 www.uncc.org Know what's below. Call before you dig. CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet PUD -R CITY OF ARVADA Q O S00° 15'01"E 480.00 PUD -1 a Il N It 0 00 0 N d N L ca c N N 70 C O 5 QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF ARVADA CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 54TH AVENUE CITY OF WHEAT RIDGE -vv62.00' v _----_ PROPERTY LINE - - SECTION LINE 107.00' SETBACK LINE 107.00' CURB & GUTTER • .'.'.'.'.'.'.'.'.'.'. 2 % N• 2% 1171 PUBLIC R.O.W. p( Lu I I PROPOSED SANITARY SS SEWER I SANITARY MANHOLE �d PROPOSED STORM 1 SEWER STORM SEWER INLET C) O 1 17 �`D 18 I C� [, C) c I 6206 SF i� I d 6206 SF 1 1 0 C, I 1 I L--__M'r4�SS'V _ J L__ --78T-44797\r-- N I 15 p _ 7.0 0 17595 SF N T C 6 1 � I F) N 04 ' 9" 890 4'5 E BI I L--- I IB _00 0 I 1 1 19 6206 SF 1= 01 I 20 1 6206 SF (� w ' N890 44'59"E o `� 1 I t o T S890 44'59"W S890 44'59"W 7. 07. ' T 1 C 89° 4' 'E 107.00' /N111189044' ..E - 1- 0 L r----------- 121 1 r-----------� - I 22 I IC) 6206 SF w `O 62.00' 1 6206 SF 1 0 I I o 1 I I C) I I L---7�8�°T'_9^w---� L---S"S94T5�'v�---� I I 7. I I ;o I I I T 7.00V 5 U')N I 16 17595 SF > I h - N 90 15 ' 9° 4' 5 ---_Jlbtlba-Sp ---� ----10-LOQFF I I �N I C) C) C I I 1 23 6206 SF I �� W I 24 1 6206 SF I 0 co I I °�I L ----J L-----------------------� S890 44' 59"W S890 44' 59"W S890 44' 59"W WHEAT RIDGE j� PUBLIC � R.O.W. f� 24' FIRE CLEAR ZONE -1 ALLEY SECTION D -D NOT TO SCALE 53' R.O.W GENERAL NOTES 1. TRACT 1 AND TRACT 7 SHALL BE FOR DRAINAGE, GREEN PUBLIC SPACE, ADDITIONAL WATER QUALITY TREATMENT, UTILITY EASEMENT (30' WIDE) AND DRAINAGE EASEMENT AND WILL BE MAINTAINED BY THE HOA. TRACT 1 MAY ALSO BE USED FOR OTHER DEVELOPMENT AMENITIES SUCH AS COMMUNITY GARDENS OR OTHER SUCH USES AT THE HOA'S DISCRETION. 2. TRACT 2 SHALL BE FOR DETENTION POND AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 2 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA BURIED PIPE AND DRAINAGE APPURTENANCES. STORMWATER FLOWS CONVEYED FROM TRACT 2 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 3. TRACT 3 SHALL BE FOR DRAINAGE AND OPEN SPACE AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 3 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA SHEET FLOW PER CURRENT DRAINAGE PATTERN. STORMWATER FLOWS CONVEYED FROM TRACT 3 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 4. TRACT 4 SHALL BE FOR 30' WIDE ALLEY. 5. TRACT 5 AND TRACT 6 SHALL BE FOR 24' WIDE ALLEY. GL, 2' UTILITY 5' MIN. 2.5 6' 11' 11' 6' 2.5 5' MIN. 2' UTILITY SIGNAGE ZONE I SIDEWALK �PARKINGi LANE LANE PARKING SIDEWALK I SIGNAGE ZONE O � 2% 2% 0 �� • �� td j i j-� 26' FIRE CLEAR ZONE - I ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE PUD -R CITY OF ARVADA C) 14/ 14/ DETENTION POND (TRACT 2) I I N890 34'25"E 149.40' J I I I I I I I I I I TRACT 3' Ir 26' FIRE CLEAR ZONE 4' ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE 54' R.O.W. O O � rL 1, 5' MIN. 8' 13' 13' 2'11" 5' MIN. 2' UTILITY SIDEWALK LANE LANE SIDEWALK SIGNAGE ZONE 11" 11" 2% 1 2% ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING Noo° 12'24"W 937.26' NOT TO SCALE N890 34'25"E 149.40' I I I I S00° 17'36"E 277.94' I I I I I I I I I I I I I S890 55'36"W 7.82' 40 20 0 40 40 SCALE: 1" = 40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET LEGEND _----_ PROPERTY LINE - - SECTION LINE CENTER LINE SETBACK LINE 24' CURB & GUTTER • .'.'.'.'.'.'.'.'.'.'. 2 % N• 2% 1171 f� 24' FIRE CLEAR ZONE -1 ALLEY SECTION D -D NOT TO SCALE 53' R.O.W GENERAL NOTES 1. TRACT 1 AND TRACT 7 SHALL BE FOR DRAINAGE, GREEN PUBLIC SPACE, ADDITIONAL WATER QUALITY TREATMENT, UTILITY EASEMENT (30' WIDE) AND DRAINAGE EASEMENT AND WILL BE MAINTAINED BY THE HOA. TRACT 1 MAY ALSO BE USED FOR OTHER DEVELOPMENT AMENITIES SUCH AS COMMUNITY GARDENS OR OTHER SUCH USES AT THE HOA'S DISCRETION. 2. TRACT 2 SHALL BE FOR DETENTION POND AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 2 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA BURIED PIPE AND DRAINAGE APPURTENANCES. STORMWATER FLOWS CONVEYED FROM TRACT 2 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 3. TRACT 3 SHALL BE FOR DRAINAGE AND OPEN SPACE AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 3 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA SHEET FLOW PER CURRENT DRAINAGE PATTERN. STORMWATER FLOWS CONVEYED FROM TRACT 3 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 4. TRACT 4 SHALL BE FOR 30' WIDE ALLEY. 5. TRACT 5 AND TRACT 6 SHALL BE FOR 24' WIDE ALLEY. GL, 2' UTILITY 5' MIN. 2.5 6' 11' 11' 6' 2.5 5' MIN. 2' UTILITY SIGNAGE ZONE I SIDEWALK �PARKINGi LANE LANE PARKING SIDEWALK I SIGNAGE ZONE O � 2% 2% 0 �� • �� td j i j-� 26' FIRE CLEAR ZONE - I ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE PUD -R CITY OF ARVADA C) 14/ 14/ DETENTION POND (TRACT 2) I I N890 34'25"E 149.40' J I I I I I I I I I I TRACT 3' Ir 26' FIRE CLEAR ZONE 4' ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEAT RIDGE 54' R.O.W. O O � rL 1, 5' MIN. 8' 13' 13' 2'11" 5' MIN. 2' UTILITY SIDEWALK LANE LANE SIDEWALK SIGNAGE ZONE 11" 11" 2% 1 2% ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING Noo° 12'24"W 937.26' NOT TO SCALE N890 34'25"E 149.40' I I I I S00° 17'36"E 277.94' I I I I I I I I I I I I I S890 55'36"W 7.82' 40 20 0 40 40 SCALE: 1" = 40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET LEGEND _----_ PROPERTY LINE - - SECTION LINE CENTER LINE SETBACK LINE ------ CURB & GUTTER ASPHALT PAVEMENT .'.'.'.'.'.'.'.'.'.'. CONCRETE SIDEWALK N• TRACT LAND (OPEN SPACE) 1171 PUBLIC R.O.W. DETENTION POND .v DESCRIPTIONS DRIVE PROPOSED SANITARY SS SEWER SANITARY MANHOLE QQ PROPOSED STORM ST SEWER STORM SEWER INLET STORM SEWER MANHOLE O PROPOSED WATER LINE W PARKING STALL COUNT ON -STREET PARKING 45 STALLS OFF -STREET PARKING 92 STALLS 0 J,USTER 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com SCRIN DUSTER 39493 ' 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO L ��J Checked By: Drawn By: Dwg File: Sheet Title Lot Layout Sheet 2 of 3 PUD -R CITY OF ARVADA PUD -1 7 rn coo' 0 &i 00 0 N d N cv c c� c� 70 C O 9~4 C►►kr"i QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF ARVADA CIN OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 54TH AVENUE r CITY OF WHEAT RIDGE TH3 i i 58' TH4 I II 11 I I I 54' I ------ CURB & GUTTER ALLEY 24' I 12 I I TH5 i i 58� TH6 107' 1171 107' I TRACT 30. I I � TH7 58' TH8 � I 54' I I II pQ I I ALLEY 24' TH9 58' TH10 1 W 1 w CITY OF WHEAT RIDGE � I I 84.2' or 37.5' — — I L-- I II 11 I I I 54' I ------ CURB & GUTTER I 12 I I ........... 54' I I I I 1171 I 13 I I I 54' I I I I I DRIVE I I I 54' I I II pQ I I I I I I DETENTION POND I I I I I I I I I I I TRACT I 40 20 0 40 40 SCALE: 1" = 40' TYPICAL SF LOT TYPICAL 4 MAV Tu TYPICAL 5 MAf-%1Z Tu 58' PROPERTY PROPERTY LINE — — SECTION LINE CENTER LINE SETBACK LINE ------ CURB & GUTTER ASPHALT PAVEMENT ........... CONCRETE SIDEWALK TRACT LAND (OPEN SPACE) 1171 PUBLIC R.O.W. DETENTION POND .r DESCRIPTIONS DRIVE PROPOSED SANITARY ss SEWER SANITARY MANHOLE pQ PROPOSED STORM SEWER STORM SEWER INLET STORM SEWER MANHOLE O PROPOSED WATER LINE W )' (TYP.) 18' DRIVEWAY 107' FRONT IRC/`%IR /`%LLC i W J Q DEVELOPMENT STANDARDS: 1. MAXIMUM HEIGHT SFD: 35 FEET MAXIMUM HEIGHT SFA: 45 FEET 2. MINIMUM LOT AREA SFD: 4,500 SQUARE FEET MINIMUM LOT AREA SFA: 6,206 SQUARE FEET 3. MINIMUM LOT WIDTH SFD: 50 FEET MINIMUM LOT WIDTH SFA: 58 FEET 4. SETBACKS: SFD: (SINGLE FAMILY DETACHED) FRONT SETBACK= 10' SIDE SETBACK =5' SIDE SETBACK ALONG STREET = 10' (LOT 1 ADJACENT TO QUAIL STREET) REAR SETBACK= 10' MAXIMUM DRIVEWAY WIDTH = 18' MINIMUM BUILDING SEPARATION = 10' SFA: (SINGLE FAMILY ATTACHED) FRONT SETBACK FACING STREET = 15' FACING QUAIL STREET FRONT SETBACK FACING ALLEY = 5' SIDE SETBACK =5' SIDE SETBACK ALONG STREET OR ALLEY = 10' REAR SETBACK = 10' ALONG THE STREET, 5' ALONG THE ALLEY MINIMUM BUILDING SEPARATION = 10' 5. NET DENSITY: 13.54 DWELLINGS PER ACRE 6. GROSS DENSITY: 9.32 DWELLINGS PER ACRE 7. PARKING: ALL PARKING SHALL BE IN CONFORMANCE WITH SECTION 26-501 OFF-STREET PARKING REQUIREMENTS OF CITY OF WHEAT RIDGE CODE OF LAWS. 8. LANDSCAPING: ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 9. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 10. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS: 13.1 RESIDENTIAL SUBDIVISION SIGNS: MAXIMUM SIGN AREA 36 S.F. 11. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 12. THE PROPOSED DEVELOPMENT LIES OUTSIDE OF THE 100 -YR FLOOD PLAIN. 13. USE AREAS: i. USE AREA "A" IS THE SINGLE FAMILY DETACHED UNITS DEFINED AS LOTS 1 - 14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. ii. USE AREA "B" IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR ATTACHED SINGLE FAMILY HOMES DEFINED AS LOTS TH1 - TH10 RANGING FROM 3 TO 5 ATTACHED UNITS PER BUILDING, NOT TO EXCEED 42 UNITS IN TOTAL. 14. ARCHITECTURAL AND STREETSCAPE DESIGN i. STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE a. HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR OPEN SPACE TRACTS SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO THREE ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. C. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. d. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF SELECT HOMES AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP BACK TO AN INSIDE CORNER OR A MINIMUM OF 4' ON THE SIDE ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF THE UNIT INCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A COVERED FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON HOMES THAT BACK TO A STREET. iii. SINGLE FAMILY ATTACHED ARCHITECTURE a. HOMES ON LOTS SIDING OR BACKING UP TO PUBLIC R.O.W. AND/OR OPEN SPACE TRACTS SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED VARIABLY OVER THE FRONT FAQADE ELEVATION OF SELECT HOMES AS MORE SPECIFICALLY DEFINED IN THE SDP AND MAY INCLUDE WINDOW, DOOR, AND RELATED TRIM AREAS FOR OVERALL STREET APPEAL. MASONRY MAY WRAP BACK TO AN INSIDE CORNER OR A MINIMUM OF 4' ON THE SIDE ELEVATIONS. THIS MASONRY REQUIREMENT MAY BE REDUCED TO 10% IF THE FRONT FAQADE OF THE UNIT INCORPORATES 2 OR MORE OF THE FOLLOWING: (1) INCORPORATES A COVERED FRONT PORCH WITH ROOF COLUMN SUPPORTS. THE PORCH SHALL HAVE A MINIMUM WIDTH OF 5' AND A MINIMUM OF 50 SQUARE FEET OF FLOOR AREA, EXCLUDING STEPS. (2) THE FRONT FAQADE ELEVATION INCORPORATES A BAY WINDOW WITH A MINIMUM OF 12 SQUARE FEET OF GLASS AREA. (3) THERE IS AT LEAST ONE FRONT FACING ROOF DORMER VISIBLE FROM THE STREET. THE SAME ARCHITECTURAL DETAIL MAY BE UTILIZED FOR REAR ELEVATIONS ON HOMES THAT BACK TO A STREET. 15. MAXIMUM BUILDING COVERAGE FOR SFD = 66%, OPEN SPACE = 34% 16. MAXIMUM BUILDING COVERAGE FOR SFA = 64%, OPEN SPACE = 36% 17. OFF-STREET PARKING IS GARAGE PARKING ONLY (112 spaces) 18. ON -STREET PARKING IS ALLOWED AT THE FOLLOWING LOCATIONS: • QUAIL STREET (11 SPACES) • NORTH AND SOUTH PROPOSED PUBLIC R.O.W. (22 SPACES) • WEST PIERSON COURT (6 SPACES) • EAST PIERSON COURT (6 SPACES) JUSTER CAVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com DF CSL 016 SARIN JU STER 39493 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO L i Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 3 of 3 2nd Submittal City of Wheat Ridge Community Development Attn: Zack Wallace Mendez, Planner II January 29, 2018 Re: 20' Drainage Easement in Arvada. Dear Zack, This is to memorialize our activity in sensitizing neighbors to the east of Quail Run in whose backyards traverse the 20' drainage easement that was designed for the storm water runoff from the proposed Quail Run properties as well as those of the Skyline Estates Filing #2. We have the capacity to install a manhole as described in drainage report into the backyard in the easement of any one of the 6 properties highlighted below. .� 04 L --N 2nd Submittal Residence #1 is owned by Karl & Corrine Franklin. Karl is a civil engineer and has worked on helping some of the neighbors install pipe in the drainage easement to eliminate the concrete gutter in their backyards. He now has the most current drainage report and information on the Quail Run development and wants to meet this coming Thursday to further discuss his property as the best one for installing the manhole piped in from the detention pond. (I approached him on the drainage easement and Quail Run plans back in November, please see his reply (attached), wherein he states he wants to help work with us in the development.) Last Friday I met with Keith Schultz, the neighbor most impacted by the drainage easement, and he is on board with the plans for the detention pond and manhole installation upstream from him on the drainage easement. He sees the benefit that these improvements will bring in reducing the flow of water into his 36" ultra flow pipe. Yesterday Keith Schultz met with Karl Franklin to discuss the reduced drainage flows, drainage report and detention pond. They are scheduling a meeting with me to discuss an agreement for installation of the manhole this coming Thursday. Property #2 is owned by Calvin Mukarakate and Hamunyari Chigwada. I have attempted many times to meet with them, though have not been able to yet. I did leave notes at their door and mailed them a card with information about the drainage easement and the Quail Run development. Property #3 is owned by Fortuity, LLC. I have the telephone of the renter there, and soon should have word back from this property owner to meet and discuss the proposed changes in the drainage easement. 2nd Submittal Property #4 is owned by Ronald & Joyce Worley. They are selling their property, which is now under contract. I have talked with their realtor, who will pass the information on to the soon to be new owners. They promised to give me a call to further discuss the drainage easement changes. Property #5 is owned by Jim and Susan Turachak. I talked with Susan before the holidays about the drainage easement and their property. She said they would welcome the change. Still planning to meet with Susan and Jim together to further discuss this with the new drainage report and detention pond drawings. Property #6 is owned by Richard and Carol Abbate. Keith Schultz knows them also, and is willing to talk with them. I have not yet had to the opportunity to meet them in person to discuss the project. The properties south of the above listed and north of Schultz are: 5303 Parfet Street, owned by Gary & Janice Regan, 5307 Parfet Street, owned by Jason Short, and 5313 Parfet Street, owned by Jim & Tammy Demoulin. I have had opportunity to talk with Jason Short's significant other, who showed me their backyard which is mostly piped along the drainage easement. She was positive about the potential changes coming, though I have not yet had opportunity to speak directly with Jason. These last three properties listed are all also friends of Keith Schultz, who said he is willing to reach out to them in sharing the information of the drainage detention pond discharging to a manhole upstream from them, which will benefit all their properties with reduced drainage flows. Also, Sorin (via conference call) and I (in person) were able to meet with Bill Jennings with the City of Arvada about discharging the detention pond through a 12" pipe to a manhole that we would construct somewhere along the 20' drainage easement. He said that he is fine with these plans. Sincerely, Summer Clark 2nM ngYP0tgg28 at 8: 35: 24 AM Mountain Standard Time Subject: RE: Parfet Street Date: Monday, November 20, 2017 at 3:39:07 PM Mountain Standard Time From: karl@ altitudelandcacom To: Summer Clark Summer. Thanks for getting back to me. Yes, I agree that we can approach your development and being neighbors in an amicable manner. Doing this fora living for almost 25 years I understand what you have M deal with on a daily basis from neighboring folks. Yes, my firm (started in January of 2009), has done a lot of work in Wheat Ridge and are currently processing - I believe - about 5 projects. I would love M get together M discus your project in Me near future. I do not think Corrine has much interest however. She even gets tired of my stories on a daily basis. HA. I agree that the drainage easement (dedicated M the City of Arvada via plat- if I am not wrong) did appear To account for your developed flows. You may or may not be aware that some of the folks along this stretched have piped the open channel (I helped many of them) M get a "flatter" and "more usable" backyard. I made sure that all of our piping efforts will handle the ultimate developed flows of Me tributary area. To date, I have never seen a storm fill up our Concrete channel more than 1" -and we have seen some decent sized storms- likely approaching 10 year events How you would envision your pond outlet would be interesting M me so I am curious about your thoughts there and if you had thoughts of improving elements of Me easement wiHi your development as part of that vision. Certainly lots we can chat about there. How about we get past the Holiday and set a time M meet at some point the following week?? My schedule is relatively flexible. Thanks Summer. Looking forward M working wiHi you through your development. Karl W. Franklin, PE-PLS-EKW TITUDE 3461 Ringsby Court, #125 1 Denver, Co. 90216 Kari Altitude LandCo.com 1 720.413.9671 (Direct) Altitude LandCo.com 1720.594.9494(Main) Denver, CO I Colorado Springs, CO Page 1 of 3 2nd Submittal JUSTER CIVIL ENGINEERING LLC PRELIMINARY DRAINAGE LETTER January 29, 2018 Mr. David F. Brossman, PLS Development Review Engineer 7500 W. 29th Avenue Wheat Ridge, CO 80033 Re: Preliminary Drainage Letter for Quail Ridge Development (54`" Avenue & Quail Street) Juster Civil Engineering LLC (JCE) Project No.: 1712001 Dear Mr. Brossman, This letter outlines our approach to the UDFCD Four -Step Process and provide Detention for the proposed Quail Run Residential development near the intersection of 54`" Avenue and Quail Street. The following paragraph will describe how we plan to use the UDFCD Four -Step Process in our drainage design and management. 1. Reducing runoff volumes to reduce runoff peaks, volumes, pollutant loads, and employ Low Impact Development practices. Our design will implement Low Impact Development practices by providing pervious surfaces overland flow areas to which building impervious surfaces can drain to and localized drainage swales decreases the amount of direct impervious areas. The east side of the site will also be drained via a drainage swale in the backyards which will drain impervious surfaces from the homes and backyards. The final component will be landscape features that such as smaller raingardens located in key areas to collect additional runoff from the impervious surfaces. Employing BMPs that provide a water quality capture volume (WQCV) used to treat runoff prior to release into drainageways. We will incorporate BMP's as part of the LID practices in the watershed to capture a portion of the WQCV. Tested high percolation rates, will have a positive impact on water quality and further reduce the run-off. The final method of capturing the WQCV volume not captured by the watershed LID practices will be an extended dry detention basin. 3. Stabilizing drainageways to reduce bed and bank erosion. The site currently does not have any adjacent streams or major drainageways. All new permeable drainageways will be designed to convey the runoff. It is anticipated that the primary protection to prevent erosion will be vegetation with area stabilized during construction to prevent erosion. 12708 Deer Creek Dr., Omaha, NE 68142. Phone: (402) 598-1171 - justercec@gmail.com 2nd Submittal JUSTER CIVIL ENGINEERING LLC 4. The implementation of long-term source controls. All run-off generated by this site is from on- site tributary area. Some of the BMP's mentioned above will have the role of run-off source control. Our review of City of Wheat Ridge Site Drainage Requirements indicates that the project will be required to provide treatment for the Water Quality Capture Volume (WQCV), Excess Urban Run-off Volume (ERV) and 100 -year detention. For preliminary planning purposes, the preliminary design includes an Extended Detention Basin (EDB) and will be designed to provide Full Spectrum Detention. The EDB will be the primary structure designed to meeting water quality and quantity requirements. As a Full Spectrum Detention facility, the EDB will provide detention facilities sized to provide 100 -year detention volume, WQCV volume and ERV volume. The calculations for the preliminary design have utilized suggested methods outlined in the Urban Drainage and Flood Control District (UDFCD) Manual for sizing the ponds for sites with less than 10 acres of drainage area. Pond was designed with one foot of freeboard above the 100 -year volume described above. The property is bordered on the west by the Wannamaker irrigation ditch and currently undeveloped land, on the north by 54`" Avenue, on the east by Skyline Estates, Filing No. 2 residential development, and on the south by an undeveloped acreage. The proposed site contains approximately 6.01 acres of developable area, including the detention pond. It is important to note that although the current site is only 6.01 acres, the detention pond was sized to accommodate future run-off routing for the Joel and Dawn Lubker property. This brings the total tributary area for pond design to 7.1 acres. The Lubker property is the undeveloped lot located immediately south of the proposed development. The existing site drains from the northwest corner to the southeast corner and the proposed site grading will keep the same overall drainage pattern. There is no exterior runoff draining into the site. There is a ridge along the west side of the property and the runoff drains west of that ridge. 54`" Avenue channels on the north side runoff to the east. There is a 20 feet wide drainage easement with a concrete lined channel traversing the east side of the proposed site. Over time, some of the properties along the drainage easement have enclosed the open channel by installing pipe and filling the channel in. This channel was originally designed to intercept sheet flow runoff from the proposed site. The property is not in a flood hazard zone. The proposed development will subdivide the property into lots for the construction of 14 single family detached units and 42 single family attached units. Primary access to the development will be from Quail Street located on the west side of the property. Quail Street will be extended to 54`" Avenue on the north end and is currently connected at the south end to Ridge Road. The proposed development will feature one Water Quality, EURV/ Detention Pond. As mentioned above, the pond will capture storm runoff from all of the proposed site. A swale will be constructed parallel with the east side of the property to facilitate capture of almost 100% of the site runoff and run 12708 Deer Creek Dr., Omaha, NE 68142. Phone: (402) 598-1171 - justercec@gmail.com 2nd Submittal JUSTER CIVIL ENGINEERING LLC route it through the pond. The pond outlet control structure was designed using spreadsheets from the Urban Drainage and Flood Control District (UDFCD) Manual. Runoff discharge from the pond, using a 12" diameter pipe, will connect to the existing channel located within the drainage easement. A manhole will be constructed to act as a joint for the existing north -south channel from the pond, which will maintain or reduce existing flows in the drainage channel. An agreement will be reached with the properties affected by the construction of the manhole structure, or any other modifications needed for the channel. The offsite channel and associated drainage easement lie outside of the City of Wheat Ridge and within the City of Arvada. The proposed drainage design was coordinated with the City of Arvada and they had given preliminary approval for our drainage design. Additionally, a number of home owners have been contacted and we are working to build support for the channel modifications. Water Quality treatment of runoff is fully provided within the pond. Additional Low Impact Development Practices will be provided by the grass swales formed along the east property line and between the houses. Additional opportunities for Low Impact Development opportunities and water quality treatment will be explored during final design which includes the open space located in the middle of the site. The interior drainage swales will be designed to be stable based on velocities in the drainageways. It is anticipated that these areas will be stabilized as grass waterways and at slopes to provide a stable grass channel. Non -impervious open space will be available as drainage paths and will also allow for impervious areas to discharge to, such as roofs, which aids in long-term source control. The EDB will be designed with a forebay to provide adequate long-term maintenance of the system. All pond slopes, both inside and outside, were designed to adhere to the City of Wheat Ridge maximum 4:1 slopes for all landscaped areas. The maximum 4:1 slope will apply to the side of all grass swales as well. A detailed pond and maintenance access road grading plan is provided and attached to this letter as Exhibit A. In conclusion, the proposed development will provide treatment for water quality, storm water detention and ERV that meets City of Wheat Ridge criteria. The controlled release rates will assist in mitigation discharge into the existing concrete open channel. Sincerely, � Sorin Juster, P.E. Owner Attachments: Exhibit A 12708 Deer Creek Dr., Omaha, NE 68142. Phone: (402) 598-1171 - justercec@gmail.com JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.co 4F "Co.. ' 10 SORIN JUSTER 39493 1-29-2018 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title GRADING PLAN Sheet 1 of 1 2nd Submittal City of Wh6a-tPoidge C)uail Run D 2nd Submittal Traffic Generation Report City of Wheat Ridge Jefferson County, Colorado January 29, 2018 Prepared by Sorin Juster, P.E., P.T O.E. for: Quail Run Development OF SORIN JUSTER 39493 1-29-2018 JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 2nd Submittal INTRODUCTION 1.1 Juster Civil Engineering (JCE) prepared this Traffic Generation Report for the proposed Quail Run Development located in the City of Wheat Ridge, Colorado. The report is a required submittal for the Outline Development Plan (ODP). The purpose of the study is to determine the traffic generated by the proposed development. Quail Run development will be located southeast of the corner of 54th Avenue and Quail Street, on approximately 6.01 acres of land. Development consists of fourteen single family detached residential units and forty-two single family attached residential units. A location map of the study area can be seen in Figure 1. Figure 2 shows the proposed site layout. 1.2 Executive Summary • Site generated trips for the proposed development were calculated using the following manual: Site generated trips — ITE Trip Generation Manual, 10th Edition, September 2017. • Variables used were: o Weekday AM Peak Hour for Adjacent Street Traffic, One hour between 7-9 AM o Weekday PM Peak Hour for Adjacent Street Traffic, One hour between 4-6 PM o Weekday Daily Trip Generation STUDY RESULTS 2.1 A summary of the traffic generated by the proposed Quail Run development can be seen in Table 1. Total weekday AM Peak Hour for Adjacent Street Traffic, one hour between 7-9 AM is 30 trips. Total weekday PM Peak Hour for Adjacent Street Traffic, one hour between 4-6 PM is 37 trips. Total Weekday Daily Trip Generation is 220 trips. 2nd Submittal Table 1- Tria Generation Table Figure 1— Site Vicinity Map - �^; . - fir'' �, f�', �-• �� �%` , �_iOrl � � �t±5� e� iC � 9 s r r ZAC �rs.�".. � . " • �"*. .� �` A•�iY"� �. • * Nps ,. � � * t Daily Trip Generation ITE Average Daily Trip Distribution Total Daily Trips Code Lot Land Use Size Units Rate Trips Enter Exit Enter Exit 220 15.24 Multifamily Housing (Low -Rise) 42 Dwelling Units 7.32 307 50% 50% 154 154 210 1-14 Single Family Detached Housing 14 Dwelling Units 9.44 132 501A 50% 66 66 Total 056 0 440 23% 77% 220 220 Figure 1— Site Vicinity Map - �^; . - fir'' �, f�', �-• �� �%` , �_iOrl � � �t±5� e� iC � 9 s r r ZAC �rs.�".. � . " • �"*. .� �` A•�iY"� �. • * Nps ,. � � * t AM Peak Hour Trips ITE AM Peak AM Peak Internal Internal Net Peak AM Distribution Total AM Trips Code Lot Land Use Size Units Ave. Rate Trips Trip Rate Trips Hour Trips Enter Exit Enter Exit 220 15-24 Multifamily Housing (Law -Rise) 42 Dwelling Units 0.46 19 056 0 19 23% 77% 4 15 210 1-14 Single Family Detached Housing 14 Dwelling Units 0.74 10 0% 0 10 25% 75% 3 8 Total 30 30 7 23 Figure 1— Site Vicinity Map - �^; . - fir'' �, f�', �-• �� �%` , �_iOrl � � �t±5� e� iC � 9 s r r ZAC �rs.�".. � . " • �"*. .� �` A•�iY"� �. • * Nps ,. � � * t PM Peak Hour Trips ITE PM Peak PM Peak Internal Internal Net Peak PM Distribution Total PM Trips Code Lot Land Use Size Units Ave. Rate Trips Trip Rate Trips Hour Trips Enter Exit Enter Exit 220.. 15.24 Multifamily Housing (Low -Rise) 42 Dwelling Units 0.56 24 0% 0 24 63% ,37% 210 1-14 Single Family Detached Housing 14 Dwelling Units 0.99 14 0% 0 14 63% 37% 9 5 Total 37 37 24 14 Figure 1— Site Vicinity Map - �^; . - fir'' �, f�', �-• �� �%` , �_iOrl � � �t±5� e� iC � 9 s r r ZAC �rs.�".. � . " • �"*. .� �` A•�iY"� �. • * Nps ,. � � * t 2nd Submittal Figure 2 — Proposed Site Layout r CITY NW CORNER SECTION 16 #6 REBAR WITH 3.25" BRASS CAP LS 13212 CONFORMS WITH MONUMENT RECORD 7/6/06 S89'41'45"W 2662.10' NW 1/4 OF T3S, R69W, N89'37'16"E 2660.54' — ti W 1/4 SECTION 16 #6 REBAR WITH 3.25" BRASS CAP LS 13212 CONFORMS WITH MONUMENT RECORD 4/26/05 4 NORTH SCALE: 1" = 200' 0 50 200 400 SECTION 16 6TH P.M. W. 54TH A VE. N 1/4 SECTION 16 20.00' WITNESS CORNER #6 REBAR WITH 3.25" ALUMINUM CAP LS 19003 CONFORMS WITH MONUMENT RECORD 3/20/03 BASIS OF IEARINGS N89'32'47"E 5319.05 2nd Submittal f J►t�Nx�f /1�YNs�/��(/A`�y PARCEL 1: (PER DEED RECORDED 10/30/02 AT RECEPTION NO. F1597193) NORTH 350 FEET OF THE WEST 14 ACRES OF THE SE X OF THE NW 34 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., TOGETHER WITH ALL WATER RIGHTS, DITCH AND DITCH RIGHTS, ERESERVOIR AND RESERVOIR RIGHTS APPURTENANT THERETO, INCLUDING 1-1/4 INCHES OF WATER FROM THE WANAMAKER DITCH, AND TOGETHER WITH THE RIGHT TO USE A ROADWAY A STRIP OF LAND 15 FEET WIDE (EXCLUSIVE OF DITCHES) ALONG THE WEST SIDE OF THE SE 34 OF THE NW 34 AND THAT PART OF THE NORTHEAST 9 OF THE SOUTHWEST 34 NORTH OF RIDGE ROAD, COUNTY OF JEFFERSON, STATE OF COLORADO. ' PARCEL 2: (PER DEED RECORDED 6/7/90 AT RECEPTION NO. 90047858) THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., EXCEPT THE NORTH 350 FEET AND THE SOUTH 100 (160) FEET THEREOF, TOGETHER WITH AN EASEMENT FOR ROADWAY 15 FEET WIDE, EXCLUSIVE OF DITCHES OVER AND ACROSS THE WEST 15 FEET OF THE SOUTHEAST 1/4 NORTHWEST 1/4 EXTENDING SOUTHWARD TO THE RIDGE ROAD FOR INGRESS AND EGRESS TO THE PROPERTY HEREIN CONVEYED FOR ALL PURPOSES, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 3: (PER DEED RECORDED 11/15/10 AT RECEPTION NO. 2010101910) THE SOUTH 160 FEET OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO, EXCEPT THE WEST 40 FEET THEREOF. PARCEL 4. (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY REPORT NO. F0598553 -122-V00, DATED 12/5/17) A STRIP OF LAND LYING BETWEEN THE WEST 14 ACRES AND THE EAST 26 ACRES OF THE SE1/4 NW1/4 , EXCEPT THE SOUTH 381.4 FEET, SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO. 110 n N Lo w to0 io T_ o 1n S 1/4 SECTION 16 #6 REBAR NTH 3.25" BRASS CAP LS 13212 CONFORMS WITH MONUMENT RECORD 10/31/11 Mot A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89'37'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A. SKYLINE ESTATES FILING NO. 2 ; THENCE S00'12'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE 589'55'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISIONA DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N00'17'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE 589'34'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 422.40 FEET TO THE SOUTHEAST CORNER OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00'15'01"W ALONG THE EAST LINE OF SAID PROPERTY A DISTANCE OF 179.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89'37'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00'15'01"W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 305,586 SQUARE FEET OR 7.015 ACRES, MORE OR LESS. NOTES: 1. FIDELITY NATIONAL TITLE INSURANCE COMPANY DOCUMENTS, PARCEL 1: 598-FO590635-122-V00, AMENDMENT NO. 1 DATED NOVEMBER 30, 2017; PARCEL 2: 598-FO590630-122-V00, AMENDMENT NO. 1 , DATED NOVEMBER 30, 2017; PARCEL 3: 598-FO599053-122-V00, DATED DECEMBER 12, 2017; PARCEL 4: TITLE REPORT NO. F0598553 -122-V00, DATED DECEMBER 5, 2017, WERE ENTIRELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS SURVEY. 2. BASIS OF BEARINGS: N89'32'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. 3. BENCHMARK: NGS "Q 165 PID: KK0639, ELEVATION = 5403.59' (NAVD 88 DATUM). 4. LINEAL UNITS USED ARE U.S. SURVEY FEET. 5. THE CLIENT DID NOT REQUEST THAT RECORDED RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES BE RESEARCHED AND THEY ARE NOT SHOWN ON THIS SURVEY AND ARE NOT A PART OF THE SURVEYOR'S STATEMENT SHOWN HEREON. 6. UTILITY LOCATIONS AND PIPE SIZES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE FROM UTILITY COMPANIES AND MUNICIPALITIES, AND THIS OFFICE CAN NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. UNDERGROUND UTILITY CONNECTIONS FOR WHICH THERE ARE NO PUBLIC RECORDS READILY AVAILABLE ARE NOT SHOWN. FOR SPECIFIC LOCATIONS DURING CONSTRUCTION CALL THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987. 7. PROPERTY IS LOCATED IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER FLOOD INSURANCE RATE MAP FOR JEFFERSON COUNTY, COLORADO AND INCORPORATED AREAS, MAP NUMBER 08059CO211F, REVISED FEBRUARY 5, 2014. 8. ALL RIGHT-OF-WAY AND LOT AND BLOCK INFORMATION FOR NEIGHBORING PLATTED PROPERTIES WAS TAKEN FROM THE FOLLOWING: QUAIL RIDGE ESTATES RESIBDIVISION, RECORDED AT RECEPTION NO. 201 509 861 8, 9/16/15, SKYLINE ESTATES FILING NO. 1, RECORDED AT RECEPTION NO. F0988769, 12/9/99, SKYLINE ESTATES FILING NO. 2, RECORDED AT RECEPTION NO. F1816752, 7/25/03, AND SKYLINE ESTATES FILING NO. 2, FIRST AMENDMENT, RECORDED AT RECEPTION NO. 2006123537, 10/12/06. 9. THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF PERSONS NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON. 10. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE SURVEYOR'S STATEMENT SHOWN HEREON. SURVEYOR'S STATEMENT I, JOHN P. EHRHART, A DULY REGISTERED LAND SURVEYOR, LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF EHRHART LAND SURVEYING, LLC, TO SUMMER CLARK THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED BY ME OR UNDER MY DIRECT SUPERVISION, RESPONSIBILITY AND CHECKING ON OR AROUND NOVEMBER, 2017; THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38-51-106 "LAND SURVEY PLAT". _?'v 6r-r1/26/1AIN 8:' JOHN . EHRHART G 29414 COLORADO P.L.S. #29414 s ' EHRHART LAND SURVEYING, LLC '','•, P.O. BOX 930, ERIE, COLORADO 80516'�r,�gy1L PHONE: (303) 828-3340 �*AL LL ip.% a E 1/4 SECTION 16 #6 REBAR WITH 3.25" ALUMINUM CAP LS 23524 CONFORMS WITH MONUMENT RECORD 3/27/06 REVISION #1, 1/26/18, BY JPE, BOUNDARY CHANGE DETAIL 1 Uj �co \� cn w w in IIIA 40.00' x R'l m 0 I I I I I #4 REBAR WITH COLLAR ILLEGIBLE CE=5454.2' E=5442.8'(5) s I I I I I I I I �O ^WCnS Oc 01 may ,� I o I E-4 I I � I I I I I i I CE=5452.0' IE=5541.2'(N) s 2nd Submittal W. 54TH AVE. RIGHT OF WAY VARIES SEE DETAIL 1 SEE DETAIL 2 LEGEMJ 0 FOUND MONUMENT AS DESCRIBED O SET #5 REBAR AND 1.25" YELLOW PLASTIC CAP, EHRHART LS 29414 DETAIL 2 SECTION CORNER PLATTED DISTANCE LOT 7 iP) (M) MEASURED DISTANCE #5 REBAR WITH YELLOW PLASTIC CAP LS 19003 X5107.3 SPOT ELEVATION S © SEWER CLEANOUT ® DRAIN INLET LOT 6 FLARED END SECTION b CULVERT I FIRE HYDRANT S Ni r82• X WATER VALVE 3 OD STORM MANHOLE to LOT 5 OS SANITARY MANHOLE Z j I N © GAS METER I o CSI ®W WATER METER sR 0 2 3 J WO ® WATER SPIGOT I �� r, Y v1 W = ELECTRIC METER LOT 4 p m y ❑T TELEPHONE PEDESTAL W O W -G- GAS LINE 2 slRs�, Y -W- WATER LINE # REBAR NO CAP N I-E- UNDERGROUND ELECTRIC LINE #5 REBAR WITH ORANGE -OHE- OVERHEAD ELECTRIC LINE PLASTIC CAP LS 36561 I LOT 3 -S- SANITARY LINE I $89'55'36"W -SD- STORM LINE pA6 7.82' — X— FENCE LOT 2 POWER POLE GUY ANCHOR �— DITCH SIGN --07 RSR. 36CMP 4 MAIL Box �I------------ �- E=5444.9' O UNKNOWN RISER/UTILITY IIILOT 1 ® BUILDING/WOOD DECKING I I III III N Ik- 2 III _2W I' III LOT 2 Y En U / III co WI / y / — — — — ----- 2 / IIII-- / 1n / �\-J/ 36" CMP IE=5443.2' L \ LOT 3 OT 4 \� 36" CMP 36" CMP IE=5441.1' 3-18" RCP'S \ \�\ IE=5442.4' — E=5441.3'(CENTER) ------------ 4 NORTH SCALE: 1" = 40' 0 20 40 80 REVISION #1, 1/26/18, BY JPE, BOUNDARY CHANGE D 4 15 flc\ Ito fes✓ ri-i� �-1 7� �"W . i� Y1��� l -- NV C ,. - 2ul 17 ,A -A 4 ,P,J,6 Li c �LLE'y y OPEf�1 I I I`��Zo+g 5 r ru +D 36" L44,1 - f, 4,1- f, vv PIP- . Zackary Wallace From: Zackary Wallace Sent: Wednesday, January 17, 2018 4:56 PM To: summer2clark@gmail.com Subject: Quail Run Site Plan Attachments: Quail Run_SitePlanjpg Hi Summer, I ran the alternative site plan by both the Planning Division and our Development Review team and didn't receive any substantive comments. It appears to be a viable alternative from the City's perspective. As a side note, I would also consider checking with the fire department to see about that bulb at the northeast corner of the property. Seems we could lock in a pretty solid site plan at the ODP level, and ensure those NE corner lots aren't too oddly shaped if the bulb can be reduced. Thank you, Zack Wallace -Mendez Planner II 7500 W 29th Ave Wheat Ridge, CO 80033 P: 303-235-2852 www.ci.wheatridge.co.us City of yr d Whet i ��dge COMMUNITY DEVELOPMENT CONFIDENTIALITY NOTICE: This e-mail contains business -confidential information. It is intended only for the use of the individual or entity named above. If you are not the intended recipient, you are notified that any disclosure, copying, distribution, electronic storage or use of this communication is prohibited. If you received this communication in error, please notify us immediately by e-mail, attaching the original message, and delete the original message from your computer, and any network to which your computer is connected. Thank you. r1n'zoig Cl r m Zackary Wallace From: Summer Clark <summer2clark@gmail.com> Sent: Wednesday, January 10, 2018 4:03 PM To: Zackary Wallace Subject: Re: Additional Comments #2 - Quail Run ODP 1st Review Follow Up Flag: Follow up Flag Status: Flagged Hello Zack, Thank you... and not a problem with the multiple emails. We are already working on the ODP changes Regarding comments on the Pierson Ct. town homes vs. 54th Avenue... We moved some of the town homes from 54th Ave. to Pierson Ct. in an attempt to work with the 54th Ave. neighbors' concerns as voiced in the Neighborhood meeting, which also was written in their letter to the City of Arvada that you sent today. In trying to reach an amicable solution, we had thought that switching the town homes from 54th with the SFR's on Pierson Ct. would work for everyone. Switching the SFR's to 54th Ave. would help appease concerns of the 54th neighbors, though the town homes were already separated from them by a side walk, private road, median, 54th Avenue, and the additional strip of land north of the Quail Run border. It is hard to imagine their argument relating to the on -street parking adding "unnecessary glare in the summer months, shadowing casting freezing in the winter months" in that the distance of their homes and location relating to the azimuth of the sun does not change their private road exposure to the sun, or their personal enjoyment of the sun's southern exposure on their doorsteps. We cannot comprehend how on -street parking along the south side of 54th Avenue with additional set back requirements for a bicycle lane would present a "glare" effecting the 54th Ave. neighbors in that their homes distance from the parking is so far removed. In an additional effort to satisfy 54th Ave. neighbor's parking concerns, we reduced the parking spaces on 54th by half. If moving the town homes from 54th Avenue to Pierson Ct. and reducing the on -street parking on 54th Ave. causes more concern to the staff, then we would be happy to switch it back to the original site plan. Your comments on this are important to us. Thanks, Summer From: Zackary Wallace <zwallaceC&ci.wheatridpe.co.us> Date: Wednesday, January 10, 2018 at 12:20 PM To: Summer Clark <summer2clarkr7mail.com> Subject: Additional Comments #2 - Quail Run ODP 1st Review Ms. Clark — I apologize for the multiple emails today. Referral responses were due yesterday, January 9, but I've received 2 additional comments today. The first from Arvada Fire, which has already been emailed to you. The second I just received from the City of Arvada, see attached email and letter submitted to the City of Arvada Community Development Department. As you can see from the Arvada email, their Staff did not comment on the letter received. Additionally, the letter is very similar to one received by the City of Wheat Ridge several weeks ago. Thank you, Zack Wallace -Mendez Planner 11 ♦6 A♦ City Of ?00" eat dge COMMUNITY DEVELOPMENT City of Wheal Ridge Municipal Building 7500 W. 29s Ave. Wheal Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 January 10, 2018 SCHAL Investments, LLC Attn: Summer Clark 665 S. Decatur Street Denver, CO 80219 Dear Ms. Clark: This letter is in regard to your application filed for a Outline Development Plan (ODP) on property zoned Agricultural -One (A-1) located at 5372 and 5392 Quail Street. The first review of your submittal is complete. The following agencies responded to the request for referral comments their comments have been included on the following pages: Responding City departments and outside agencies: • City of Wheat Ridge Planning Division (includes redlined ODP) • City of Wheat Ridge Public Works o Included separately. A Dropbox link to the files will be provided within an email. • Valley Water District • Wheat Ridge Police Department • Xcel Energy • Century Link For the next review, please provide a response to the comments on the following pages, and resubmit plans in the following formats: • One (1) full-size hard copy of the plans • Digital files of the resubmittal documents in Adobe .pdf Sincerely, Zack Wallace Mendez Plm ner 11 303-235-2852 zwallace@ci.wheanidge.co.us cc: Cosefile(WZ 7-11) Enclosures ♦SII City Of c�7�IheatR�dge COMMUNITY DEVELOPMENT Memorandum TO: Summer Clark, SCHAL Investments LLC FROM: Zack Wallace Mendez, Planner II DATE: January 2, 2018 SUBJECT: WZ-17-11 / Quail Run I have completed my review of the Outline Development Plan (ODP) for the proposed residential development at 5372-5392 Quail Street. I have the following comments (redlines are also attached that correspond with the comments below): All Pages 1. Header text should read: Quail Run PlannedResidential Development An Outline DevelopmentPlan in the City of Wheat Ridge 2. Consistent font Page 1 1. Owner's Certificate: Insert owner names, no placeholder text. 2. There will need to be owner's certificate signature and notary blocks for the owners of each of the 3 properties involved. 3. Surveyor's Certificate: image negative? 4. Vicinity map: please provide a black line drawing rather than an aerial photo, for legibility when recording. 5. Character of neighborhood: a. Delete design detail 'two-story homes with two -car garages" as this detail should be spelled out in a more detailed architectural section. Also because the maximum height allowed is 35 feet, which would allow for 3 stories. If you are not contemplating 3 stories, then lower the maximum height. b. Architectural lintels, I believe is the intention of "lentils" c. "Color palettes will be predetermined to affirm a consistent streetscape" i. Will this occur during the SDP process? d. Delete "existing" in front of "bus routes" e. Change "lite rail" to "commuter rail" f. Delete "off-street parking spaces" g. Delete the street names at the end of the paragraph, as some of the names may change. 6. Case History: WZ-17-11 7. Development Standards: Quail Run ODP —1st Review (Planning Division) Page 2 a. The 35 -foot height maximum does not align with the character statement of "two story homes with two car garages." Either adjust the maximum height, or delete the sentence from the character statement and leave the 35 -foot height maximum. b. Setbacks: based on the map on page 2, the setbacks listed on page 1 appear to apply only to the single-family homes. If different standards apply to townhomes, please specify. c. Gross density is higher than requested by Staff for compatibility with surrounding neighborhoods. d. Signage: replace "Section 26-709" with "Article VII" e. Delete #15 and #16 as this information does not belong in the development standards. f Separate #18 into 3 notes: i. Streetscape design shall be in conformance with the Streetscape Design Manual. ii. Multi -family architectural and site design shall be in conformance with the Architectural and Site Design Manual iii. Single-family architecture... applicant needs to define. 1. Staff strongly suggests the following architectural design standards (or slight variations of these standards) are included: a. Homes on lots siding or backing up to public R.O.W. and/or open space tracts shall utilize the same architectural treatments as front facades. b. Front setbacks shall vary a minimum of 2.5 feet. No three adjacent homes or home directly across the street shall have the same setback. c. No two adjacent homes or homes across the street shall utilize the same architecturally detailed elevation. d. The first floor of the front elevation shall have a minimum of 67% masonry; brick, brick veneer, stucco, stone, stone veneer or synthetic stone, with a full return (minimum of 4' high) wainscoting on the sides of the homes. g. Need to add the following standards (and differentiate if the standards are different between the single-family homes and the townhomes): i. Maximum building coverage ii. Maximum landscape coverage and open space Page 2 1. Undefined product on lots. While the product type can presumably be determined, they should be clearly defined. a. Please create use areas in which different products are allowed and different development standards apply. Utilize these use areas for the development standards on page 1, in the character statement, and to differentiate the product types shown on the site plan on page 2. b. Utilize "single-family attached" rather than "multi -family" for the townhome product. Quail Run ODP —1st Review (Planning Division) Page 3 2. Why does the parking along 54a' Avenue suddenly stop at Lot 12? 3. We are coordinating with the City of Arvada, on the street naming convention for this area. Quail Street and Pierson Court are givens, however, please delete 53`d Court and 53`d Place, until we can verify what these roads will be named. For the time being please replace with `public right-of-way." 4. The bulb at the northeast corner of the property seems to be very large. Please reassess the need for such a large bulb. If the size can be reduced, it may provide a more thoughtful layout for lots 7-9. If the size cannot be reduced, a landscaped island shall be placed within the bulb to break up the large expanse of asphalt. 5. Ql and Q2: this area was shown to be single-family homes on the preliminary site layout. Now that they have been replaced with townhomes, staff is very concerned about the presence along Pierson Court, as the west side will feel like an alley, while the facing the fronts of single-family homes on the east side. Replacing these townhomes with single-family lots will be more appropriate, and will reduce the gross density to a number that Staff can support. 6. Detention pond needs to be adjusted to allow for Pierson Court to accommodate a future extension south in the future. 7. Parking (on- and off-street) should be clearly shown and labeled. 8. Please provide a parking count that includes the number of on- and off- street parking spaces. 9. Setbacks appear to be different between the townhome lots and the single-family lots, but there is no differentiation in the development standards on page 1. 10. Most of the recent ODP applications Staff has processed include atypical elevation for the product types proposed. Please consider adding this element. 11. Legend: a. Center line is not the same as the line shown on the map as the road center line b. Parking line and section line are the same line type. Page 3 1. Grading plan can be included as supplemental information (similar to the drainage report) but does not need to be included with the ODP document, which will be recorded if and when approved. E OWNER'S CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development In accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. No placeholder text. [Insert name of owner(s) or agent(s) who will sign] State of Colorado ) ) SS County of Jefferson ) The foregoing instrument was acknowledged before me this day of , A. D. 20 by Witness my hand and official seal. My commission expires: Notary Public SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. ALLOWED USES: 1.INTENT: Need owner's certificate block for all 3 owners, unless the properties will all be under 1 ownership at the time this document is recorded. Please insert black line drawing rather than aerial image. INDEX OF SHEETS Planned VQUAIL RUNRESIDENTIAL DEVELOPMENTAroved CITY CERTIFICATION day of An OUTLINE DEVELOPMENT PLANin the City of Wheat Ridge by phe Whealt Ridge City Council. NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO 1. COVER SHEET 2. PRELIMINARY SITE PLAN 3. PRELIMINARY GRADING PLAN VICINITY MAP (NO SCALE) LAND USE TABLE DWELLING 2.1.2.MULT1-FAMILY DWELLING 2.1.3.OPEN USE ACRES DU DU/ ACRE 010 ACRE RESIDENTIAL AREA 3.62 62% OPEN SPACE/ DETENTION 0.91 16% SUBTOTAL OF RESIDENTIAL AREA 4.53 56 12.36 77% TOTAL RIGHT-OF-WAY 1.32 23% TOTALS 5.85 56 9.57 100% CHARACTER OF NEIGHBORHOOD THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILITIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT THE NEIGHBORHOOD FEATURES UNIQUE CHARACTER WITH A VARIETY OF DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A ARCHITECTURAL DESIGNS TXT,.T TTT,TXT, .T.�n�,; C'mnnvunTa__1n7Tmu mIn7n QUALITY RESIDENTIAL NEIGHBORHOOD, HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF CONSISTING OF SINGLE FAMILY DETACHED AND STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE WITH A MEANDERING PATHWAY TO ALLOW RESIDENTS TO ENJOY THE NATURAL QUAD MULTI -FAMILY RESIDENTIAL USES THAT ARE BEAUTY OF THE AREA AND CREATE COMMUNITY SYNERGY. MATERIALS WILL CONSIST COMPATIBLE WITH ADJACENT EXISTING OF PREFINISHEDMAS NIT LAP SIDING WITH ARCHITECTURALLY CORRECT GABLE RESIDENTIAL AND OPEN SPACE USES.VE TTS � ,�," LENTILS,AND OTHER TRIM DETAILS. COLORS SHALL BE SELECTED FROM PALETTE OF EARTH TONES. COLOR PALETTES WILL BE PREDETERMINED TO AFFIRM A CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 1,2 3,000 2.USES: Fin-tels? See comment letter S UARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE STREETSCA THE 2.1.ALLOWED USES 2.1.1.ONE-FAMILY DWELLING 2.1.2.MULT1-FAMILY DWELLING 2.1.3.OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS • Q NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPIN ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO C-4�� BUS ROUTES, AND � _ E ____- ON RIDGE ROAD 9r -r- S+1+EE+ FARRIH6 SPA. THE DEVELOPMENT WIL OVIDE ON -STREET PARKING THROUGHOUT , QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. QUAIL RUN PROPERTY LEGAL DESCRIPTION ATTEST City Clerk Mayor ROJECT LOCATION Community Development Director A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2 ; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISIONA DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 105.86 FEET; THENCE N00°18'21 "W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE These dont match up. Either TH LINE A DISTANCE OF 316.39 FEET TO A POINT ON THE VEYED TO JEFFERSON COUNTY BY DEED RECORDED leave the text and lower the 0.572675; THENCE N00015'01"W ALONG SAID EAST LINE maximum height or delete CE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID 'W ALONG THE NORTH LINE OF SAID PROPERTY A the text from the character OINT ON THE NORTH -SOUTH CENTERLINE OF SAID statement. c ION 16; THENCE N00015'01"W ALONG SAID CENTERLINE ... �� O EPO INT OF BEGINNING; ODP NOTE: Ithe development commuter rail I Iduring SDP? THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. PHASING: THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # WZ-17-11 CONTAINING 254,952 SQUARE FEEL QR 5.853 ACRES, MORE OR LESS. DEVELOPMENT STANDARDS:'� 1. MAXIMUM HEIGHT: 35 FEET 2. MINIMUM LOT AREA: 3,806 SQUARE FEET 3. MINIMUM LOT WIDTH: 50 FEET 4. SETBACKS: For single-family only?This exceeds the 4.1. MINIMUM FRONT YARD SETBACK: TEN(10)FEET FEEdensity Staff noted (>y 4.2. MINIMUM SIDE YARD SETBACK: FIVE (5) FEET 4.3. MINIMUM REAR YARD SETBACK: TEN (10) FEET Was appropriate for i the area (8.8 gross 5. MAXIMUM DRIVEWAY W TH: TWEL�(12FEFT 6. NET DENSITY: 13.1 WEL d u/acre) 7. GROSS DENSITY: 9.58 WELL S PER ACRE 8. MINIMUM BUILDING SEPARATION: TEN (10) FEET 9. PARKING: ALL PARKING SHALL BE IN CONFORMANCE WITH SECTION 26-501 OFF-STREET PARKING REQUIREMENTS OF CITY OF WHEAT RIDGE CODE OF LAWS. 10. LANDSCAPING: ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 11. STREET TREES: STREET TREES SHALL BE PLACED EVERY 30' WITHIN THE LANSCAPE BUFFER. THE MINIMUM CALIPER DIAMETER FOR STREET TREES SHALL NO LESS THAN 2.5" 12. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 13. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH SECTION 26-709 SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS: 13.1 RESIDENTIAL SUBDIVISION SIGNS: MAXIMUM SIGN AREA 36 S.F. 14. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 15. EXISTING ZONING: A-1. 16. PROPOSED ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD). 17. THE PROPOSED DEVELOPMENT LIES OUTSIDE OF THE 100 -YR FLOOD PLAIN. 18. ARCHITECTURAL, SITE, AND STREETSCAPE DESIGN SHALL BE IN CONFORMANCE �j WITH THE ARCHITECTURAL AND SITE DESIGN MANUAL (ASDM) AND 1 STREETSCAPE DESIGN MANUAL. There are no standards for single family homes in the Architectural and Site Design Manual (ASDM). The ASDM standards are appropriate for the town homes, but you will need to create development standards for single-family homes. PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) SS County of Jefferson ) hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAIL.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. JNCC 'ILITY NOTIFICATION NTER OF COLORADC 800.922.1987 www.uncc.org Knowwnars below. 0811 before you dig. CALL 81 1 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. JUSTER CIVIL 'EI` GINEERINC.- 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet 1 OF3 C E a I a ti 0 00 r 0 N L N E a) U N ca LL PUD -R PUD -1 Why do the QUAIL RUN RESIDENTIAL DEVELOPMENT parking spaces end here? OUTLINE DEVELOPMENT PLAN LEGEND 1\ NORTHWEST QUARTER OF SECTION 16, EAO MENTLINE --__-- PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.SECTION LINE, CENTERLINE - CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON STATE OF COLORADO SETBACK LINE ------ 54TH AVENUEPARKINGthis bulb be shrunk at all? Seems rather large, PARKING LINE and if it is able to shrink, it may allow for a more CURB &GUTTER =•N89°37'16"3E 471.14' _ _ _ _ _ _ thoughtful layout of lots 7, 8, and 9. If it is unable to ASPHALT PAVEMENT 103.33' N —51.67' 51.67' 51.67' 51.67' 57.80' shrink, a landscaped island shall be placed near the CONCRETE SIDEWALK OI I I I middle to break up the sea of asphalt. qCE, ADDITIONAL WATER QUALITY TREATMENT, UTILITY TRACT LAND (OPEN SPACE) F — — — — — — — — — I 12 I I 11 I I 10 I I $ I ASEM RAINAGE EASEMENT AND WILL BE MAINTAINED BY THE HOA. TRACT 1 MAY ALSO BE DESCRIPTIONS DRIVE 3806 SF I O I I USED OTHER DEVELOPMENT AMENITIES SUCH AS COMMUNITY GARDENS OR OTHER SUCH USES AT THE HOA'S 9300 SF 14650 SF 14650 SF 14592 SF I I `i I ETION. I o I I I _ I I 6376 SF I col 2. TRACT 2 SHALL BE FOR DETENTION POND AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 2 Q 1 10 I I I I o� — — J I I �I WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA BURIED PIPE AND DRAINAGE APPURTENANCES. L= 44.02 L------- _—� I I I I I �o oo� STORMWATER FLOWS CONVEYED FROM TRACT 2 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 103.33' 51. 7' 51.67' 35.37' <=6� • f \\ 10 3. TRACT 3 SHALL BE FOR DRAINAGE AND OPEN SPACE AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 3 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA SHEET FLOW PER CURRENT DRAINAGE PATTERN. STORMWATER FLOWS CONVEYED FROM TRACT 3 WILL BE AS ALLOWED PER CITY STANDARDS AND T REGULATIONS. ." J'Vol z _ _ ___ _ 4U5L, I 4. TRACT 4 SHALL BE FOR 36' WIDE ALLEY. Please provide a parking count that includes the number of on- and off- street parking spaces. IIN M h .19' I w cO N C-�o 5554 SF I ;co J III I �Qr I v ICD I 4299 SF CI �J 01 4297 SF I CDI II 4295 SF I of 0I V_-) I I 4293 SF of Ll5' I 4291 SF I o� CD 4289 SFCD LO Rr, 7F' I E:YM:3:� DETENTION POND SIGNAGE ZONE >taff is concerned about the 'ierson Court presence. This /ill have 12 townhouse garages acing the front doors of 7 ingle-family homes. This is not ie type of street presence the :ity wishes to create. remove these 2 townhome iroducts, and replace with 4 SF As. This will reduce gross du/ cre to 8.89, a more upportable density, as has leen noted in all pre -application ieetings. 26' FIRE CLEAR ZONE ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE 26' f� 26' FIRE CLEAR ZONE S890 55' 36"W 7.82' 2' UTILITY SIGNAGE ZONE 40 20 0 40 40 SCALE: 1 " = 40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET Know what's below. Call before you dig. CALL 81 1 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. DUSTER cwML EN INEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2of3 r - E 00 Cn 00 r 0 N L a) E a� U N ca QUAIL RUN RESIDENTIAL DEVELOPMENT OUTLINE DEVELOPMENT PLAN LEGEND PROPERTY NORTHWEST QUARTER OF SECTION 16, EASSEMENTLINE --__-- TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.SECTION LINE, CENTERLINE — CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SETBACK LINE ------ PARKING LINE CURB & GUTTER EXISTING CONTOUR JNCC TILITY NOTIFICATIO ENTER OF COLORAC 800.922.1987 www.uncc.org PROPOSED CONTOUR 40 20 0 40 40 SCALE: 1 " = 40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET Know what's below. 0811 before you dig. CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CI'V'IL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO -.41111 Checked By: Drawn By: Dwg File: Sheet Title Grading Plan Sheet 3of3 12/21/17 THU 14:43 FAX 303 424 0828 VALLEY WATER DIS Im001 VALLEY WATER DISTRICT 121.01 WEST 52NDAVENUE "WHEAT FUD DGE, COLORADO 80033 11 LE PH O N F:: 303-4:24-9661 rax 303-424-0828 December 110, 2017 Zack Mendez CILY cirwheat Ridge Community Development 7500 W. 29"' Avenue Wheat .Ridge, CO 800:1:3 Dear lack: .LII 1'0611011se ID your' inquiry regarding Case No. WZ-17-1 1/C.lark, the District hrls Lhe follnwin�� corninents: The DistricL hats no concerns with the proposed rezoning. 2. Prior to development, additional water stains, fire Hydrants and doinestic tal,s will be required. The District can further assess these needs when a. detailed development plan is .available. :1. 'The developer should rcmain in a7nLaCt with the District to coordinate utility needs for the 111-c�Jecl. Please fftl free to Lontact us with any tin•lher g1lcsti0ns. Sin ��rely/ .' ,�,, � � ,�. ,'�-� ;•`l.� lam' ���-�-._..... / 'I�rtlll-I L e -m Kaclnttcl District Office Manager lock. maki'lall.id... fee secure Wallace Subvert: RE OR 17 11 Referral Data Coal December 20, 20 17 4 15 23 PM Looks fine tome.. DigL Mark Moellenberg Criminal In veli gations Bureau Wheat Ridge Pollen Department 7500 W.2on Avenue Wheat Ridge, W 80033 Dead 3032352906 www c wheaMaee m us 44 City of WheatP,4!dge POLICE DEPARTMENT CONFIDENTIALITY NOTICE This, man ffian,m,n,,,,,i formation In, I mlyforthe use ofthe individual or exty named above If you are not the intended re a pert you are notted front any dwosure aboard dmrdmon, elexpron, storage or use of this communist on is prohibited If you received this communication in error please omlry us immediately by am ai I stashing the on and I message and del se the onand I message tum Four computer, and any nfivark to vench Four computer is connected Thank you Fmm:Zakary Wallace Bent: Wednesday, December 20, 2017 9107 PM To: board Moellenberg Subject WZ-17-11 Referral The Meat Ridge Community Development Department has received a request for approval of a zone Mange from Agricultural One (At) to Planned Residential Development (PRD) with an outline Development Pian at 5392, 537, and a coupon of 534 Quail street (Case No wz-17 11). Please download the application documents from the City drive: Felder V VCemmun v Deve en en f Land Use Case Refe a File name WL -17 11—Quail Run Comments are due by Wednesday, January 10, 2018 no response from you will constitute having no objections or concerns Feel free to be In touch with any additional quer ions. Thank you Zack Wallace Mendez Planner 11 7500 W Spot Avenue Meat Rltlge, Colorado 00033 Office Phone 303235-2852 Fax 3032312857 spow a wheatridgeccus Xcel EnergySV PUBLIC SERVICE COMPANY January 8, 2018 City of Wheat Ridge Community Development 7500 West 29th Avenue Wheat Ridge, CO 80033 Attn: Zack Wallace Mendez Re: Clark Rezone, Case # WZ-17-11 Right of Way & Permits 1123 West 3" Avenue Denver, Colorado 80223 Telephone: 303.571.3306 Facsimile: 3 03. 571.32 84 donna.l.george@xcelenergy.com Public Service Company of Colorado's (PSCo) Right of Way & Permits Referral Desk has reviewed the request for the Clark Rezone. Please be advised that PSCo has existing natural gas and electric distribution facilities within the areas indicated in this proposed rezone. PSCo requests that the gas line and the PSCo easement recorded at Rec. No. 78009946 on February 2, 1979 in Jefferson County are shown on the plans. Public Service Company has no objection to this proposed rezone, contingent upon Public Service Company of Colorado's ability to maintain all existing rights and this amendment should not hinder our ability for future expansion, including all present and any future accommodations for natural gas transmission and electric transmission related facilities. The property owner/developer/contractor must complete the application process for any new natural gas or electric service, or modification to existing facilities via FastApp-Fax-Email-USPS (go to: https://www.xcelenergy.com/start, stop, transfer/new construction service activation for buil ders). It is then the responsibility of the developer to contact the Designer assigned to the project for approval of design details. Additional easements may need to be acquired by separate document for new facilities. As a safety precaution, PSCo would like to remind the developer to call the Utility Notification Center at 1-800-922-1987 to have all utilities located prior to any construction. If you have any questions about this referral response, please contact me at (303) 571-3306. Donna George Contract Right of Way Referral Processor Public Service Company of Colorado use wounedi suspect: RE wheat RiAe Referral Ect.: Level mi 9, 2018 4 17 55 nor Zack, CenturyLlnk has no objection to the proposed zoning Mange Thanks Pardo emblem, ROW Agent Century Link 700 W. Mineral Ave, Littleton, CO 80120 Call. 7205202133 Ou41n Pulclanl@centuryllnk c0ok "Centu Lmk- vil�c N Bwriper cannecua- From: Zackary Wallace maric zwallace@ clwh eatrltlge cc as{ Sent W son asks d Oseem bar 20, 2017 4 06 PM To: Pulold Lis Do at n mu son to loan l@ canto rginit com> Subject: WM1 eat RL tlge Referral -Case N0. WZ-17-11 Rusin The Meat Ridge Community Development Department has received a request for approval of a zone Mange from Asked Dural Ona (At) to Plannad Residential Day copment (PRD) with an Outline Development Plan at 5392, 537, and a Damon of 534 Quail street (Case No wZ-17 11 You may access and it overdo it the application materials at th e following drop box link wtlocoax com/sh/M9nvvn sdzl 95MARACOuGI Gsu Vc0 OcLv aPo-O Comments are due by Wednesday, January 10, 2018 no response from you will constitute having no obje pions or concerns Feel free to b e In touch with an y additions l qua signs. Than kyou , Zack Wallace Mendez Planner 11 7500 W 29th Avenue Wheat Ritlge, Cgood do 80033 Office Phone 303235-2852 Fax 303 234 2845 www a whe�a ridge m us as VY City E C Om C&Aa - Mm Pmtectian iaialftt MWMMM3 Allison Way Arvada CO 80005 • 303-424-3012 •303-432-7995 fax January 10, 2018 Mr. Zackary Wallace, Planner City of Wheat Ridge 7500 W 29a' Avenue Wheat Ridge, CO 80033 Re: Quail Run -Rezone, COWR Project # WZ-17-11, AFPD Project # 17-273D Mr. Wallace: The referral referenced above was reviewed for compliance with the 2012 International Fire Code (IFC) as adopted by the City of Wheat Ridge. The Fire District has the following comments regarding this development plan. 1. Fire protection service This parcel is currently within the jurisdictional boundaries of the Arvada Fire Protection District (AFPD). The fire protection services for this parcel are provided primarily by AFPD Fire Station #2 located at 5250 Oak Street. 2. Fire apparatus access -surface Fire apparatus access roads shall be provided with an approved all-weather surface (concrete or asphalt). Access roads shall be capable of supporting an imposed load of 85,000 pounds. (2012 IFC Section 503.2.3 amended) 3. Fire apparatus access -turning radius Fire apparatus access roads shall provide a minimum inside turning radius of 26-0 feet and an outside turning radius of at least 47-0 feet. An Autoturn analysis of the entire site shall be provided and indicate that access throughout the site will accommodate the largest piece of fire apparatus as specified. (2012 IFC Section 503.2.4) 4. Access during construction Approved fire apparatus access shall be provided during construction within the development. Unless otherwise approved fire apparatus access consisting of the first -lift of asphalt or concrete shall be provided prior to commencing construction above grade. (2012 IFC Sections 501.4 and 502.2.3 amended) 5. Emergency access through site Fire apparatus access lanes through the private drives shall be dedicated on the final plat as "Emergency Access Lanes" or other similar language as required by the City of Wheat Ridge. (2012 IFC Section 503.1) 6. Fire lane signage The indicated width of the private drives does not allow for parking. These drives shall be posted as fire -lanes and have fire lane signage provided on both sides of the private drives. (2012 IFC Section 503.3) 7. Water supply for fire -protection The fire hydrant location and spacing as indicated on the plans is acceptable. (2012 IFC Sections 507.1) Fire hydrants shall be installed and made operational to provide the minimum required fire -flow prior to commencing construction above grade. (2012 IFC Sections 501.4) 8. Required Fre-flow The minimum fire -flow as determined by Arvada Fire shall be provided by the fixed -water distribution system. Fire -flow is calculated using the total floor area of all floors within the exterior walls of the largest building and the construction type. There is not adequate information included in this site plan to establish a minimum fire -flow requirement. The minimum required fire -flow shall be confirmed in subsequent due -diligence and development referrals. (2012 IFC Section 507) 9. Landscaping clearance A 3-0 foot clear space shall be maintained around all fire hydrants. The space shall be measured from the top center of the hydrant and there shall be no obstructions directly in front of fire hydrants. (2012 IFC Section 507.5.5) Please contact me at (720) 398-0297 or via e-mail at kevin.ferryn_ arvadafire.com if you should have any questions or need further information. Sincerely, k _ a' ".`. Kevin Ferry Fire Marshal From: Rob Smetana To: Zackary Wallace Cc: Jacob Nitchals Subject: Re: Wheat Ridge Referral - Case No. WZ-17-11 Date: Wednesday, January 10, 2018 11:51:57 AM Attachments: OuaiI Run Rezoning Wheat Ridae Letter.odf Zack, The City of Arvada has only one specific comment regarding the proposed development from engineering: The current proposal calls for the storm drainage from this site to outlet into the existing 20 foot drainage easement located in the Skyline Estates development and be conveyed in a storm sewer pipe south down to the existing detention pond at the southwest corner of the development. Note that the existing drainage study for Skyline Estates shows the offsite historic flow from the 5352 Quail property being collected by this easement. The developer needs to confirm where the developed flows would go during a major event or look at piping the 100 year event down to the existing pond. Coordination with the effected property owners along this easement is required. However, we have also received the attached letter from residents located primarily within the Skyline Estates neighborhood. Let me know if you have any questions. Thanks. Rob Smetana, AICP Manager of City Planning and Development 720.898.7440 vl, Zackary Wallace wrote: The Wheat Ridge Community Development Department has received request for approval of a zone change from Agricultural One (A 1) to annea Residential Development (W3o) with an outline Development at5392,972, and a Damen ef5352 Qua see (Case No.WL may access and download the application materials at Comments are due by Wednesday, January 10, 2018 no response from you will constitute having no core pions or concerns Feel free to be In touch with any additional questions. Thank you Zack Wallace Mendez Planner 11 Lw 29th Avenue Me at PJas Co are do 80033 Office Phone 303235-2852 Fax 303231280.5 excess oshoestrings mus ,�I VY City of y e tp,i� et LITY NOUCE dovev a Motreard Ito rnarewelnd YIttzovaued orryords use cathe tvemy If� �aaThamao.8.id.oa::+sa,am aa�art rrt@�s�.w.re::+fi o sawrd.=�wrt..w+m.�wek m.woe wersecasurstersswer al Pfa ee none yw w4nealAtl0fe software to New the asc Acatlw suCmltlela The West version eyesores December 18, 2017 Rita McConnell Community Development City of Arvada 8101 Ralston Road Arvada, CO 80002 RE: Proposed Quail Run Rezoning and Residential Development in Wheat Ridge, CO Dear Ms. McConnell: As residents of Arvada, we are writing this letter to request assistance from the City of Arvada in mediating our concerns with the proposed rezoning and development of the parcel located southwest of 54th Avenue and Parfet Street in Wheat Ridge, Colorado. We understand this development is named "Quail Run" and is proposed to contain both single family homes and town homes, with town homes proposed along the south side of 54th Avenue. This street is also the boundary between the City of Arvada and the City of Wheat Ridge. Our primary concern with the proposed development is the addition of up to sixteen (16) townhomes along 54th Avenue, which would face existing single-family homes of the Skyline Estates Subdivision in Arvada. We believe construction of townhomes along this frontage would be inconsistent with the existing character and feel of the adjacent single-family subdivision. In addition, we are concerned that the proposed on -street parking to support multi -family homes would add unnecessary glare in the summer months, shadow casting freezing in the winter months and congestion to 54th Avenue, which currently does not support on -street parking and is better suited to bike lanes as currently exist east of Parfet Street. We strongly oppose the development of multifamily homes in Quail Run and respectfully request the City of Arvada's assistance in mediating this matter with the City of Wheat Ridge. We are requesting that the City of Wheat Ridge only approve rezoning of this parcel for single family development. Alternatively, if the City of Wheat Ridge allows multifamily homes within this development, we request that only single family homes be allowed along 54th Avenue in lieu of townhomes. These would act as a buffer and allow the transition to townhomes to occur south of future 53 d Court. Requiring single family homes along 54th Avenue would also be more consistent with the character of the existing adjacent Skyline Subdivision, have reduced glare by eliminating on -street parking, reduce shadow casting freezing and reduce traffic congestion. This approach would also allow for continuation of the bike lanes and a more bike friendly neighborhood, similar to 54th Avenue east of Parfet Street. We thank you in advance for considering our concerns and look forward to discussing this with your office. Please direct correspondence to our neighborhood representative, Dennis Peter, at (303) 916- 5965 or dpeter@martinmartin.com. Sincerely, QUAIL RUN REZONING AND RESIDENTIAL DEVELOPMENT December 18, 2017 Print Name Print Address SigaOure M Wo WIN"Yoo.- f"', ffl MOM M I�._ EICM., �. �i0�1, A , � iL'Jl l FvoKA ral 0" WoRl " - I MM ®-=�1. fit•. _� _�. W�WAVE DOA / 1%,%AE, - tom '' ���' •' � �� ♦SAI City Of ridge WheatR PUBLIC WORKS Memorandum TO: Zack Wallace Mendez, Planner II FROM: Jordan Jefferies, P.E. DATE: January 9, 2018 SUBJECT: WZ-17-11 / Clark—Quail Run I have completed my first review of the proposed residential development at 5372— 5392 Quail Street received on December 22, 2017 and I have the following comments: PLANNING & ZONING Outline Development Plan: Sheet 1 (Cover Sheetl: 1. GENERAL COMMENT: Why all the different fonts? PW suggests selecting a single font and use it throughout for continuity. 2. In the Legal Description, add a space in the located indicated on the redlined Plan. 3. Below the Legal Description, please include a Basis of Bearings Statement. Sheet 2 (Preliminary Site Planl: 1. Please include on this sheet the Quail Street Section C -C in the location shown. Be sure to clearly indicate the City boundary and ROW line(s). 2. In the Alley Section B -B, please remove the "R.O.W." as this will be a private alley rather than public ROW. 3. Conceptual sanitary sewer layout and water distribution network need to be provided. 4. Be advised that the Pierson Court ROW (across the current Lubker parcel) shall be dedicated with the subdivision plat and needs to be shown on this plan. 5. Also note that all stormwater WQ/detention facilities shall completely lie OUTSIDE of public ROW, so the geometry of the detention pond will be changing. Sheet 3 (Grading Plain: 1. Note that a maintenance access shall be provided to the detention basin. The access drive should accommodate a skid steer or similar vehicle at a mirumum. Reconfiguration of the detention basin may be required to allow for access. 2. Public Works recommends a maximum of 4:1 slope for detention basin sidewalls. City Code requires the pond walls above the 5 -year WSEL to be 4:1 anyway (due to landscaping requirements), so it'll just make it easier to calculate volume with the UDFCD spreadsheet if the slopes are 4:1 throughout. Quail Run Review 1 LAta doc: Public Works Engineering January 9, 2018 Page 2 CIVIL ENGINEERING Drainage Letter: Page 1: 1. Should add a title (Preliminary Drainage Letter). 2. Specify how this design adheres to the 4 -Step Process as stated in the 1" paragraph. 3. The following pertain the to the 2nd paragraph: a. It is stated that the EDB is the "primary structure onsite". Please correct this as the proposed EDB does NOT lie within the subject property. b. Percolation info is not typically required for EDB designs. 4. The 3`d paragraph needs some grammatical changes — please refer to the redlined Letter. 5. The last paragraph references the Joel and Dawn Lubker property. Please include a brief description of where this property lies with respect to the subject property. Page 2: 1. The following comments pertain to the fourth paragraph: a. The first sentence needs a couple typos and grammar fixes. b. Regarding the discharge from the 12" pipe to the offsite channel, since the offsite channel and associated easement lie outside of Wheat Ridge and within the City of Arvada, the design shall require approval by both Arvada and Wheat Ridge. Please include a statement in this letter that the City of Arvada has been contacted and they have given preliminary approval for this drainage design proposal, and that their written approval letter is attached to this Drainage Letter. Also include a statement that approval from the affected landowners will be obtained prior to final approval of the drainage design by Wheat Ridge. c. The last sentence of this paragraph needs additional language stating that an agreement must be reached with affected landowners affected by "the manhole structure, or any other modifications needed for the channel." 2. In paragraph 5, include a statement that all slopes will adhere to the City's maximum of 4:1 for all landscaped areas (including grass swales). 3. It is stated at the bottom of the page that a Grading Plan is included with the ODP plans. Since the ODP is a planning document it is not the best place for grading plans. Include the grading plan in the back of this Letter and not in the zoning (ODP) document. Page 4: 1. Public Works recommends a maximum of 4:1 allowable slope for detention basin sidewalls. The City Code requires the pond walls above the 5 -year WSEL to be at 4:1 anyway (due to landscaping requirements), so it'll just make it easier to calculate volume with the UDFCD spreadsheet if the slopes are 4:1 throughout. 2. Detailed calculations are appreciated, but not required for the ODP submittal. A cursory review of calculations was performed, but please be advised that a thorough Quail Run Review 1 Lettecdoex Public Works Engineering January 9, 2018 Page 3 review was not performed for this submittal. A more detailed review will be performed on subsequent (Final Drainage Report) submittals. Page 6: 1. The routed hydrograph table indicates a 100 -year ponding depth of 5.2511; however, a total detention depth of 511 is indicated on Page 4. This is not acceptable. UDFCD requires 1-11 of freeboard for the 100 -yr storm. Traffic Generation Report: Page 3: 1. Update trip generation numbers to reflect information in the 10"' Edition of the ITE Trip Generation Manual (September 2017). Remove reference to the 9t' Edition and list the 10"' Edition as areference. Page 4: 1. Revise "High -Rise Residential Condominium" and "Low -Rise Residential Condominium Townhomes" to "Multifamily Housing (Low-rise)" land use type that is provided in the 10"' Edition of the ITE Trip Generation Manual. 2. Update average rates and trip distributions as provided in the 10"' Edition. 3. Provide updated daily, AM, & PM trips based on the 10th Edition rates. 1. CDPS Permit & Stormwater Management Plan: This site in general is greater than one acre in size and the area of disturbance will meet or exceed one (1) acre, so a Stormwater Management Plan (SWMP) associated with the required State CDPS Permit shall be submitted to the City of Wheat Ridge for review and approval. The SWMP must be approved by the City prior to issuance of any Demolition, Grading, ROW Construction, or Building Permits. The CDPS Permit is generally obtained from the Colorado Department of Public Health and Environment by the contractor at time of Building Permit Application. A copy of the CDPS must accompany the final submittal of the SWMP. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information). It is highly recommended that the SWMP be submitted as soon as possible to avoid delays in the issuance of required Permits. 2. Subdivision Improvement Agreement: Prior to the issuance of any Building or Right -of -Way Construction Permits or the commencement of any construction activities, a Subdivision Improvement Agreement (SIA) shall be executed by the project owner/developer. The project owner/developer will need to contact the Dept. of Community Development at 303.235.2846 to obtain a copy of the SIA. Please note that an approved engineer's itemized cost estimate for the public improvements will be included in the SIA (refer to Other Requirement #2 Quail Run Review 1 Lettecdoex Public Works Engineering January 9, 2018 Page 4 below). SIAs are recorded at the Jefferson County Clerk & Recorder's Office with the Final Plat. 3. Public Improvements Cost Estimate & Guarantee: Upon acceptance of the Itemized Engineer's Cost Estimate, an Irrevocable Letter of Credit (ILOC) in the amount of reflecting the total amount of the approved cost estimate plus 25% (125% of the total estimate) shall be submitted by the owner/developer for review and approval at the time of SIA submittal. The total amount required for the Irrevocable Letter of Credit is $XXX,XXX.The ILOC shall remain in force for the entire duration of the project, and the City reserves the right to request the ILOC be renewed if deemed necessary. A photocopy of both the itemized cost estimate and ILOC will be attached to the SIA and recorded at the county. 4. 2 -Year Warranty Period and Guarantee for Public Improvements Upon completion of all public improvements and Final Acceptance has been granted by the City Inspector, the original Irrevocable Letter of Credit shall be surrendered. At that time a 2 -year warranty period for the completed and approved public improvements shall commence. If at any time during said 2 -year Warranty Period the City Inspector deems that the constructed public improvements are in such condition as to require repairs or replacement, the Developer shall complete such work upon request. Upon commencement of the 2 -year Warranty Period, a 2nd Letter of Credit in the amount of 25% of the original itemized engineer's cost estimate shall be submitted to the City of Wheat Ridge and be dated as to expire on the 2 -year anniversary of the Warranty Period commencement date. The City shall retain said Letter of Credit for the entire 2 -year Warranty Period. Upon completion of the 2 -year Warranty Period, the 2nd Letter of Credit shall be surrendered by the City of Wheat Ridge. 5. Right -of -Way Construction Permit(s)/Licensing: a. ROW Permits. Prior to any construction within the public right-of-way (ROW), the necessary Right -of -Way Construction Permit(s) and respective licensing will need to be submitted for processing by the City. Right -of -Way Construction Permits are issued by the City only after approval of all required technical documents, including but not limited to, the Final Drainage Report & Plan, Final Plat, Final Development Plan, Traffic Impact Study, Storm Sewer Plans, Street Construction Plans, Grading & Erosion Control Plan, Traffic Control Plan, and easement or ROW dedications b. Licensing. All work within the public Right -of -Way shall only be performed by a municipally -licensed contractor. 6. Pre -Construction Meeting: Prior to commencement of any construction activities the contractor shall schedule a pre -construction meeting with the city of Wheat Ridge public works at 303.23 5.286 1. The contractor shall be responsible for contacting all applicable utility districts for this meeting. 7. Drainage Certification/ As -Built Plans/ SMA and O & M Plan: Quail Run Review 1 Lettecdoex Public Works Engineering January 9, 2018 Page 5 Please note the following items required prior to the issuance of the first Certificate of Occupancv for the subdivision: a. Drainage Certification: Upon completion of the drainage improvements, the Engineer -of -Record shall provide to the City of Wheat Ridge a written, signed and sealed Drainage Certification Letter (DCL) stating that the overall site grading was completed per the approved Grading and Drainage Plans, all drainage facilities were constructed per the approved construction plans and shall function as defined in the approved Final Drainage Report/Plan, and that the site has been accurately surveyed to confirm that the grading and construction of all drainage facilities was completed in accordance with these documents. The DCL shall be submitted to the City for review and approval, and shall be accompanied with As -Built Plans on the Current City Datum for all constructed drainage facilities prior to issuance of the first Certificate of Occupancy. b. As -Built Plans: The following items shall be included in the As -Built Plan prior to City acceptance: i. Storm Sewer (this info referenced in DCL) 1. Detention/WQ pond volume (sufficient spot elevations for engineer to calculate the volume). 2. Detention/WQ pond Outlet Structure elevations. 3. Manholes, rim and invert elevations. 4. Drop Inlets, grate and invert elevations Lighting (within Public ROW only) 1. Streetlight locations. 2. Pedestrian light locations. 3. Pull Box locations. 4. Electric meter location(s) Three (3) copies of the "As -Built" Plans are to be submitted as follows: i. One (1) hardcopy is to be signed & sealed on 24" X 36" bond paper, and ii. Two (2) electronic files are to be delivered on DVD/CD-ROM as follows: 1. One (1) file in AutoCAD 2015 DWG or older format, AND 2. One (1) file in PDF format (of the signed & sealed sheets). 8. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD@ DWG format, ROW maps, and City -based coordinate and land surveying information (i.e., Current City Datum), is all available on the Public Works, Development Review page of the City of Wheat Ridge website at: www.ci.wheatridee.co.us Quail Run Review 1 Lettecdoex E OWNER'S CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. [Insert name of owner(s) or agent(s) who will sign] State of Colorado ) ) SS County of Jefferson ) The foregoing instrument was acknowledged before me this day of , A.D. 20 by Witness my hand and official seal. My commission expires: Notary Public SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. ALLOWED USES: 1.INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE FAMILY DETACHED AND QUAD MULTI -FAMILY RESIDENTIAL USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2.USES: 2.1.ALLOWED USES 2.1.1.ONE-FAMILY USE TABLE DWELLING 2.1.2.MULT1-FAMILY DWELLING 2.1.3.OPEN USE SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. QUAIL RUN RESIDENTIAL DEVELOPMENT OUTLINE DEVELOPMENT PLAN NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO General Comment: Why all the different fonts? PW suggests selecting a single font and use it throughout for continuity. INDEX OF SHEETS 1. COVER SHEET 2. PRELIMINARY SITE PLAN 3. PRELIMINARY GRADING PLAN VICINITY MAP (NO SCALE) LAND USE TABLE USE ACRES DU DU/ ACRE 010 ACRE RESIDENTIAL AREA 3.62 62% OPEN SPACE/ DETENTION 0.91 16% SUBTOTAL OF RESIDENTIAL AREA 4.53 56 12.36 77% TOTAL RIGHT-OF-WAY 1.32 23% TOTALS 5.85 56 9.57 100% CHARACTER OF NEIGHBORHOOD THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILITIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN Adc CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS INCLUDING TWO-STORY HOMES WITH TWO -CAR GARAGES. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE WITH A MEANDERING PATHWAY TO ALLOW RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA AND CREATE COMMUNITY SYNERGY. MATERIALS WILL CONSIST OF PREFINISHED MASONITE LAP SIDING WITH ARCHITECTURALLY CORRECT GABLE VENTS, CORBELS, LENTILS, AND OTHER TRIM DETAILS. COLORS SHALL BE SELECTED FROM PALETTE OF EARTH TONES. COLOR PALETTES WILL BE PREDETERMINED TO AFFIRM A CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 1,200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO EXISTING BUS ROUTES, AND LITE RAIL ON RIDGE ROAD AND OFF-STREET PARKING SPACES. THE DEVELOPMENT WILL PROVIDE ON -STREET PARKING THROUGHOUT ON 53RD COURT, PIERSON COURT, 53RD PLACE AND QUAIL STREET. ODP NOTE: THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. PHASING: THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # QUAIL RUN PROPERTY LEGAL DESCRIPTION CITY CERTIFICATION Approved this day of by the Wheat Ridge City Council. ATTEST City Clerk Mayor ROJECT LOCATION Community Development Director A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A, SKYLINE ESTATES FILING NO. 2 ; THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISI DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST i14 AC H SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF ION 16; THENCE N0001 7'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 105.86 FEET; THENCE N00018'21 "W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 316.39 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EAST LINE OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00015'01"W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 254,952 SQUARE FEET OR 5.853 ACRES, MORE OR LESS. DEVELOPMENT STANDARDS: 1. MAXIMUM HEIGHT: 35 FEET 2. MINIMUM LOT AREA: 3,806 SQUARE FEET Provide a Basis of Bearings Statement below the Legal 3. MINIMUM LOT WIDTH: 50 FEET 4. SETBACKS: 4.1. MINIMUM FRONT YARD SETBACK: TEN(10)FEET 4.2. MINIMUM SIDE YARD SETBACK: FIVE (5) FEET 4.3. MINIMUM REAR YARD SETBACK: TEN (10) FEET PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) SS County of Jefferson ) hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at Golden, Colorado, at o'clock M. on the day of A.D., in Book , Page , Reception No. JEFFERSON COUNTY CLERK AND RECORDER Deputy PROJECT INFORMATION: OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAIL.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM 5. MAXIMUM DRIVEWAY WIDTH: TWELVE (12) FEET CONTACT: SORIN JUSTER, P.E., P.T.O.E. 6. NET DENSITY: 13.10 DWELLINGS PER ACRE 7. GROSS DENSITY: 9.58 DWELLINGS PER ACRE 8. MINIMUM BUILDING SEPARATION: TEN (10) FEET 9. PARKING: ALL PARKING SHALL BE IN CONFORMANCE WITH SECTION 26-501 OFF-STREET PARKING REQUIREMENTS OF CITY OF WHEAT RIDGE CODE OF LAWS. 10. LANDSCAPING: ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 11. STREET TREES: STREET TREES SHALL BE PLACED EVERY 30' WITHIN THE LANSCAPE BUFFER. THE MINIMUM CALIPER DIAMETER FOR STREET TREES SHALL NO LESS THAN 2.5" 12. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 13. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH SECTION 26-709 SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS: 13.1 RESIDENTIAL SUBDIVISION SIGNS: MAXIMUM SIGN AREA 36 S.F. 14. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 15. EXISTING ZONING: A-1. 16. PROPOSED ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD). 17. THE PROPOSED DEVELOPMENT LIES OUTSIDE OF THE 100 -YR FLOOD PLAIN. 18. ARCHITECTURAL, SITE, AND STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE ARCHITECTURAL AND SITE DESIGN MANUAL (ASDM) AND CITY OF WHEAT RIDGE STREETSCAPE DESIGN MANUAL. PUBLIC MRKS DATE 12/22/2017 RECEIVED 1st Submittal JNCC 'ILITY NOTIFICATION NTER OF COLORADC 800.922.1987 www.uncc.org Knowwnars below. 0811 before you dig. CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. JUSTER CIVIL 'EI` GINEERINC.- 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet 1 OF3 r - E Q I I a ti 0 00 0 N L N E a) U N (0 LL PUD -R A PUD -1 QUAIL RUN RESIDENTIAL DEVELOPMENT OUTLINE DEVELOPMENT PLAN NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., 54TH AVENUE CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO N89 °37'16"3E 471.14' -- -- -- -- -- -- -- -- -- -- -- -- -- -- -- 103.33' 1 103.33' 51.67' 51.67' 51.67' 51.67' 57.80' ----------, 9300 SF CD Q11 L ----------J 103.33' ' 90.00' w Q9 iI I I W ''o 19300 SF co CD U) „ I J I L - - - - - J 90.00' 0 CD 9300 SF CD I I o •' i I ` 8 I Q I 1 90.00' { i ----- :'• i Q7 f lease include on this sheet the ' 1 luail Street Section C -C in the 9300 SF �o I I o )cation shown. Be sure to [early indicate the City'00 oundary and ROW line(s). 00 %I L - - - - - J ` 90.00' :r•:: r----7 r----� r-----� r----� r----� r-------- -, I 12 I I 11 I I 10 I I $ I I _ I I_ I I I 1 3806 SF I I I 9300 SF 14650 SF 14650 SF 18 4592 SF I I si I I I I t o 6376 SF I �I Q1 iI I I I I J o�J I I �I L=44.02' �l I T;� ' L 103.33'_ 7' 51. 51.67' 35.37' <=6� . f \ 10 53RD COURT zo i 90.00' 6. 3' •" '' O I I rn 90.00 ' r-----� r -------I 63.19' I �N1 N' 5554 SF; 'co I Q6 Q3 I L=11.34' 9300 SF I 19300 SF I L-- 75-09r" --- I I I 0 of U o 1 4299 SF I pol I LO I Lo �• I 90.00' 90.00' O -J e• L---gS��.- �/ s ----- WCD I OI Ico I Q2 I fi oI I 4297 SF I of 0 :. LO �I I I I co I I co 19300 SF I L-- -8 91z co I 9300 SF I I I CD_ ----- Q5 I 1 8 SF I :~ I 4295 SF CD of S II I I j L -----J L------ I y I 90.00' 90.00' L - ic,-9787 II I I I OI o IQ4 Q1 4293 SF15L" LO 1o'I I co I co I I _ 8T8T__J I 9300 SF I o 9300 SFCD I r - - - - - - -, I I r I I :.o I OI o, I I I I 4291 SF I of I I I I � I I LI I I I °s'''�• I I L --_--J L------ �' i' 31 0038' x L_- ,__J 90.00' 26. 90.00' , . O F f:.�. • s : r : ' w•' • t '•. t • : ••• : •J: w' •. ` ' +� •.' I • , : - - - - - - - ..• ' •• II I I 1Y •. CD �I I o 4289 SF t . LO I I LO 53RD PLACE _ 85.76' - - - - - - S89° 34' 257 316.39' - - - - - - - - 1 4.37' CT 4 Conceptual sanitary sewer layout and water distribution network need to be provided. CT 1 TRACT Be advised that the Pierson Court ROW shall be dedicated with the subdivision plat, and needs to be indicated on this plan. / I I 8 8 F o I DETENTION POND V I I y ' I Also note that all stormwater WQ/detention facilities shall , /! completely lie OUTSIDE of ' public ROW, so the geometry of the detention pond will be I I changing. GENERALNOTES 1. TRACT 1 SHALL BE FOR DRAINAGE, GREEN PUBLIC SPACE, ADDITIONAL WATER QUALITY TREATMENT, UTILITY EASEMENT (26' WIDE) AND DRAINAGE EASEMENT AND WILL BE MAINTAINED BY THE HOA. TRACT 1 MAY ALSO BE USED FOR OTHER DEVELOPMENT AMENITIES SUCH AS COMMUNITY GARDENS OR OTHER SUCH USES AT THE HOA'S DISCRETION. 2. TRACT 2 SHALL BE FOR DETENTION POND AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 2 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA BURIED PIPE AND DRAINAGE APPURTENANCES. STORMWATER FLOWS CONVEYED FROM TRACT 2 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 3. TRACT 3 SHALL BE FOR DRAINAGE AND OPEN SPACE AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 3 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA SHEET FLOW PER CURRENT DRAINAGE PATTERN. STORMWATER FLOWS CONVEYED FROM TRACT 3 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 4. TRACT 4 SHALL BE FOR 36' WIDE ALLEY. 53' R.O.W. rL 2' UTILITY 5' MIN. 2.5' 1 6' 11' 11' 6' 2.5' 1 5' MIN. SIGNAGE ZONE SIDEWALK PARKING LANE LANE PARKING SIDEWALK 2' UTILITY SIGNAGE ZONE 1 2% I I 2% 1 I� 26' FIRE CLEAR ZONE �I ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING P U D- R NOT TO SCALE Please remove the "R.O.W." as this will be a private alley rather than public ROW. rL 36 .O.W. 26' 2% 2% f� 26' FIRE CLEAR ZONE ALLEY SECTION B -B q� / I / Y .24' _ 10 6' _ S89° 34'25"W 105.86' / V I I I VI I I I I TRACT I ' 0IO� I N N I I I 223 SF 1 �I Ott" S89° 55' 36"W 7.82' NOT TO SCALE JNC( 'ILITY NOTIFICAT NTER OF COLOR/ 800.922.1987 www.uncc.org LEGEND PROPERTY LINE - - EASEMENT ------ SECTION LINE CENTER LINE - SETBACK LINE - - - - - - PARKING LINE CURB & GUTTER ASPHALT PAVEMENT O CONCRETE SIDEWALK TRACT LAND (OPEN SPACE) DESCRIPTIONS DRIVE 40 20 0 40 40 SCALE: 1 " = 40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET Know what's below. Call before you dig. I CALLS 11 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Checked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2of3 r - E 00 Cn 00 r 0 N L a) E a� U N ca QUAIL RUN RESIDENTIAL DEVELOPMENT OUTLINE DEVELOPMENT PLAN LEGEND PROPERTY NORTHWEST QUARTER OF SECTION 16, EASSEMENTLINE --__-- TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.SECTION LINE, CENTERLINE — CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SETBACK LINE ------ PARKING LINE CURB & GUTTER EXISTING CONTOUR JNCC TILITY NOTIFICATIO ENTER OF COLORAC 800.922.1987 www.uncc.org PROPOSED CONTOUR 40 20 0 40 40 SCALE: 1 " = 40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET Know what's below. 0811 before you dig. CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CI'V'IL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO -.41111 Checked By: Drawn By: Dwg File: Sheet Title Grading Plan Sheet 3of3 NW CORNER SECTION 16 #6 REBAR WITH 3.25" BRASS CAP LS 13212 CONFORMS WITH MONUMENT RECORD 7/6/06 SB9'41'45"W 2662.10' NW 1/4 OF T3S, R69W, �IM ro M '0I N w 6 �I in r N89'37'16"E 2660.54' — ti W 1/4 SECTION 16 #6 REBAR WITH 3.25" BRASS CAP LS 13212 CONFORMS WITH MONUMENT RECORD 4/26/05 4 NORTH SCALE: 1" = 200' 0 50 200 400 SECTION 16 6TH P.M. W. 54TH A VE. N 1/4 SECTION 16---' 20.00' WITNESS CORNER #6 REBAR WITH 3.25" ALUMINUM CAP LS 19003 CONFORMS WITH MONUMENT RECORD 3/20/03 It appears that the intent is to create a "Parcel 3" by subdividing a portion of the Lubker property. Be advised that by the Wheat Ridge Municipal Code of Laws a SUBDIVISION PLAT shall be required to create Parcel 3 (being a portion of the current Lubker parcel). You cannot simply plat this as "a portion" of 2010101910 - that would constitute an illeeal subdivision. BASIS OF IEARINGS N89'32'47"E 5319.05 110 n N LO w 0 PO T_ o 117 S 1/4 SECTION 16 #6 REBAR WITH 3.25" BRASS CAP LS 13212 CONFORMS WITH MONUMENT RECORD 10/31/11 PARCEL DESCRIPTIONS PARCEL 1: (PER DEED RECORDED 10/30/02 AT RECEPTION NO. F1597193) NORTH 350 FEET OF THE WEST 14 ACRES OF THE SE 1A OF THE NW 34 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., TOGETHER WITH ALL WATER RIGHTS, DITCH AND DITCH RIGHTS, ERESERVOIR AND RESERVOIR RIGHTS APPURTENANT THERETO, INCLUDING 1-1/4 INCHES OF WATER FROM THE WANAMAKER DITCH, AND TOGETHER WITH THE RIGHT TO USE A ROADWAY A STRIP OF LAND 15 FEET WIDE (EXCLUSIVE OF DITCHES) ALONG THE WEST SIDE OF THE SE X OF THE NW X AND THAT PART OF THE NORTHEAST 34 OF THE SOUTHWEST X NORTH OF RIDGE ROAD, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 2: (PER DEED RECORDED 6/7/90 AT RECEPTION NO. 90047858) THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 15, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., EXCEPT THE NORTH 350 FEET AND THE SOUTH 100 (160) FEET THEREOF, TOGETHER WITH AN EASEMENT FOR ROADWAY 15 FEET WIDE, EXCLUSIVE OF DITCHES OVER AND ACROSS THE WEST 15 FEET OF THE SOUTHEAST 1/4 NORTHWEST 1/4 EXTENDING SOUTHWARD TO THE RIDGE ROAD FOR INGRESS AND EGRESS TO THE PROPERTY HEREIN CONVEYED FOR ALL PURPOSES, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 3: (PART OF DEED RECORDED 11/15/10 AT RECEPTION NO. 2010101910) PART OF THE SOUTH 160 FEET OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO, EXCEPT THE WEST 40 FEET THEREOF. SURVEYOR'S DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING PART OF THE PROPERTY DESCRIBED IN DEED RECORDED NOVEMBER 15, 2010 AT RECEPTION NO. 2010101910, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PROPERTY AT RECEPTION NO. 2010101910; THENCE S893425'W ALONG THE SOUTH LINE OF SAID PROPERTY AT RECEPTION NO. 2010101910 A DISTANCE OF 105.86 FEET; THENCE N00'18'21'W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF SAID PROPERTY; THENCE N89'34'25'E ALONG SAID NORTH LINE A DISTANCE OF 106.01 FEET TO A POINT ON THE EAST LINE OF SAID PROPERTY; THENCE S00'15'01'E ALONG SAID EAST LINE A DISTANCE OF 160.00 FEET TO THE POINT OF BEGINNING; COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 4: (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY REPORT NO. F0598553-122-VOO, DATED 12/5/17) A STRIP OF LAND LYING BETWEEN THE WEST 14 ACRES AND THE EAST 26 ACRES OF THE SE1/4 NW1/4 , EXCEPT THE SOUTH 381.4 FEET, SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE STH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO. Mot A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89'37'16"E ALONG THE EAST—WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A. SKYLINE ESTATES FILING NO. 2 ; THENCE S00'12'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE 589'55'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISIONA DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N00'17'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE 589'34'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 105.86 FEET; THENCE N00'18'21"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S893425"W ALONG SAID NORTH LINE A DISTANCE OF 316.39 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00'15'01"W ALONG SAID EAST LINE OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE 589.37.16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH—SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00'15'01"W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 254,952 SQUARE FEET OR 5.853 ACRES, MORE OR LESS. NOTES: 1. FIDELITY NATIONAL TITLE INSURANCE COMPANY DOCUMENTS, PARCEL 1: 598—FO590635-122—V00, AMENDMENT NO. 1 DATED NOVEMBER 30, 2017; PARCEL 2: 598—FO590630-122—V00, AMENDMENT NO. 1 , DATED NOVEMBER 30, 2017; PARCEL 3: 598—FO599053-122—V00, DATED DECEMBER 12, 2017; PARCEL 4: TITLE REPORT NO. F0598553 -122—V00, DATED DECEMBER 5, 2017, WERE ENTIRELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS—OF—WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS SURVEY. 2. BASIS OF BEARINGS: N89'32'47"E, ALONG THE EAST—WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. 3. BENCHMARK: NGS "Q 165 PID: KK0639, ELEVATION = 5403.59' (NAVD 88 DATUM). 4. LINEAL UNITS USED ARE U.S. SURVEY FEET. 5. THE CLIENT DID NOT REQUEST THAT RECORDED RIGHTS—OF—WAY, EASEMENTS AND ENCUMBRANCES BE RESEARCHED AND THEY ARE NOT SHOWN ON THIS SURVEY AND ARE NOT A PART OF THE SURVEYOR'S STATEMENT SHOWN HEREON. 6. UTILITY LOCATIONS AND PIPE SIZES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE FROM UTILITY COMPANIES AND MUNICIPALITIES, AND THIS OFFICE CAN NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. UNDERGROUND UTILITY CONNECTIONS FOR WHICH THERE ARE NO PUBLIC RECORDS READILY AVAILABLE ARE NOT SHOWN. FOR SPECIFIC LOCATIONS DURING CONSTRUCTION CALL THE UTILITY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987. 7. PROPERTY IS LOCATED IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER FLOOD INSURANCE RATE MAP FOR JEFFERSON COUNTY, COLORADO AND INCORPORATED AREAS, MAP NUMBER 08059CO211F, REVISED FEBRUARY 5, 2014. 8. ALL RIGHT—OF—WAY AND LOT AND BLOCK INFORMATION FOR NEIGHBORING PLATTED PROPERTIES WAS TAKEN FROM THE FOLLOWING: QUAIL RIDGE ESTATES RESIBDIVISION, RECORDED AT RECEPTION NO. 201 509 861 8, 9/16/15, SKYLINE ESTATES FILING NO. 1, RECORDED AT RECEPTION NO. F0988769, 12/9/99, SKYLINE ESTATES FILING NO. 2, RECORDED AT RECEPTION NO. F1816752, 7/25/03, AND SKYLINE ESTATES FILING NO. 2, FIRST AMENDMENT, RECORDED AT RECEPTION NO. 2006123537, 10/12/06. 9. THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF PERSONS NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON. 10. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE SURVEYOR'S STATEMENT SHOWN HEREON. SURVEYOR'S STATEMENT I, JOHN P. EHRHART, A DULY REGISTERED LAND SURVEYOR, LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF EHRHART LAND SURVEYING, LLC, TO SUMMER CLARK THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED BY ME OR UNDER MY DIRECT SUPERVISION, RESPONSIBILITY AND CHECKING ON OR AROUND NOVEMBER, 2017; THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38-51-106 "LAND SURVEY PLAT". JOHN P. EHRHART ' 29414 COLORADO P.L.S. #29414 s EHRHART LAND SURVEYING, LLC ,�•, E 1/4 SECTION 16--."P.O. BOX 930, ERIE, COLORADO 80516 3„Ngy1L L�p`�yo #6 REBAR WITH 3.25" PHONE: (303) 828-3340 �oivamum";00 ALUMINUM CAP LS 23524 CONFORMS WITH MONUMENT RECORD 3/27/06 CITY OF WHEAT RIDGE PUBLIC WORKS DATE 12/22/2017 RECEIVED 12/22/2017 1st Submittal DETAIL 1 cn W x� I / r o \0 VIII / _ z w w IIII� I/ z 10 I Illlx/ x�i x / R/ 0 1 1 1 1 1 #4 REBAR 1 WITH COLLAR ILLEGIBLE CE=5454.2' E=5442.8'(S) s I I I I I I I I I �O I ^WCnS 1 oC m may I o I Cn I � I I I I I I I CE=5452.0' 1 IE=5541.2'(N) " 5 6" PVC I E= 5479.8' I o \ x N r p x o m U LU D_' x z z W x W rn w O x U (_ I- CY) W \ N \ W 01* N N W M 00 _L11 0 N n N U W W 0� z LO 1 24" BOX / IE=5479.8' 1 uaax.-1 W. 54TH AVE. RIGHT OF WAY VARIES NW 1/16 CORNER OF SECTIION'16 SET #6 REBAR WITH 2,Sx'ALUMINUM CAP LS 29414 x—x—x—x-I—X—x—x—x—x—xN _.a / 6" PVC x i IE=5479.3 _x_ —x—x—xx x / TREES TREES �_- qI/ 40.00',-' NO'15'01"W/—� S89'37'160W 19.63' x SEE DETAIL 1 k� X x TRACT Q SKYLINE ESTATES FILING NO. 1 �8 x— X X x— Y-�— X X X TREES TREES TREES ��� i —x—<x—x—x - -x—x—x— x—x DEED TO JEFFERSON COUNTY REC 572675, 4/6/54 What is this??? It appears that the intent is to create a "Parcel 3" by subdividing a portion of the Lubker property. Be advised that by the Wheat Ridge Municipal Code of Laws a SUBDIVISION PLAT shall be required to create Parcel 3 (being a portion of the current Lubker parcel). You cannot simply plat this as "a portion" of 2010101910 - thatwould constitute an illegal subdivision. 2 x X_ TREES #4 REBAR WITH YELLOW PLASTIC CAP LS 12438 TRACT A I I n N LOT 16 i LOT 15 x M x x / I x 1 I x I LOT 14 I / I,PARCEL 4 TREE fi x—x—r o z x—x—x- 34'25"E 106.01' 3 —105.86'—x— 1 LOT 13 x N I I/ NI 1 0I II / I 1 1 LOT 12 LOT 11 J DETAIL 2 I LOT 7 I 1 #5 REBAR WITH YELLOW PLASTIC CAP LS 19003 LOT 6 LOT 5 I SQ 0 1 LOT 4 1 # REBAR NO CAP 1 #5 REBAR WITH ORANGE PLASTIC CAP LS 36561 LOT 3 11 S89155'36"W 1 1 7.82' 60 I I 1 LOT 2 1 N 2 � � 3 :1z J � O Y t� w _ rz mQ (M) � W � � 2 ® DRAIN INLET ® FLARED END SECTION b (Inc FIRE HYDRANT 110' 1 36" CMP f- IE=5444.9' -- --- 1 LOT 1 IIII 1I II II I N +XH-FX— III _ZW I III LOT 2 U / 1 mQR // III W� En / J/ — 1 I I 36" CMP IE=5443.2' LOT 4 \ LOT 3 36" CMP IE=5441 1' LEGEMJ 0 FOUND MONUMENT AS DESCRIBED O SET #5 REBAR AND 1.25" YELLOW PLASTIC CAP, EHRHART LS 29414 SECTION CORNER (P) PLATTED DISTANCE (M) MEASURED DISTANCE X5107.3 SPOT ELEVATION © SEWER CLEANOUT ® DRAIN INLET ® FLARED END SECTION b CULVERT FIRE HYDRANT WATER VALVE OD STORM MANHOLE OS SANITARY MANHOLE © GAS METER ®W WATER METER ® WATER SPIGOT ELECTRIC METER ❑T TELEPHONE PEDESTAL -G- GAS LINE -W- WATER LINE -E- UNDERGROUND ELECTRIC LINE -OHE- OVERHEAD ELECTRIC LINE -S- SANITARY LINE -SD- STORM LINE — X— FENCE POWER POLE GUY ANCHOR �— DITCH SIGN ___CT_ 4 MAIL BOX OU UNKNOWN RISER/UTILITY ® BUILDING/WOOD DECKING 1 ��\ 36" CMP 3-18" RCP'S \ LOT 9 \ \�� IE=5442.4' — IE=5441.3'(CENTER) PAN GOES UNDERGROUND \ _c x� x —x-- — LOT 8 PAN GOES UNDERGROUND II 1 1 LOT 7 I #5 REBAR WITH YELLOW PLASTIC CAP LS 19003 4<,9 , 4 NORTH SCALE: 1" = 40' 0 20 40 80 City of Wh6atRiLdge CITY OF WHEAT RIDGE PUBLIC WORKS DATE 12/22/2017 RECEIVED 1212212017 1 st Submittal Traffic Generation Report City of Wheat Ridge Jefferson County, Colorado December 15, 2017 Prepared by Sorin Juster, P.E., P.T O.E. for: Quail Run Development �� .. Cp.O SORIN JUSTER `• 39493 12-1 -2017 JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 INTRODUCTION 1.1 Juster Civil Engineering (JCE) prepared this Traffic Generation Report for the proposed Quail Run Development located in the City of Wheat Ridge, Colorado. The report is a required submittal for the Outline Development Plan (ODP). The purpose of the study is to determine the traffic generated by the proposed development. Quail Run development will be located south- east of the corner of 54th Avenue and Quail Street, on approximately 5.85 acres of land. Development consists of twelve single, detached, residential family lots and eleven quad multi -family (townhomes) lots. A location map of the study area can be seen in Figure 1. Figure 2 shows the proposed site layout. 1.2 Executive Summary • Site generated trips for the proposed development were calculated using the following manual: Site generated trips — ITE Trip Generation Manual, 9th ition, 2012. • Variables used were: o Weekday AM Peak Hour djacent Street Traffic, One hour between 7-9 AM o Weekday PM Peak Hour for Adl t Street Traffic, One hour between 4-6 PM o Weekday Daily Trip Generation Update trip generation numbers to STUDY RESULTS reflect information in 10th Edition (September 2017). 2.1 A summary of the traffic generated by the proposed Quail Run development can be seen in Table 1. Total weekday AM Peak Hour for Adjacent Street Traffic, one hour between 7-9 AM is 38 trips. Total weekday PM Peak Hour for Adjacent Street Traffic, one hour between 4-6 PM is 46 trips. Total Weekday Daily Trip Generation is 298 trips. MultifamilyI 7 32 Housina (Low-rise) Update daily/AM/PM trips per the rates indicated in the 10th Edition of the ITE Trip Generation Manual. 9.44 50% Daily Trip Generation Av r e Daily Tri stribu o Total Daily Trips CodZge/Ot/ Land Us Size Units R Trips En Enter Exit 1 1 44 Dwelling Units 107 77 2101"" 1- 1 Single Family Detached sing 12 DwellingUnits 114 50% 50% 57 57 23% Total 298 164 134 eneration "Dataford i/QQD for Low Rise Residential Co o iniumTownhouseisnotavailable.HighRiseCondominiumsdailym 0.46 imilarusesubstitute 77°k AM Peak HourTrips 0.74 IT AMP AMP rnaI Internal Net Peak A 'stum TotalAM Trips Co / aget Land Size Units Ave. Trips Trip Rate Trips HourTrips E Enter Exit 1-11 44 Dwelling Units 29 0% 0 29 "", 7 22 210 1-11 Single Family Detachl Housing 12 Dwelling Units 9 0% 0 9 25% 75% 2 7 Total 38 38 9 0.56 63% 37% le PM Peak HourTrips 0.99 I E PM Pe Pe al Internal Net Peak PM Di ibuti n Total PM Trips C /age Lot Land Size Units Ave. Trips Trip Rate Trips HourTrips En E Enter Exit QD1-11 44 Dwelling Units 34 0% 0 34 210/AMM 1-11 Single Family Detached Housing 12 Dwelling Units 12 0% 0 12 63% 37% 8 4 Total 46 46 28 18 Update daily/AM/PM trips per the rates indicated in the 10th Edition of the ITE Trip Generation Manual. Figure 1— Site Vicinity Map _ r i d. tFY .,r •yt-aK iE kk� ir`. "k' a !" �t att G`E �' % ' iag' i� 4 ' "' e OF "js# MFtl its G� fi• ..r �, �� ` _ ¢� ta�� Wi r,•`�r �a�'eT.=`��ii "E. r .� r. at �+`"" r F n �, � i •. � rya � R' .e ip _ '� s � k� i J. RE _ AA . W t sn �, ^ a Mgt 22 aw q • ti �E + zzzzz r s w-_ N.Wr "" i�- t 1r ,e FIGURE 2 9300 SF I Q1 I L__—_J r ---I I as I 9300 SF I I L_—J r ---I I 0 I 9300 SF I I L__J 54TH AVENUE 53RD COURT -1 F 7 F F ( r iz ii io I I I I I 13806 SF I 0 1 4650 SF 1 4650 SF 1 4592 SF I I I I 6376 SF L—J L—J L �I I fi_ I a5 I a 9300 SF I I L_—J 53RD COURT F' -- 1(91 --I Q3I 9300 SF I I L__J F---1 I QZ I 9300 SF SF I L_—J I a1 I 9300 SF I I L—_J LJ � 5554OSFI L_,_J r-- ol 4299 SF I L_ _J 1 4297 SF I L— 2_J r-- (DI 1 4295 SF I L_„R_J F-- & 1 4293 SF I L—,,4—J r-- o� 1 4291 SF I L_�o_J 4289 SF I L__ —J JUSTER CIVIL ENGINEERING LLC December 15, 2017 Mr. David F. Brossman, PLS Development Review Engineer 7500 W. 29th Avenue Wheat Ridge, CO 80033 CITY OF WHEAT RIDGE PUBLIC WORKS DATE 12/22/2017 RECEIVED 12/22/2017 1st Submittal PRELIMINARY DRAINAGE LETTER Add a title Re: Preliminary Drainage Letter for Quail Ridge Development (54`lA design adheres to the Juster Civil Engineering LLC (JCE) Project No.: 1712001 4 -Step Process. Dear Mr. Brossman, This letter outlines our aLopeeed approach to the U_DFCD Four -Step Process and provide Detention,\for the proposed Quail Run Residential development near the intersection of 54`" Avenue and Quail Street. Percolation info typically isn't The proposed EDB required for EDB designs. does NOT lie within y Wheat Ridge Site Drainage Requirements indicates hat the project will be required the subject property. en or the Water Quality Capture Volume (WQCV), Ex ss Urban Run-off Volume (ERV) and 100 -year det tion. For preliminary planning purposes, the pr liminary design includes an Extended Detention Basi EDB) and will be designed to provide Full Spe rum Detention. The EDB will be the primary structur sl meeting water quality and quantity re uirements. As a Full Spectrum Detention facility, the EDB will provide detention facilities sized to provid t100 -year detention volume, WQCV volume and ERV volume. The calculations for the preliminary desi have utilized suggested methods outlined in the Urban Drainage and Flood Control District (UDFC ) Manual for sizing the ponds. The Soils, based on the Web Soil Survey are Nunn Clay Loam which is Hydlogic Soil Group C and have a low infiltration rate that is less than 1"/hour. Percolation test results are It available at this time but will be accounted for the final design stage of the project to confirm the infiltration capacity of the EDB. tke The property is bordered on th�eewest b NannamalCer irrigation ditch and>(currently undeveloped land, on the north by 54`" Avenue, onheast by Skyline EstaYe�re2ential development and on the south by an undeveloped acreage. 11\\ 11\\ The proposed site contains approximately 5.85 acres of developable area, including the detention pond. It is important to note that although the current site is only 5.85 acres, the detention pond was sized to accommodate future run-off routing for the Joel and Dawn Lubker property. This brings the total tributary area for pond design to 7.1 acres. 12708 Deer Creek Dr., Omaha, NE 68142. Phone: (402) 598 - lies with respect to the JUSTER CIVIL ENGINEERING LLC easement ;e and within the City of Arvada, the design shall require approval by I Arvada and Wheat Ridge. Please include a statement in this letter the City of Arvada has been contacted and they have given iminary approval for this drainage design proposal, and that their ten approval letter is attached to this Drainage Letter. Also include a ;ment that approval from the affected landowners will be obtained to final approval of the Wheat The existing site drains from the north-west corner to the south-east corner and the proposed site grading will keep the same overall drainage pattern. There is no exte for run-off draining into the site. There is a ridge along the west side of the property and the run-off d ains west of that ridge. 54`" Avenue on the north side channels run-off to the east. There is a 20 et wide drainage easement with a concrete lined channel all along the east side of the proposed site. 0 fer time, some of the properties along the drainage easement have enclosed the open channel by pla Jng a pipe and filling the channel in. This channel was originally designed to intercept sheet flow run-off from the proposed site. The property is not in a flood hazard zone. The proposed development will subdivide the property into lots for t e construction of 12 single family homes and 11 multi -family quad units. Primary access to the develop ent will be from Quail Street located on the west side of the property. Quail Street will be connec d to the north to 54`" Avenue and it is currently connected at the south end to Ridge Road. EURV The proposed development will feature oor}elWater Quality,€R*/ Det ntion Pond. As mentioned above, ie the pond will capture storm runoff from a reposed site. A swale will be constructed parallel with the east side of the property to facilitate capture of almost 100% of the s to run-off and run route it through the pond. Pond outlet control structure was designed using the spre*sheets from Urban Drainage and Flood Control District (UDFCD) Manual. Run-off discharge from the Pond, using a 12" diameter pipe, will rnnnert to the existing channel located within the drainage easement. Depending on the actual joint location a manhole will be constructed at that location to act as a joint for the existing north -south channel. From the pond will maintain or reduce existing flows in the drainage channel. An agreement will be reached with the properties affected by the construction of the manhole structure, or any other modifications needed for the channel. Water Quality treatment of runoff is fully provided within the pond. Additional Low Impact Development Practices will be provided by the grass swales formed along the east property line and between the houses. Additional opportunities for Low Impact Development opportunities and water quality treatment will be explored during final design which includes the open space located in the middle of the site. The interior drainage swales will be designed to be stable based on velocities in the drainageways. It is anticipated that these areas will be stabilized as grass waterways and at slopes to provide a stable grass channel. Non -impervious open space will be available as drainage paths and will als I w for impervious area to discharge to, such as roofs, which aids in long-term source control. The ill be designed with a forebay to provide adequate long-term maintenance of the system. State that all slopes will adhere to the City's maximum of 4:1 for all landscaped areas (including grass swales). All pond, rational method and pond discharge structure calculations are shown in the attached exhibit. A detailed pond grading plan and east swale is provided as part of 12708 Deer Creek Dr., Omaha, NE 68142. the grading plan in the back Letter and not in the zoning document. JUSTER CIVIL ENGINEERING LLC In conclusion, the proposed development will provide treatment for water quality, stormwater detention and ERV that meets City of Wheat Ridge criteria. The controlled release rates will assist in mitigation discharge into the existing concrete open channel. Sincerely, �B2.U1i �n�ctd-�Q2 Sorin Juster, P.E. Owner Attachments 12708 Deer Creek Dr., Omaha, NE 68142. Phone: (402) 598-1171 - justercec@gmail.com Required Volume Calculation Selected BM P Type= EDB Mailed calculations are appreciated, Watershed Area= 7.10 t not required for the ODP submittal. 40.0 Location for 1 -hr Rainfall Depths = Wheat Ridge cursory review of calculations was Watershed Length = 600 0.446 Watershed Slope= 0.039 rform ed, but please be advised that a 0.416 10 -yr Runoff Volume (131 = 1.28 in.) = 0.540 Watershed Imperviousness = 65.00% )rough review was not performed for 0.938 100 -yr RunoffVolume(P1=2.21 in.)= s submittal. A more detailed review Percentage Hydrologic Soil Group A = 0.0% Approximate 2 -yr Detention Volume = percentage Hydrologic Soil Group B - 0.0% 11 be performed on subsequent (Final Approximate 10 -yr Detention Volume = 0.472 Approximate 25 -yr Detention Volume = centage Hydrologic Soil Groups C/D -100.0% Approximate 50 -yr Detention Volume - ainaQe Report) submittals. Approximate 100 -yr Detention Volume= 0.679 Desired WQCV Drain Time- 40.0 Location for 1 -hr Rainfall Depths = Wheat Ridge Water Quality Capture Volume (WQCV) = 0.150 Excess Urban RunoffVolume (EURV) = 0.446 2 -yr Runoff Volume (P1 = 0.78 in.) = 0.277 Syr Runoff Volume (131 = 1.04 in.) = 0.416 10 -yr Runoff Volume (131 = 1.28 in.) = 0.540 25 -yr Runoff Volume (131 = 1.63 in.) = 0.768 50 -yr RunoffVolume(P1=1.91 in.)= 0.938 100 -yr RunoffVolume(P1=2.21 in.)= 1.145 500 -yr Runoff Volume (131 = 2.98 in.) = 1.632 Approximate 2 -yr Detention Volume = 0.260 Approximate 5 -yr Detention Volume = 0.392 Approximate 10 -yr Detention Volume = 0.472 Approximate 25 -yr Detention Volume = 0.562 Approximate 50 -yr Detention Volume - 0.602 Approximate 100 -yr Detention Volume= 0.679 StageStorage Calculation Zone 1 Volume (WQCV) - Zone 2 Volume (EURV- Zone 1)= Zone 3 Volume (I00 -year- Zones 1 & 2) = Total Detention Basin Volume= Initial Surcharge Volume (ISV) = Initial Surcharge Depth (ISD) = Total Available Detention Depth (H,,,,i) = Depth of Trickle Channel (HTC) - Slope of Trickle Channel (STJ - Slopes of Main Basin Sides (Sm,i�) = Basin Length -to -Width Ratio (Rw,,)= 606 0.150 0.296 0.234 0.679 200 0.33 5.00 0.50 0.005 3 2 Initial Surcharge Area (Al,v) = Surcharge Volume Length (Ll,v) = Surcharge Volume Width (Wi,v) = Depth of Basin Floor (HFLooR) = Length of Basin Floor�p(L�FLOOR) = Width of Basin Floor ( °FLOOR) = Area of Basin Floor (AFLooR) = Volume of Basin Floor (VFLooR) = Depth of Main Basin (HrJAim) = Length of Main Basin (LMpi1)= Width of Main Basin WrJAI1)= Area of Main Basin (ArJAI) = Volume of Main Basin (VrJA0= Calculated Total Basin Volume (V,ocai) = 606 24.6 24.6 0.34 93.2 58.4 5,446 887 3.83 116.2 81.4 9,462 28,212 0.680 Data used to determine size of ponding area per Urban Drainage Spreadsheet Optional User Override 1 -hr Precipitation inches inches inches inches inches inches inches Public Works recommends a maximum of 4:1 allowable slope for detention basin sidewalls. City Code requires the pond walls above the 5 -year W SEL to be 4:1 anyway (due to landscaping requirements), so it'll just make it easier to calculate volume with the UDFCD spreadsheet if the slope used is 4:1. UD -Detention v3.07 Quail Ridge.Asm, Basin 12/13/2017, 12:58 PM Depth Increment = 0.5 ft Stage - Storage Description Stage ft Optional Override Stage ft Length ft Width ft Area ftA2 Optional Override Area ftA2 Area acre) Volume (ftA 3 Volume ac-ft Top of Micropool 0.00 24.6 24.6 606 0.014 ISV 0.33 24.6 24.6 606 0.014 194 0.004 0.50 24.6 24.6 606 0.014 297 0.007 1.00 57.1 40.6 2,319 0.053 723 0.017 Floor 1.17 91.6 57.6 5,278 0.121 1,352 0.031 1.50 95.2 60.4 5,743 0.132 3,196 0.073 2.00 98.2 63.4 6,219 0.143 6,186 0.142 Zone 1 (WQCV) 2.05 98.5 63.7 6,277 0.144 6,561 0.151 2.50 101.2 66.4 6,722 0.154 9,485 0.218 3.00 104.2 69.4 7,234 0.166 12,974 0.298 3.50 107.2 72.4 7,764 0.178 16,723 0.384 Zone 2 (EURV) 3.84 109.3 74.5 8,135 0.187 19,425 0.446 4.00 110.2 75.4 8,312 0.191 20,741 0.476 4.50 113.2 78.4 8,878 0.204 25,038 Zone 3 (100 -year) 5.00 116.2 81.4 9,462 0.217 29,622 t 5.50 119.2 84.4 10,064 0.231 34,502 UD -Detention -v3.07 Quail Ridge.xlsm, Basin 12/13/2017, 12:59 PM O Q D (D w (D C In n U) I (D w Q zT (D (D Routed Hydrograph Results Design Storm Return Period = One -Hour Rainfall Depth (in) = Calculated Runoff Volume (acre -ft) = OPTIONAL Override Runoff Volume (acre -ft) _ Inflow Hydrograph Volume (acre -ft) _ Predevelopment Unit Peak Flow, q (cfs/acre) = Predevelopment Peak Q (cfs) = Peak Inflow Q (cfs) = Peak Outflow Q (cfs) = Ratio Peak Outflow to Predevelopment Q - Structure Controlling Flow = Max Velocity through Grate 1 (fps) = Max Velocity through Grate 2 (fps) _ Time to Drain 97% of Inflow Volume (hours) _ Time to Drain 99% of Inflow Volume (hours) _ Maximum Ponding Depth (R) = Area at Maximum Ponding Depth (acres) = Maximum Volume Stored (acre -ft) = WQCV EURV 2Year 5Year 10 Year 25 Year 50 Year 100 Year 500 Year 0.53 1.07 0.78 1.04 1.28 1.63 1.91 2.21 2.98 0.150 0.446 0.277 0.416 0.540 0.768 0.938 1.145 1.632 0.150 0.446 0.276 0.415 0.539 0.767 0.938 1.145 1.632 0.00 0.00 0.01 0.12 0.35 0.88 1.20 1.60 2.50 0.0 0.0 0.1 0.9 2.5 6.2 8.5 11.4 17.7 3.3 9.7 6.0 9.0 11.7 16.6 20.2 24.6 34.9 0.1 0.1 0.1 0.1 0.9 4.8 7.7 8.2 9.3 N/A N/A N/A 0.2 0.3 0.8 0.9 0.7 0.5 Plate Plate Plate Plate Overflow Grate 1 Overflow Grate 1 Overflow Grate 1 Outlet Plate 1 Outlet Plate 1 N/A N/A N/A N/A 0.2 1.0 1.7 1.8 2.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A 66 53 64 68 65 64 61 57 40 70 56 68 72 71 71 70 68 1.99 3.74 2.79 3.58 4.08 4.55 4.80 5.25 6.57 0.14 0.18 0.16 0.18 0.19 0.20 0.21 0.22 0.26 0.141 0.427 0.263 0.396 0.490 0.583 0.735 1.056 5ft as indicated on Page 4. Note that 1 ft of freeboard is required for the 100 -yr storm per UDFCD. W (D �mm W Q zT (D (D m0m (D (D rmm-t O Z3 (D C n 0 2.05 Zone Circular Not Selected UD -Detention, Version 3.07 (February 201)) Dri!¢e Plate Project: 0.296 Dri!¢e Plate 5.00 0.234 Basin ID: ?)relative to basin bottom at Stage N/A Vertical Orifice Area = N/A s. 1(relative to basin bottom at Stage = 0 ft) Vertical Orifice Centroid = N/A N/A --'�- -'- aches Stage)it) Zone Volume)ac-it) Outlet Type NTe 1 'w 11 w Zone 1 (WQN� Zone 2(EURV) onince Lone 3 )300 -year) Example Zone Configuration (Retention Pond) 0.629 Total User Input: Orifice at Underdrain Outlet (typically used to drain WQCV in a Filtration BEAR) Calculated Parameters for Underdrain Underdrain Office Invert Depth = N/A ft (distance below the filtration media surface) Underdrain Orifice Area = N/A ft Underdrain Orifice Diameter= N/A inches Underdrain Orifice Centroid =1 N/A feet 2.05 Zone Circular Not Selected 0.150 Dri!¢e Plate 3.84 0.296 Dri!¢e Plate 5.00 0.234 Welr&Pipe (Circular) Userinput Orifice Plate with one or more orifices or Elliptical Slot Weir (typically used to drain WQCV and/or EURV In a sedimentation BMP) Calculated Parameters for Plat Invert of Lowest Orifice= 0.00 ([)relative to basin bottom at Stage =Oft) WQ Ordice Area per Row= 6.236E-03 ftz Depth at top of Zone using Orifice Plate = 3.84 ft )relative to basin bottom at Stage = Oft) Elliptical Half -Width = N/A feet Orifice Plate. Orifice Vertical Sp acing = 15.40 inches Elliptical Slot Cemroid = N/A feet Orifice Plate'. Orifice Area per Row = 0.92 sq. inches (diameter = 1-1/8 inches) Elliptical Slot Area = N/A ft Userinput Stage and Total Area of Each Orifice Row (numbered from lowest to Row i (required) Row 21 Stage of Orifice Centroid ((%) 000 1 Orifice Area (sq Inches) 097 o Stage of Orifice Centroid Orifice Area (sq. Incl User Input: Vertical Orifice (Circular or Rectangular) Invert of Vertical Orifice - Depth at top of Zone using Vertical Orifice Vertical Orifice Diameter: Not Sal acted Not Selected N/A N/A N/A N/A N/A N/A Userinput Werflow Weir (Cresson) and Grate (Flat or Sloped) Overflow Weir Front Edge Height, He = Overflow Weir Front Edge Length = Overflow WeirSlope- Horiz.Length of Weir Sides= Overflow Grate Open Area % Debris Clogging %= Selected 0.29 N/AN/AN/AN/A Parameters for Vertical Orifice N/A M N/A Not Selected Not Selected N/A ?)relative to basin bottom at Stage N/A Vertical Orifice Area = N/A t relative to basin bottom at Stage = o R) set 1'.V )enter zero forflat grate) set C, grate open area/total area 5 User Input: Outlet Pipe w/ Flow Restriction Plate (Circular Orifice, Restrittor Plate, or Rectangular Orifice) Zone 3 Circular Not Selected Calculated Parameters for Werflow Weir Height of Grate Upper Edge, H': Over Flow Weir Slope Length Grate Open Area / 100SoOrifice Area Overflow Grate Open Area w/o Debris: Overflow Grate Open Area w/ Debris: Not Selected 0.29 Calculated Parameters for Vertical Orifice N/A M2.21 N/A Not Selected Not Selected N/A ?)relative to basin bottom at Stage = Oft) Vertical Orifice Area = N/A N/A ft 1(relative to basin bottom at Stage = 0 ft) Vertical Orifice Centroid = N/A N/A feet aches t relative to basin bottom at Stage = o R) set 1'.V )enter zero forflat grate) set C, grate open area/total area 5 User Input: Outlet Pipe w/ Flow Restriction Plate (Circular Orifice, Restrittor Plate, or Rectangular Orifice) Zone 3 Circular Not Selected Calculated Parameters for Werflow Weir Height of Grate Upper Edge, H': Over Flow Weir Slope Length Grate Open Area / 100SoOrifice Area Overflow Grate Open Area w/o Debris: Overflow Grate Open Area w/ Debris: Not Selected 0.29 N/A 0.50 N/A M2.21 N/A N/A N/A Calculated Parameters for Outlet Pine w/ Flow Restriction Plate Depth to Invert of Outlet Pipe = 0.00 N/A ft (distance below basin bottom at Stage = 0R) Outlet Orifice Area: Circular Orifice Diameter= 12.00 N/A _inches Outlet Cofice Cer ids HalfCentralAngle of Restricior Plate on Pipe 0.29 N/A 0.50 N/A N/A N/A set tz tz tz set adians F C�R�m WEER OUTLET STRUCTURE Proposed Outlet Configuration based on UDFCD Spreadsheet Calculation of Peak Runoff uaine Rational Method om o — C t' _ •� u. —11 xph w w =0s—RNs sopat�s�IS=^m21t.m....—(C.- eatA wimmn..a.y E,p—Errmi, afll=ou MEN Hydrologic sail Group—Golden Area Colorado, Parts or Denver, Douglas, Jefferson and Park Counties (Quao Riag a) Valaaorcav,.vJmAlyvt x1fDoreet aC a 30 ry m Aaaorn�Vol m�� Aspect �;� ° Natural Resource Web Soil Survey 12COP017 Conservarton Service National Cooperative Sod Survey Page 1of4 Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (Quail Ridge) MAPLEGEND Area of Interest (AOI) CArea of Interest (A00 Soils ■ Soil Rating Polygons 0 A 0 A/D 0 B 0 B/D o C 0 C/D 0 D 0 Not rated or not available Soil Rating Lines n r A n r A/D n C/D D r Not rated or not available Soil Rating Points 0 A 0 A/D ■ B ■ B/D El C 0 C/D ■ D Not rated or not available Water Features Streams and Canals Transportation } ty Rails 0%0 Interstate Highways — US Routes Major Roads Local Roads Background . Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Survey Area Data: Version 12, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 10, 2014—Aug 21, 2014 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Hydrologic Soil Group Quail Ridge Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method. Dominant Condition USDA Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 3 of 4 Map unit symbol Map unit name Rating Acres in AOI Percent of AOI 102 Nunn clay loam, 0 to 2 percent slopes C 10.0 46.4% 103 Nunn clay loam, 3 to 5 percent slopes C 11.5 53.6% Totals for Area of Interest 21.5 100.0% Description Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method. Dominant Condition USDA Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 3 of 4 Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Component Percent Cutoff. None Specified Tie-break Rule. Higher Quail Ridge ;[} Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 4 of 4 Saturated Hydraulic Conductivity (sat) standard Classes—Golden Area, Colorado, Parts or Denver,.. (Quao Riag a) tal aC o 30 A 'et m Feet °vV�orn�iVol�W�,eaeaaun,�,3NV Natural Resource Web Soil Survey 12/10(2017 Conservation Service National Cooperated Soil Survey Page 1of5 Saturated Hydraulic Conductivity (Ksat), Standard Classes—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (Quail Ridge) MAP LEGEND Area of Interest (AOI) 0 Area of Interest (A00 Soils ~ Soil Rating Polygons JU Very Low (0.0 - 0.01) 0 Low (0.01 - 0.1) 0 Moderately Low (0.1 - 1) 0 Moderately High (1 - 10) 0 High (10- 100) W Very High (100- 705) 0 Not rated or not available Soil Rating Lines ~ Very Low (0.0 - 0.01) ~ Low (0.01 - 0.1) 0 Moderately Low (0.1 - 1) • • Moderately High (1 - 10) ~ High (10- 100) ~ Very High (100- 705) Not rated or not available Soil Rating Points Very Low (0.0 - 0.01) Low (0.01 - 0.1) 0 Moderately Low (0.1 - 1) 0 Moderately High (1 - 10) High (10- 100) Very High (100- 705) 13 Not rated or not available Water Features Streams and Canals Transportation 444 Rails Interstate Highways w US Routes MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale. Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Major Roads Please rely on the bar scale on each map sheet for map Local Roads measurements. Background Source of Map: Natural Resources Conservation Service Aerial Photography Web Soil Survey URL: Coordinate System: Web Mercator (EPSG3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Survey Area Data: Version 12, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 10, 2014—Aug 21, 2014 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 2 of 5 Saturated Hydraulic Conductivity (Ksat), Standard Classes—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Saturated Hydraulic Conductivity (Ksat), Standard Classes Quail Ridge Description Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a saturated soil transmit water. The estimates are expressed in terms of micrometers per second. They are based on soil characteristics observed in the field, particularly structure, porosity, and texture. Saturated hydraulic conductivity is considered in the design of soil drainage systems and septic tank absorption fields. For each soil layer, this attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. The numeric Ksat values have been grouped according to standard Ksat class limits. The classes are: Very low: 0.00 to 0.01 Low: 0.01 to 0.1 Moderately low: 0.1 to 1.0 Moderately high: 1 to 10 High: 10 to 100 Very high: 100 to 705 Rating Options Units of Measure: micrometers per second Aggregation Method. Dominant Component USDA Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 3 of 5 Map unit symbol Map unit name Rating (micrometers persecond) Acres in AOI Percent of AOI 102 Nunn clay loam, 0 to 2 percent slopes 2.2476 10.0 46.4% 103 Nunn clay loam, 3 to 5 percent slopes 2.2476 11.5 53.6% Totals for Area of Interest 21.5 100.0% Description Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a saturated soil transmit water. The estimates are expressed in terms of micrometers per second. They are based on soil characteristics observed in the field, particularly structure, porosity, and texture. Saturated hydraulic conductivity is considered in the design of soil drainage systems and septic tank absorption fields. For each soil layer, this attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. The numeric Ksat values have been grouped according to standard Ksat class limits. The classes are: Very low: 0.00 to 0.01 Low: 0.01 to 0.1 Moderately low: 0.1 to 1.0 Moderately high: 1 to 10 High: 10 to 100 Very high: 100 to 705 Rating Options Units of Measure: micrometers per second Aggregation Method. Dominant Component USDA Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 3 of 5 Saturated Hydraulic Conductivity (Ksat), Standard Classes—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Aggregation is the process by which a set of component attribute values is reduced to a single value that represents the map unit as a whole. A map unit is typically composed of one or more "components". A component is either some type of soil or some nonsoil entity, e.g., rock outcrop. For the attribute being aggregated, the first step of the aggregation process is to derive one attribute value for each of a map unit's components. From this set of component attributes, the next step of the aggregation process derives a single value that represents the map unit as a whole. Once a single value for each map unit is derived, a thematic map for soil map units can be rendered. Aggregation must be done because, on any soil map, map units are delineated but components are not. For each of a map unit's components, a corresponding percent composition is recorded. A percent composition of 60 indicates that the corresponding component typically makes up approximately 60% of the map unit. Percent composition is a critical factor in some, but not all, aggregation methods. The aggregation method "Dominant Component" returns the attribute value associated with the component with the highest percent composition in the map unit. If more than one component shares the highest percent composition, the corresponding "tie-break" rule determines which value should be returned. The "tie-break" rule indicates whether the lower or higher attribute value should be returned in the case of a percent composition tie. The result returned by this aggregation method may or may not represent the dominant condition throughout the map unit. Component Percent Cutoff. None Specified Components whose percent composition is below the cutoff value will not be considered. If no cutoff value is specified, all components in the database will be considered. The data for some contrasting soils of minor extent may not be in the database, and therefore are not considered. Tie-break Rule: Fastest The tie-break rule indicates which value should be selected from a set of multiple candidate values, or which value should be selected in the event of a percent composition tie. Interpret Nulls as Zero: No This option indicates if a null value for a component should be converted to zero before aggregation occurs. This will be done only if a map unit has at least one component where this value is not null. Layer Options (Horizon Aggregation Method): All Layers (Weighted Average) Quail Ridge ;[} Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 4 of 5 Saturated Hydraulic Conductivity (Ksat), Standard Classes—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties For an attribute of a soil horizon, a depth qualification must be specified. In most cases it is probably most appropriate to specify a fixed depth range, either in centimeters or inches. The Bottom Depth must be greater than the Top Depth, and the Top Depth can be greater than zero. The choice of "inches" or "centimeters" only applies to the depth of soil to be evaluated. It has no influence on the units of measure the data are presented in. When "Surface Layer" is specified as the depth qualifier, only the surface layer or horizon is considered when deriving a value for a component, but keep in mind that the thickness of the surface layer varies from component to component. When "All Layers" is specified as the depth qualifier, all layers recorded for a component are considered when deriving the value for that component. Whenever more than one layer or horizon is considered when deriving a value for a component, and the attribute being aggregated is a numeric attribute, a weighted average value is returned, where the weighting factor is the layer or horizon thickness. Quail Ridge ;[} Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 5 of 5 ♦6 A♦ City of WheatlRidge COMmuNLTy DEVELOPMENT Community Development 7500 West 29th Avenue Wheat Ridge, Colorado 80033 Ph: 303.235.2846 Fax: 303.235.2857 Community Development Referral Form Date Mailed: December 20,2017 Response Due: January 10, 2018 The Wheat Ridge Community Development Department has received a request for approval of a zone change from Agricultural -One (A-1) to Planned Residential Development (PRD) with an Outline Development Plan at 5392, 5372, and a portion of 5352 Quail Street. No response from you will constitute having no objections or concerns regarding this proposal. Case No.: WZ-17-11 /Clark Request: The applicant is requesting approval of a zone change from A-1 to Planned Residential Development (PRD) with an Outline Development Plan. The plan shows 56 units, consisting of 12 single family homes and 11 four -unit townhouse buildings (44 units). The ODP calls for the improvement of Quail Street, and the construction of Pierson Street and two east -west streets. Quail Street will connect to 54th Avenue in the City of Arvada. This ODP is the first step in the rezoning process for a Planned Development. If approved, you will receive future referrals for the Specific Development Plan and Subdivision Plat. The existing single-family homes were built in the late 1920s and early 1950s and have been utilized for residential and agricultural uses since that time. This development scenario would scrape the existing improvements at 5392 and 5372 Quail Street. The home at 5352 Quail Street will remain, as only the rear undeveloped portion of that property is being purchased by the developer. Skyline Estates, in the City of Arvada, borders the properties to the north and east. To the south are more large lot residential/agricultural properties and the Quail Ridge Estates subdivision, currently under construction. To the west is a large piece of vacant land in the City of Arvada. The properties are located approximately halfway between the RTD G -line Arvada Ridge Station and Wheat Ridge • Ward Station. Please respond to this request in writing regarding your ability to serve the property. Please specify any new infrastructure needed or improvements to existing infrastructure that will be required. Include any easements that will be essential to serve the property as a result of this development. Please detail the requirements for development in respect to your rules and regulations. If you need further clarification, -ontact the case manager: Case Manager: Zack Wallace Mendez Phone: 303.235.2852 Email: zwallace@ci.wheatridge.co.us Fax: 303.235.2852 DISTRIBUTION: Valley Water District Clear Creek Valley Sanitation District Arvada Fire Protection District Xcel Energy Century Link Comcast Cable City of Arvada Wheat Ridge Police Department Wheat Ridge Public Works Wheat Ridge Parks & Recreation Department Wheat Ridge Building Division Vicinity Map s TH AV i 530.D P N submitted BY APPOINTMENT with a w City: of planner. Incomplete applications will not i09 Wh6a--t be accepted—refer to submittal checklists. LAND USE CASE PROCESSING APPLICATION Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 (Please print or type all information) Applicant SCHAL Investments, LLC Phone 303-818-8187 Email summer2clark@gmail.com Address, City, State, Zip 665 S. Decatur Street, Denver, CO 80219 Owner SCHAL Investments, LLC Phone 303-818-8187 Email summer2clark@gmail.com Address, City, State, Zip 665 S. Decatur Street, Denver, CO 80219 Contact Summer Clark Phone 303-818-8187 Email summer2clark@gmail.com Address, City, State, Zip 5392 Quail Street, Wheat Ridge, CO 80033 (The person listed as contact will be contacted to answer questions regarding this application, provide additional information when necessary, post public hearing signs, will receive a copy of the staff report prior to Public Hearing, and shall be responsible for forwarding all verbal and written communication to applicant and owner.) Location of request (address): 5372-5392 Quail Street Type of action requested (check one or more of the actions listed below which pertain to your request): 0 Change of Zone or Zone Conditions O Special Use Permit O Subdivision — specify type: 0 Planned Development (ODP, SDP) O Conditional Use Permit O Administrative (up to 3 lots) O Planned Building Group O Site Plan O Minor (4 or 5 lots) O Temporary Use, Building, Sign O Concept Plan O Major (6 or more lots) O Variance/Waiver (from Section 26-) O Right of Way Vacation O Other: Detailed description of request: Developments in the area are changing the character of the neighborhood to where • agricultural zoned uses on smaller acreage surrounded by higher density housing are no longer feasible. The requested zone change and proposed development conforms with the larger long-term vision of the area and promotes health, safety and general welfare of the community. Adequate infrastructure is available to serve the planned residential housing. I certify that the information and exhibits herewith submitted are true and correct to the best of my knowledge and that in filing this application, I am acting with the knowledge and consent of those persons listed above, without whose consent the requested action cannot lawfully be accomplished. Applicants other than owners must submit power-of-attorney from the owner which approved of this action on his behalf. Notarized Signature of Applicant State of Colorado County of } ss The foregoing instrument (Land Use Processing A sLplication) was acknowledged by me this i y qday of DE c, 20 by Su AME6K C-t-pa'K DELBERT YOUNG NOTARY PUBLIC My commission expires /2C. STATE OF COLORADO= Notary Public NOTARY ID 20054028287 MY COMMISSION EXPIRES DECEMBER 19, 2017 To be filled out by staff: v Date received Comp Plan Design. Related Case No. Assessor's Parcel No.59- L?-Od-Dal +iOa Size (acres or sqft) Fee$ 1 —79�1-4�1 2 Receipt No. C O fSt!5 I !it I St Pre -App Mtg. Date Current Zoning Prc di&dUf: 4 Case No. Q 2- 1-7 'I6 Quarter Section Map Al W Ila Case Manager 11 OL c -e - Current Use T Proposed Use City of Wheat Ridge 2017-12-18 11:10 CDBA ZONING REIMBURSEMENT FEES CDB018187 AMOUNT FMSD ZONING REIMBURSEMENT F 225.00 FMSD ZONING APPLICATION FEE 1,531.62 PAYMENT RECEIVED AMOUNT CHECK: 135 1,756.62 TOTAL 1.756.62 * ! Rev 512014 City of `]Vheat� COMMUNITY DEVELnrma Submittal Checklist: Outline Development Plan (ODP) Project Name: QUAIL. 9,Ud Project Location. 5372 - 5391 C1r!.u.A1L N4TA£ET + 2 AArailimt z PA �+1nMS/ �c Com- s� �AveAa l w Q LA)L akiffr, Ci4, *F' f,AT RtbrEy &� Application Contents: The outline development plan (ODP) establishes the planned development zoning and summarizes overall development concepts, permitted uses, and development parameters. It also provides a general graphic layout of proposed building pads and proposed circulation concepts. The following items represent a complete ODP application. ✓1. Completed, notarized land use application form _j/2. Application fee _1�3. Signed submittal checklist (this document) ✓4. Proof of ownership—e.g. deed ✓5. Written authorization from property owner(s) if an agent acts on behalf of the owner(s) ✓6. Mineral rights certification form _V-7. Approved legal description on the Current City Datum with proper section and PHAC ties per City Geodetic Requirements, in Microsoft Word format ✓8. ODP document—see form and content requirements below j/ Two (2) full size paper copies (24" x 36") _/ One (1) reduced size paper copy (11" x 17") ✓ AutoCAD .dwg file format—confirm acceptable version with city staff cx 9. Civil documents, if required _/10. Written request and description of the proposal Include a response to the zone change review criteria—these are found in Section 26-303.13 of the municipal code Include a justification of why the zone change is appropriate addressing these issues; • The need for the zone change. • Present and future effect on the existing zone districts, development and physical character of the area. • Access to the area, traffic patterns and impact of the requested zone on these factors. • Availability of utilities. • Present and future effect on public facilities and services, such as fire, police, water, sanitation, roadways, parks, schools, etc. • A discussion of the relationship between the proposal and adopted land and/or policies of the city. ✓11. Electronic (Adobe .pdo files of all submittal documents—these may be provided via email, CD, DVD, or USB flash drive Community Development Department • (303) 235-2846 - www.ci.wheatridge.co.us Form and content of Outline Development Plan: Note: ODP amendments may not require all items listed herein. Required content will be determined at the pre -application meeting. TIect information . Title of document - centered at top of page in the following format: [Name) Planned [Commercial/Residential/Industrial.,.] Development An Outline Development Plan in the City of Wheat Ridge, Colorado A Part of the _ 114 Section, Township 3 South... +%2. Vicinity map 73. Scale and north arrow—scale not to exceed 1'=100' Z4. Date of plan preparation and name/address of who prepared the plan V5. Legal description —/6. Appropriate signature blocks - see cover sheet handout Signed surveyor's certification �8. Case history with applicable land use case numbers �9. Ownership/unified control statement, if applicable x[10. Name/AddresslPhone number(s) of architect, engineer, or surveyor associated with the project —/11. Character of development - summarize in paragraph form the character of the project x 12. Description of amendment, if applicable _Z13. Standard ODP note: This outline development plan is conceptual in nature, Specific development elements such as slle layout and building architecture have not been addressed on this document: As a result, a specific development plan must be submitted and approved by the City of Wheat Ridge prior to the submittal of a right-of-way or building permit application and any subsequent site development L/ 14. Standard notes unless modified by the planned development: - AM parking shall be in conformance with Section 26-509 of the Wheat Ridge Code of Laws. - All landscaping shall be in conformance with Section 26-502 of the Wheat Ridge Code of Laws. - All exterior lighting shall be in conformance with Section 26-503 of the Wheat Ridge Code of Laws. - Ad fencing shall be in conformance with Section 26-603 of the Wheat Ridge Code of Laws - AM signage shall be in conformance with Article VII of the Wheat Ridge Code of Laws. - Architectural, site, and streetscape design shaft be in conformance with the Architectural and Site Design Manual (ASDM) and Streetscape Design Manual. Development standards Note: ODP documents should not list exact square footage, setbacks, and other dimensions/quantities even if they are known for a particular development. The ODP shall identifythe development parameters In terms of maximum and minimum standards. The SDP is the document that will identify exact dimensions, quantities, etc. The following information may be provided in text and/or table format. List of permitted land uses 2. Standards for signage, lighting, fencing, screening and landscaping ✓ 3. Standards for off-street vehicular parking, bicycle parking, and loading _/4. Standards for accessory structures and outdoor storage, display, and sales /5. Standards for architecture and site design, if varying from the Architectural and Site Design Manual or other applicable design standards. The following standards shall be provided in table format. _6. Maximum building coverage _k,,"7. Minimum landscape coverage and open space _/ 8. Minimum lot sizes, dimensions, net density, and gross density _9. Minimum perimeter setback or build -to lines _k,-' 10. Minimum separation between buildings _/ 11. Maximum building height Sketch plan The site plan drawing shall be to -scale, but may be in sketch format. The plan shall include the following: / 1. Scale and north arrow (scale not to exceed 1" =100') _L,,'_2. Property boundary – must correspond to legal description ,,.,3. Proposedrnternal lot lines – if they differ from the existing legal description or will be modified by a subsequent subdivision plat je' 4. Proposed circulation concepts – include rights-of-way, access points, drive aisles and sidewalks �5. General areas to be used for landscaping, parking, and building pads �6. General areas to be used for drainage, parks, and other areas to be reserved or dedicated to public use ✓ 7. Location and type of significant land features within or adjacent to the property, such as irrigation ditches, streams, lakes, and topography ✓ 8. Zoning for adjacent properties -9. Adjoining property lot lines, building access, and parking – show sufficient information so that that development compatibility can be determined Additional information which may be required: Depending on the size, scope, and complexity of the request additional documents may be required. The submission of these documents will be discussed during the pre -application meeting. This includes, but is not limited to, the following documents (one papercopy plus Adobe .pdf rile is required): 1. Trip generation letter or traffic study 2. Drainage report and plan ,4_3. Soils report ,,_4. Erosion control plan �1. Drainage study and plan x2. Traffic impact report _Z3. Grading plan _ -z,_4. Geological stability report Floodplain impact report 6. General environmental impact report As applicant for this project, 1 hereby ensure that all of the above requirements have been Included with this submittal. 1 fully understand that if any one of the items listed on this checklist has been excluded, the documents will NOT be distributed for City review. In addition, 1 understand that in the event any revisions need to be made atter the second (20a) full review, 1 will be subject to the applicable resubmittal tee. r Signature: aw g r�.-.� Dare: /5 2 o i 17 Name (please print): ,1MA4Fk _ O LA k k_ _ Phone: c A - f I8 Arthur Joel Aho Revocable Trust Barbara Jean Aho Revocable Trust 5392 Quail Street Wheat Ridge, CO 80033 December 1, 2017 City of Wheat Ridge Planning Department 7500 W. 29' Avenue Wheat Ridge, CO 80033 To Whom It May Concern: We are the Trustees for the Arthur Joel Aho Revocable Trust and the Barbara Jean Aho Revocable Trust. We are working with SCHAL Investments, LLC in the pending sale of our property at 5392 Quail Street for the planned residential development known as "Quail Run" and support their applications with the City of Wheat Ridge for this purpose. Since Arthur J. Aho andzoarbara J. Aho L I+ WARRANTY DEED 7G+ RECEPTION NO. F 1:r'3 / 1'a.3 10/30/2002 9:56:04 PG: 001-001 PAGE FEE: 6.00 DOC.FEE: 0.00 RECORDED IN JEFFERSON COUNTY, COLORADO Grantor(s), Arthur J. Aho and Barbara J. Aho, as Joint whose legal address is 5300 Quail Street, Wheat Ridge, CO 'County of Jefferson and State Colorado , for the consideration of Ten dollars and no/100-------------------------------------- DOLLARS, in hand paid, hereby sell(s) and convey(s) to BARBARA JEAN AHO REVOCABLE TP'UST whose legal address is 5300 Quail Street, Wheat Ridge, CO 80033 County of Jefferson and State of Colorado the following real property in the County of Jefferson and State of Colorado, to wit: An undivided one-half interest in the following property: North 350 feet the West 14 acres of the SE'/4 of the NW'/4 of Section 16, Township 3, South, Range 69 West of the 6th P.M., Together with all water rights, ditch and ditch rights, reservoir and reservoir rights appurtenant thereto, including 1-'/4 inches of water from the Wanamaker Ditch, and TOGETHER with the right to use as a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SE'/4 of the NWA and that part of the Northeast 1/4 of the Southwest '/4 North of Ridge Road. (Convenience deed, no documentary fee) also known by street and number as: 5300 Quail Street, Wheat Ridge, CO 80033 assessor's schedule or parcel number: with all its appurtenances, and warrant(s) the title to the same, subject to general taxes for the Current year and subsequent years, covenants, easements, restrictions and reservations of record, if any. Signed this 18th day of October 2 Arthur J .'Ee e. 4A Barbara J. Aho STATE OF COLORADO ss. County of Arapahoe The foregoing instrument was acknowledged before me this 18th day of October 20 02 , by Arthur J. Barbara J. Aho , sea].� fi O 0' . , ires: 1 N��1iH�S :Qty ' I. )j�1lildd ,�z Notary Puhi e *Where app(mAilsert 'City and., , Name .0 Addtm of Penes C—dog NMy Created LeW D—Aptioa 0 38-35306.5, CRS) No. 897, Rev. 490. wARRANTY DEED (Short Farm) Bradford Publishing, 1743 wane Si.. Dmvcr. CO 80202—(303) 292-2500— www.bmdrordpublishing.com —8.01 .Rrti nLUL s4un n.r. . gr oyyw ppGG pppp 1 / 2 9-56:60 DOG:FEE1-001 0.00 N��R���•IN JEFFERSON COUNTY, COLORADO WARRANTY DEED 111 Grantor(,), Shur J. Aho and Barbara J. Alm, as Joint ' Tenants whose legal address is5300 Quail Street, 1,1heat Ridge, CO 80033 *County of Jefferson and State of Colorado , for the consideration of Ten dollars and no/100--------------------------------------- DOLLARS, in hand paid, hereby sell(s) and convey(s) to ARrMR JOEL Alio REVOCABLE TRUST whose legal address is 5300 Quail Street, Wheat Ridge, CO 80033 County of Jefferson and State of Colorado the following real property in the County of Jefferson and State of Colorado, to wit: An undivided one-half interest in the following property: North 350 feet the West 14 acres of the SE%4 of the NW'/4 of Section 16, Township 3, South, Range 69 West of the 6th P.M., Together with all water rights, ditch and ditch rights, reservoir and reservoir rights appurtenant thereto, including 1-'/4 inches of water from the Wanamaker Ditch, and TOGETHER with the right to use as a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SE'/4 of the NW'/4 and that part of the Northeast '/4 of the Southwest 1/4 North of Ridge Road. (Convenience deed, no documentary fee) also known by street and number as: 5300 Quail Street, Wheat Ridge, CO 80033 assessor's schedule or parcel number with all its appurtenances, and warrant(s) the title to the same, subject to general taxes for the current and subsequent years, covenants, eaments, restrictions, and -reservations of record, if any. Signed this 18th day of October 2 ArrAlur J. Aho baJ. Ahog 4udr� STATE OF COLORADO ss. County of Arapahoe The foregoing instrument was acknowledged before me this 18th day of October 20 02 by Arthur d Barbara J. Alm do da01....... Witness y hand and official seal. �; " '•.� 1 M mm ssion ex ire : t it e N3NlIH�S s ' V )13Ia1Vd 2 •Where appli ' .4k4rn "0ryand'.. O wury wwe No. 897, Rev, 4-94. WARRANTY DEED (Short tbrm) � e(') Bradford Publishing, 1743 W,&= Si., Dmwr, C0 80202 — (303) 292-2500 — w-brad£ordpubligh ng.eom — a-01 - Gregory R. Skalla 5372 Quail Street Wheat Ridge, CO 80033 December 1, 2017 City of Wheat Ridge Planning Department 7500 W. 29`" Avenue Wheat Ridge, CO 80033 To Whom It May Concern: I am working with SC14AL Investments, LLC in the pending sale of my property at 5372 Quail Street for the planned residential development known as "Quail Rud' and support their applications with the City of Wheat Ridge for this purpose. Sincerely, Gregory R. Skalla W� _per e M7 z 0 C~lJ Recorded at _ Reception No. o'clock M., WARRANTY DEED THIS DEED, Made this 31st day or MAY 1990 between STEPHEN R. WACHTER AND ANNA K. WACHTER of the County of JEFFERSON and State of COLORADO, grantor, and GREGORY R. SKALLA whose legal address is 5290 QUAIL STREET, WHEATRIDGE, COLORADO 80030 of the County of JEFFERSON and State of COLORADO, grantee: RECORDED IN COUNTY OF JEFFERSON 8'CA'rE OF COLORADO RECEPTION NO. 90047858 06/07/90 14a20 15„85 WITNESSETH, That the grantor, for and in consideration or the sum of ONE HUNDRED EIGHT THOUSAND FIVE HUNDRED AND 00/100ths DOLLARS, ($108,500.00) the receipt and sufficiency of which is hereby acknowledged, has granted, bargained, sold and conveyed, and by these presents does grant, bargain, sell, convey and confirm unto the grantee, his heirs and assigns forever, all the real property together with improvements, if any, situate, lying and being in the County of JEFFERSON, and State of Colorado, described as follows: TIIE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., EXCEPT THE NORTH 350 FEET AND THE SOUTH 100 FEET THEREOF,TOGETIIER WITH AN EASEMENT FOR ROADWAY 15 FEET WIDE, EXCLUSIVE OF DITCHES OVER AND ACROSS THE WEST 15 FEET OF THE SOUTHEAST 1/4 NORTHWEST 1/4 EXTENDING SOUTHWARD TO THE RIDGE ROAD FOR INGRESS AND EGRESS TO THE PROPERTY HEREIN CONVEYED FOR ALL PURPOSES, COUNTY OF JF.FERSON STATE OF COLORADO also known by street and number as 5290 QUAIL STREET, WHEATRIDGE, COLORADO 80030 TOGETIIER with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest, claim and demand whatsoever of the grantor, either in law or equity, of, in and to the above bargained premises, with the hereditaments and appurtenances. TO HAVE AND TO HOLD the said premises above bargained and described, with the appurtenances, unto the grantee, his heirs and assigns forever. And the grantor, for himself, his heirs and personal representatives, does covenant, grant, bargain and agree to and with the grantee, his heirs and assigns, that at the time of the ensealing and delivery of these presents, he is well seized of the premises above conveyed, has good, sure, perfect, absolute and indefeasible estate of inheritance, in law, in fee simple, and has good right, full power and lawful authority to grant, bargain, sell and convey the same in manner and form aforesaid, and that the same are free and clear from all former and other grants, bargains, sales, liens, taxes, assessments, encumbrances and restrictions of whatever kind or nature soever, except for taxes for the current year, a lien but not yet due or payable, easements, restrictions, reservations, covenants and rights-of-way of record, if any, N . The grantor shall and will WARRAN'r AND FOREVER DEFEND the above -bargained premises in the quiet and peaceable possession of the grantee, his heirs and assigns, against all and every person or persons lawfully claiming the whole or any part thereof. The singular number shall include the plural, the plural the singular, and the use of any gender shall be applicable to all genders. IN WITNESS WIIEREOF, the grantor has executed this deed on the date set forth above. STED� i R. WACHTER NA K. WACHIER - .^OF�OLORAT)A .. LINTY OF B.O1�LI3$R it was acknowledged before me this 31st .day of 1fAY 1990 ER AND ANNA K. WACIIT Wit ess my han official seal. My ommissi expi • 7/25/92 otary Public 7,6.;43iA Rev: 7;84. WARRAt1TY DEED (toi Pliolographlc Recard) by Joel & Dawn Lubker 5352 Quail Street Wheat Ridge, CO 80033 December 1, 2017 City of Wheat Ridge Planning Department 7500 W. 29t Avenue Wheat Ridge, CO 80033 To Whom It May Concern: We are working with SCHAL Investments, LLC in the pending sale of a portion of the eastern part of our property at 5352 Quail Street that will be used for a detention pond for the Quail Run development. We support their applications with the City of Wheat Ridge for the rezoning and planned residential development of what is known as "Quail Run". Sincerely, d,(oiel Lubker & Dawn Lubker K 2010101910 11/15/2010 10:09:19 AM PGS 1 $11.00 DF $35.25 Electronically Recorded Jefferson County CO Pam Anderson, Clerk and Recorder TDI 000 Y Warranty Deed (Pursuant to 38-30-113 C.R.S.) State Documentary Fee Date: November 12, 2010 $ 35.25 THIS DEED, made on November 12, 2010 by LESTER M. COOK AND IRENE E. COOK REVOCABLE LIVING TRUST, U/D/T 11-20-86 Grantor(s), of the County of JEFFERSON and State of lc.010 do for the consideration of ($352,500.00) *** Three Hundred Fifty Two Thousand Five Hundred and 001100 *** dollars in hand paid, hereby sells and conveys to JOEL L. LUBKER AND DAWN R. LUBKER Grantee(s), as Joint Tenants, whose street address is 5250 QUAIL STREET WHEAT RIDGE, CO 80033, County of JEFFERSON, and State of COLORADO, the following real property in the County of Jefferson, and State of Colorado, to wit�� Oil THE SOUTH 160 FEET OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 59 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, EXCEPT THE WEST 40 FEET THEREOF. also known by street and number as: 5250 QUAIL STREET WHEAT RIDGE CO 80033 with all its appurtenances and warrants the title to the same, subject to ail taxes and assessments for the year 2010 and the matters stated in Section 13 (transfer of title) of the Contract to Buy and Sell Real Estate (a) those specific Exceptions described by reference to recorded documents as reflected in the Title Documents accepted by Grantee(s) in accordance with Section 8.1 (Title Review); (b) distribution utifrty easements (including cable M, (c) those specifically described rights of third parties not shown by the public records of which Grantee(s) has actual knowledge and which were accepted by Grantee(s) in accordance with Section 8.2 (Matters not Shown by the Public Records) and Section 8.3 (Survey Review); (d) inclusion of the Property within any special tax district; and, (e) other NONE LESIT.R M. COOK AND IRENE E. COOK REVOCABLE LIVING TRUYF, WWI. 11-20-86 DONNIS JOY PALLARO, SUCCESSOR TRUSTEE State of COLORADO ) )ss' County of ADAMS ) The foregoing ins meat was acknowledged before me on this day of November 12, 2010 by DONNISJ . ALLARO AS SU ESSOR TRUSTEE OF THE LESTER M. COOK AND IRENE E. COOK REVOCABLE LIVING S , U/DIT 11-20-86 ESTATE D. } ;OTT Y PUBLIC Notary Public COLORADO My commission expires My Commission Expires Apr. 09, 2011 When Recorded Return to: JOEL L. LUBKER AND DAWN R. LUBKER 5250 QUAIL STREET WHEAT RIDGE, CO 80033 Laid TMe Fonn 13084 09/2008 wd.odt Warranty Deed (Joint Tenant) K70288074 (10639330) `um—`°""'"' TREASURER'S DEED ,. KNOW ALL Lfi F- 'k," BY THESE PRESENTS, that, whereas, the following described property, viz: rp SC"C') A strip of land lying between the West 14 acres and the East 26 acres of the SE1/4NW1/4 except the South 381.4 feet, Section 16, Township 3 South, Range 69 West of the 6th P.M. situated In the County of Jefferson and State of Colorado, was subject to taxation for the year (or years) A.D. 2008 AND 2009; The above described parcel Is covered by Certificate # 200901887 and Schedule/PIN 300210600 And, Whereas, the taxes assessed upon said property for the year (or years) aforesaid remained due and unpaid at the date of the'sole hereinafter named; and, whereas, the Treasurer of the said County did, on the 21st day of October A.D. 2010, by virtue of the authority vested in him by law, at the sale begun and publicly held on the day of 21, October A.D. 2010, expose to public sale at the office of the Treasurer in the County aforesaid, in substantial conformity with the requirements of the statute in such case made and provided, the tax lien on the real property above described for the payment of the taxes, delinquent Interest, and costs then due and remaining unpaid on said property; And Whereas, At the sale so held as aforesaid by the Treasurer, no blds were offered or made by any person or persons for the tax lien on said property, and no person or persons having offered to pay the said taxes, delinquent Interest and costs upon said property for said year(s), and the Treasurer having become satisfied that no sale of the tax lien on said property could be had, therefore the said tax lien on said property was by the then Treasurer of the said County, stricken off to the said County, and a certificate of sale was duly issued therefor to the said County In accordance with the statute in such case made and provided; And Whereas, The said Jefferson County, acting by and through Its Treasurer, and in conformity with the order of the Board of county Commissioners of the said County, duly entered of record on the 20TH day of JUNE, A.D. 2017 , (the said day being one of the days of a regular session of the Board of County Commissioners of the said County), did duly assign the certificate of sale of the tax lien on said property, so issued aforesaid to said County, and all its rights, title, and Interest In said property held by virtue of said sale to SUMMER CLARK whose street address is S392 QUAIL ST, City or Town of WHEAT RIDGE , County of JEFFERSON and State of COLORADO for the sum of TWO HUNDRED FORTY SEVEN DOLLARS and SIXTY THREE CENTS, And, Whereas, the said SUMMER CLARK has paid subsequent taxes on sold property to the amount of TWENTY THREE DOLLARS and FIFTY THREE CENTS; And, Whereas, more than three years have elapsed since the date of the sold sale and the said property has not been redeemed therefrom as provided by law; And, Whef as, the said property was valued for assessment for that year at the amount of 200, And, Whereas, all the provisions of the statutes prescribing prerequisites to obtaining tax deeds have been fully complied with, and are now of record, and filed In the office of the Treasurer of said County; i 1� 'i{ �' d 10110.00 2017111862 10131/9017 07:33:17 AM 2 P ge(s) JEFFERSON COUNTY, Colorado TREASURER'S DEED Page i Now, Therefore, I, Tim Kauffman, Treasurer of the county aforesaid, for and inconsideration of the sum to the Treasurer paid as aforesaid, and by virtue of the statute in such case made and provided, have granted, bargained, and sold and by these presents do grant, bargain, and sell the above and forgoing described real estate unto the said SUMMER CLARK whose street address is 5392 QUAIL ST, WHEAT RIDGE, COLORADO 80033 her heirs and assigns, forever, subject to all the rights of redemption by minors, or Incompetent persons, as provided by law. r' V !, In Witness Whereof, I, Tim Kauffman, Treasurer as aforesaid, by virtue of this authority aforesaid, have hereunto set my hand and seal this 30 day of OCTOBER A.D. 2017. Certificate of Purchase Number 200901887 Schedule No. /PIN 300210600 STATE OF COLORADO i COUNTY OF JEFFERSON J "i "• �' � Treasurer of Jefferson County, Colorado The foregoing instrument was acknowledged before me this Tim Kauffman as Treasurer of Jefferson County. Witness my hand and official seal. Mycommisslon expires. (Official Seal) OENISE.p. 800L NOTARY PUBLIC STATE OF COLORADO NOTARY Ip 19944009W MY COMMISSION EXPIRES OCTOBER 16.2021 Mailing Address for Future Tax Notices; SUMMER CLARK 5392 QUAIL ST WHEAT RIDGE CO 80033 day of Oc{ j&,,2017, by 100 JEFFERSON COUNTY PARKWAY GOLDEN, COLORADO 80419-2S20 TREASURER'S DEED Page 2 OWNER'S CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26-121 of the Wheat Ridge Code of Laws. [Insert name of owner(s) or agent(s) who will sign] State of Colorado ) ) SS County of Jefferson ) The foregoing instrument was acknowledged before me this day of , A.D. 20_ by Witness my hand and official seal. My commission expires: Notary Public SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFYTHATTHE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. PORE S IIS 1. I NTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE FAMILY DETACHED AND QUAD MULTI -FAMILY RESIDENTIAL USES THAT ARE COMPATIBLE WITH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2.USES: 2.1.ALLOWED USES 2.1.1.ONE-FAMILY DWELLING 2.1.2.MULTI-FAMILY DWELLING 2.1.3.OPEN SPACE 2.2 ACCESSORY USES 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS QUASI -PUBLIC AND PUBLIC UTILITY LINES, STORM DRAINAGE, SANITARY SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. RV AND BOAT STORAGE ARE NOT ALLOWED. QUAIL RUN RESIDENTIAL DEVELOPMENT CITY CERTIFICATION this day of OUTLINE DEVELOPMENT PLAN bytthevWheat RidgeCity Council. NORTHWEST QUARTER OF SECTION 16, ATTEST TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO City Clerk Mayor ROJECT LOCATION Community Development Director PLANNING COMMISSION CERTIFICATION ;F ' Recommended for approval this day of by the Wheat Ridge Planning Al Commission. INDEX OF SHEETS = /`~ M1 � Chairperson 1. COVER SHEET b'. ' '+ ' ao- . 2. PRELIMINARY SITE PLAN COUNTY CLERK AND RECORDERS CERTIFICATE 3. PRELIMINARY GRADING PLAN State of Colorado ) .. ) SS County of Jefferson ) LAND USE TABLE VICINITY MAP (NO SCALE) I hereby certify that this plan was filed in the office of QUAIL RUN PROPERTY LEGAL DESCRIPTION the County Clerk and Recorder of Jefferson County at USE ACRES DU DU/ ACRE ACRE Golden, Colorado, at o'clock M. on the RESIDENTIAL AREA 3.62 62% A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST day of A.D., In QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL Y OPEN SPACE/ DETENTION 0.91 16% MERIDIAN, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE Book , Page , Reception No. PARTICULARLY DESCRIBED AS FOLLOWS: SUBTOTALOF RESIDENTIALAREA 4.53 56 12.36 77% TOTAL RIGHT-OF-WAY 1.32 23% BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE JEFFERSON COUNTY CLERK AND RECORDER TOTALS 5.8_5r_5 6 9.57 100% N89037'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A SKYLINE ESTATES FILING NO. 2 CHARACTER OF NEIGHBORHOOD THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILITIZED INFILL AREA ON THE NORTHERNMOST TIP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES. IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS INCLUDING TWO-STORY HOMES WITH TWO -CAR GARAGES. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK. THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE WITH A MEANDERING PATHWAY TO ALLOW RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA AND CREATE COMMUNITY SYNERGY. MATERIALS WILL CONSIST OF PREFINISHED MASONITE LAP SIDING WITH ARCHITECTURALLY CORRECT GABLE VENTS, CORBELS, LENTILS, AND OTHER TRIM DETAILS. COLORS SHALL BE SELECTED FROM PALETTE OF EARTH TONES. COLOR PALETTES WILL BE PREDETERMINED TO AFFIRM A CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 1,200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO EXISTING BUS ROUTES, AND LITE RAIL ON RIDGE ROAD AND OFF-STREET PARKING SPACES. THE DEVELOPMENT WILL PROVIDE ON -STREET PARKING THROUGHOUT ON 53RD COURT, PIERSON COURT, 53RD PLACE AND QUAIL STREET. ODP NOTE: THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. PHASING: THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN CASE HISTORY: CASE # THENCE S00012'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89055'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISIONA DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE N00017'36"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89034'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 105.86 FEET, THENCE N00018'21"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89034'25"W ALONG SAID NORTH LINE A DISTANCE OF 316.39 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE N00015'01"W ALONG SAID EAST LINE OF SAID PROPERTYA DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89037'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16, THENCE N00015'01"W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING, CONTAINING 254,952 SQUARE FEET OR 5.853 ACRES, MORE OR LESS DEVELOPMENT STANDARDS: 1. MAXIMUM HEIGHT: 35 FEET 2. MINIMUMLOTAREA: 3,806SQUAREFEET 3. MINIMUM LOT WIDTH: 50 FEET 4. SETBACKS: 4.1. MINIMUM FRONT YARD SETBACK: TEN(10)FEET 4.2. MINIMUM SIDE YARD SETBACK: FIVE (5) FEET 4.3. MINIMUM REAR YARD SETBACK: TEN (10) FEET 5. MAXIMUM DRIVEWAY WIDTH: TWELVE (12) FEET 6. NET DENSITY: 13.10 DWELLINGS PER ACRE 7. GROSS DENSITY: 9.58 DWELLINGS PER ACRE 8. MINIMUM BUILDING SEPARATION: TEN (10) FEET 9. PARKING: ALL PARKING SHALL BE IN CONFORMANCE WITH SECTION 26-501 OFF-STREET PARKING REQUIREMENTS OF CITY OF WHEAT RIDGE CODE OF LAWS. 10. LANDSCAPING: ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 11. STREET TREES: STREET TREES SHALL BE PLACED EVERY 30' WITHIN THE LANSCAPE BUFFER. THE MINIMUM CALIPER DIAMETER FOR STREET TREES SHALL NO LESS THAN 2.5" 12. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 13. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH SECTION 26-709 SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS: 13.1 RESIDENTIAL SUBDIVISION SIGNS: MAXIMUM SIGN AREA 36 S.F. 14. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26-603 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 15. EXISTING ZONING: A-1. 16. PROPOSED ZONING: PLANNED RESIDENTIAL DEVELOPMENT (PRD). 17. THE PROPOSED DEVELOPMENT LIES OUTSIDE OF THE 100 -YR FLOOD PLAIN. 18. ARCHITECTURAL, SITE, AND STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE ARCHITECTURAL AND SITE DESIGN MANUAL (ASDM) AND STREETSCAPE DESIGN MANUAL. By: Deputy PROJECT INFORMATION OWNER/ DEVELOPER: SCHAL INVESTMENTS, LLC 665 S. DECATUR STREET DENVER, CO 80219 303-818-8187 SUMMER2CLARK@GMAT L.COM CONTACT: SUMMER CLARK ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-598-1171 SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. NC TILITY NOTIFICATION ENTER OF COLORAD 800.922.1987 www.0 ncc.or Know what's below. Call before you dig. CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. JUSTER CIVIL E NG IN E E ftlr4 r- LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com 0 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Revisions Revision# Mark Date Description Checked By: I Drawn By: I Dwg File: Sheet Title COVER SHEET Sheet 1 OF 3 PUD -R PUD -R PUD -1 54TH AVENUE QUAIL RUN RESIDENTIAL DEVELOPMENT OUTLINE DEVELOPMENT PLAN NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO Io 6376 SF I LqI �1 110, I I 0 4297 SF I of I —J 1 1 I 4293 SF of U11 `JI I 4289 SF a GENERAL NOTES 1. TRACT 1 SHALL BE FOR DRAINAGE, GREEN PUBLIC SPACE, ADDITIONAL WATER QUALITY TREATMENT, UTILITY EASEMENT (26' WIDE) AND DRAINAGE EASEMENT AND WILL BE MAINTAINED BY THE HOA. TRACT 1 MAY ALSO BE USED FOR OTHER DEVELOPMENT AMENITIES SUCH AS COMMUNITY GARDENS OR OTHER SUCH USES AT THE HOA'S DISCRETION. 2. TRACT 2 SHALL BE FOR DETENTION POND AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 2 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA BURIED PIPE AND DRAINAGE APPURTENANCES. STORMWATER FLOWS CONVEYED FROM TRACT 2 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 3. TRACT 3 SHALL BE FOR DRAINAGE AND OPEN SPACE AND WILL BE MAINTAINED BY THE HOA. DRAINAGE COLLECTED IN TRACT 3 WILL BE CONVEYED TO THE CITY'S STORMWATER SYSTEM VIA SHEET FLOW PER CURRENT DRAINAGE PATTERN. STORMWATER FLOWS CONVEYED FROM TRACT 3 WILL BE AS ALLOWED PER CITY STANDARDS AND REGULATIONS. 4. TRACT 4 SHALL BE FOR 36' WIDE ALLEY. III 26' FIRE CLEAR ZONE ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING PUD -R NOT TO SCALE 36' R.O.W 26' 2_ 1 26' FIRE CLEAR ZONE 1 ALLEY SECTION B -B NOT TO SCALE 1 I .2 ses°aa�2s los — I 1 I� r I TRACT 1 rl . IM 1 1 I 223 SF gl 7,rV I S88° 55'3fi"W 7 82' NCC TILITY NOTIFICATION ENTER OF COLORAD 800.922.1987 www.uncc.or LEGEND PROPERTY LINE--� EASEMENT ---�-- SECTION LINE CENTER LINE—� SETBACK LINE —��--- PARKING LINE CURB & GUTTER ASPHALT PAVEMENT O CONCRETE SIDEWALK®.. TRACT LAND (OPEN SPACE) DESCRIPTIONS DRIVE 40 20 0 40 40 SCALE: 1" = 40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com [LAI Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Revisions Revision# %Mark Date Description IChecked By: Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2of3 r - E 00 Cn 00 r 0 N L a) E a� U N ca QUAIL RUN RESIDENTIAL DEVELOPMENT OUTLINE DEVELOPMENT PLAN LEGEND PROPERTY NORTHWEST QUARTER OF SECTION 16, EASSEMENTLINE --__-- TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.SECTION LINE, CENTERLINE — CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO SETBACK LINE ------ PARKING LINE CURB & GUTTER EXISTING CONTOUR JNCC TILITY NOTIFICATIO ENTER OF COLORAC 800.922.1987 www.uncc.org PROPOSED CONTOUR 40 20 0 40 40 SCALE: 1 " = 40' ALL DIMENSIONS SHOWN ARE U.S. SURVEY FEET Know what's below. 0811 before you dig. CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YOU DIG, GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. CI'V'IL ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.com Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO -.41111 Checked By: Drawn By: Dwg File: Sheet Title Grading Plan Sheet 3of3 NW CORNER SECTION 16 #5 REBAR WITH 3.25" BRASS CAP LS 13212 CONFORMS WITH MONUMENT RECORD 7/6/06 589'41'45"W 2662.10' N 1/4 SECTION 16 20.00' WITNESS CORNER #6 REBAR WITH 3.25' ALUMINUM CAP LS 19003 CONFORMS WITH MONUMENT RECORD 3/20/03 I NW 1/4 OF SECTION 16 T3S, R69W, 6TH P.M. N89'37'16"E 2660.64' W 1/4 SECTION 16 #6 REBAR NTH 3.25" BRASS CAP LS 13212 CONFORMS WITH MONUMENT RECORD 4/26/05 4 NORTH SCALE: 1" = 200' 0 50 200 400 I W. 54TH A VE. BASIS OF BEARINGS N89'32'47"E 5319.05' S 1/4 SECTION 16 #6 REBAR WITH 3.25' BRASS CAP LS 13212 CONFORMS WITH MONUMENT RECORD 10/31/11 PARCEL DESCRIPTIONS PARCEL 1: (PER DEED RECORDED 10/30/02 AT RECEPTION NO. F1597193) NORTH 350 FEET OF THE NEST 14 ACRES OF THE SE '6 OF THE NW 1A OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 67H P.M., TOGETHER WITH ALL WATER RIGHTS, DITCH AND DITCH RIGHTS, ERESERVOIR AND RESERVOIR RIGHTS APPURTENANT THERETO, INCLUDING 1-1/4 INCHES OF WATER FROM THE WANAMAKER DITCH, AND TOGETHER WITH THE RIGHT TO USE A ROADWAY A STRIP OF LAND 15 FEET WIDE (EXCLUSIVE OF DITCHES) ALONG THE WEST SIDE OF THE SE A OF THE NW A AND THAT PART OF THE NORTHEAST 'k OF THE SOUTHWEST 34 NORTH OF RIDGE ROAD. COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 2: (PER DEED RECORDED 8/7/90 AT RECEPTION NO. 90047858) THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M.. EXCEPT THE NORTH 350 FEET AND THE SOUTH 100 (160) FEET THEREOF. TOGETHER WITH AN EASEMENT FOR ROADWAY 15 FEET WIDE, EXCLUSIVE OF DITCHES OVER AND ACROSS THE WEST 15 FEET OF THE SOUTHEAST 1/4 NORTHWEST 1/4 EXTENDING SOUTHWARD TO THE RIDGE ROAD FOR INGRESS AND EGRESS TO THE PROPERTY HEREIN CONVEYED FOR ALL PURPOSES, COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 3: (PART OF DEED RECORDED 11/15/10 AT RECEPTION NO. 2010101910) PART OF THE SOUTH 150 FEET OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SOUTHEAST 1/4 OF THE NORTHWEST 1/4 OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO, EXCEPT THE WEST 40 FEET THEREOF. SURVEYOR'S DESCRIPTION: A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, BEING PART OF THE PROPERTY DESCRIBED IN DEED RECORDEDNOVEMBER 15, 2010 AT RECEPTION NO. 2010101910, COUNTY OF JEFFERSON, STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID PROPERTY AT RECEPTION NO. 2010101910; THENCE S89'3425V ALONG THE SOUTH LINE OF SAID PROPERTY AT RECEPTION NO. 2010101910 A DISTANCE OF 105.85 FEET; THENCE N00'1821 W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH LINE OF SAID PROPERTY; THENCE N89'3425E ALONG SAID NORTH UNE A DISTANCE OF 106.01 FEET TO A POINT ON THE EAST UNE OF SAID PROPERTY; THENCE SOO.1501E ALONG SAID EAST LINE A DISTANCE OF 160.00 FEET TO THE POINT OF BEGINNING; COUNTY OF JEFFERSON, STATE OF COLORADO. PARCEL 4: (PER FIDELITY NATIONAL TITLE INSURANCE COMPANY REPORT NO. F0598553-122-VOO. DA'EC 12/5/17) A STRIP OF LAND LYING BETWEEN THE WEST 14 ACRES AND THE EAST 26 ACRES OF THE SE1/4 NW1/4 , EXCEPT THE SOUTH 381.4 FEET, SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., COUNTY OF JEFFERSON, STATE OF COLORADO. SURVEYORS DESCRIPTION A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON,STATE OF COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89'37'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF TRACT A. SKYLINE ESTATES FILING NO. 2 ; THENCE S00'12'24"E ALONG THE WEST UNE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 937.27 FEET TO THE NORTHEAST CORNER OF QUAIL RIDGE ESTATES RESUBDIVISION; THENCE S89'55'36"W ALONG THE NORTH LINE OF SAID RESUBDIVISIONA DISTANCE OF 7.82 FEET TO A POINT ON THE EAST LINE OF THE WEST 14 ACRES OF THE SAID SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16; THENCE NDO'17'35"W ALONG SAID EAST LINE A DISTANCE OF 277.94 FEET TO A POINT AT THE SOUTHEAST CORNER OF THE NORTH 7 ACRES OF THE SAID WEST 14 ACRES; THENCE S89'34'25"W ALONG THE SOUTH LINE OF SAID NORTH 7 ACRES A DISTANCE OF 105.86 FEET; THENCE NDO'18'21"W A DISTANCE OF 160.00 FEET TO A POINT ON THE NORTH UNE OF THE SOUTH 160.00 FEET OF THE SAID 7 ACRES; THENCE S89'34'25"W ALONG SAID NORTH LINE A DISTANCE OF 316.39 FEET TO A POINT ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE NOO'15'01"W ALONG SAID EAST LINE OF SAID PROPERTY A DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89'37'16"W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TO A POINT ON THE THE NORTH -SOUTH CENTERLINE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE N00'15'01"W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF BEGINNING; CONTAINING 254.952 SQUARE FEET OR 5.853 ACRES. MORE OR LESS E 1/4 SECTION 1 #6 REBAR WITH 3.25" ALUMINUM CAP LS 23524 CONFORMS WITH MONUMENT RECORD 3/27/06 NOTES: 1. FIDELITY NATIONAL TITLE INSURANCE COMPANY DOCUMENTS, PARCEL 1: 598 -F0590635 -122-V00, AMENDMENT NO. 1 DATED NOVEMBER 30, 2017; PARCEL 2: 598-FO590630-122-V00, AMENDMENT NO. 1 , DATED NOVEMBER 30, 2017; PARCEL 3: 598-FO599053-122-VOD, DATED DECEMBER 12. 2017; PARCEL 4:TITLE REPORT NO. F0598553-122-VOO, DATED DECEMBER 5, 2017, WERE ENTIRELY RELIED UPON FOR RECORDED INFORMATION REGARDING RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES IN THE PREPARATION OF THIS SURVEY. 2. BASIS OF BEARINGS: N89'32'47"E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SHOWN HEREON. 3. BENCHMARK: NGS "0 165", PID: KK0639, ELEVATION = 5403.59' (NAVD 88 DATUM). 4. LINEAL UNITS USED ARE U.S. SURVEY FEET. 5. THE CLIENT DID NOT REQUEST THAT RECORDED RIGHTS-OF-WAY, EASEMENTS AND ENCUMBRANCES BE RESEARCHED AND THEY ARE NOT SHOWN ON THIS SURVEY AND ARE NOT A PART OF THE SURVEYOR'S STATEMENT SHOWN HEREON. 6. UTILITY LOCATIONS AND PIPE SIZES SHOWN ARE FROM THE BEST INFORMATION AVAILABLE FROM U71UTY COMPANIES AND MUNICIPAUTES, AND THIS OFFICE CAN NOT ACCEPT RESPONSIBILITY FOR THEIR ACCURACY. UNDERGROUND UTILITY CONNECTIONS FOR WHICH THERE ARE NO PUBLIC RECORDS READILY AVAILABLE ARE NOT SHOWN. FOR SPECIFIC LOCATIONS DURING CONSTRUCTION CALL THE U71UTY NOTIFICATION CENTER OF COLORADO AT 1-800-922-1987. 7, PROPERTY IS LOCATED IN ZONE "X" (AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN) PER FLOOD INSURANCE RATE MAP FOR JEFFERSON COUNTY, COLORADO AND INCORPORATED AREAS, MAP NUMBER OB059CO211F, REVISED FEBRUARY 5, 2014. B. ALL RIGHT-OF-WAY AND LOT AND BLOCK INFORMATION FOR NEIGHBORING PLATTED PROPERTIES WAS TAKEN FROM THE FOLLOWING: QUAIL RIDGE ESTATES RESIBDIISION, RECORDED AT RECEPTION NO. 2015098618, 9/16/15, SKYLINE ESTATES RUNG NO. 1, RECORDED AT RECEPTION NO. F0988759, 12/9/99, SKYLINE ESTATES FILING NO. 2, RECORDED AT RECEPTION NO. F1816752, 7/25/03, AND SKYLINE ESTATES FILING NO. 2, FIRST AMENDMENT, RECORDED AT RECEPTION NO. 2006123537, 10/12/06. 9. THIS PLAT WAS PREPARED FOR THE EXCLUSIVE USE OF PERSONS NAMED IN THE STATEMENT HEREON. SAID STATEMENT DOES NOT EXTEND TO ANY UNNAMED PERSON WITHOUT AN EXPRESS STATEMENT BY THE SURVEYOR NAMING SAID PERSON. 10. NOTICE: ACCORDING TO COLORADO LAW YOU MUST COMMENCE ANY LEGAL ACTION BASED UPON ANY DEFECT IN THIS SURVEY WITHIN THREE YEARS AFTER YOU FIRST DISCOVER SUCH DEFECT. IN NO EVENT MAY ANY ACTION BASED UPON ANY DEFECT IN THIS SURVEY BE COMMENCED MORE THAN TEN YEARS FROM THE DATE OF THE SURVEYOR'S STATEMENT SHOWN HEREON. SURVEYOR'S STATEMENT I, JOHN P. EHRHART, A DULY REGISTERED LAND SURVEYOR, LICENSED IN THE STATE OF COLORADO, HEREBY STATE FOR AND ON BEHALF OF EHRHART LAND SURVEYING, LLC, TO SUMMER CLARK THAT A SURVEY OF THE ABOVE DESCRIBED PREMISES WAS CONDUCTED BY ME OR UNDER MY DIRECT SUPERVISION, RESPONSIBILITY AND CHECKING ON OR AROUND NOVEMBER. 2017: THAT SAID SURVEY AND THE ATTACHED PRINT HEREON WERE MADE IN SUBSTANTIAL ACCORDANCE WITH C.R.S. 38-51-106 "LAND SURVEY PLAY". ,NNN1x�NN. Pl 'a 12115/170 z JOHN P EHRHART 29414 COLORADO P.L.S. #29414 EHRHART LAND SURVEYING, LLC P.O. BOX 930, ERIE, COLORADO 80516 agW4L.LP1A PHONE: (303) 828-3340 A DETAIL 1 I W. 54TH AVE. n 1 RIGHT OF WAY VARIES �& II'lllt k�_ _ —_ rn w MPI ! .`5¢ - - - TRACT 0 - 111 83_, I 24" BOX �> SKYLINE ESTATES IE 54795' 'x NW 1/16 CORNER OF SECTON'16 15gg0' FILING NO. 1 lb SET SET f5 REBAR PATH � ALUMINUM CAP LS 29414 - _5 '/ "E 471.14'- 462-Q I ` #4 REBAR WITH COLLAR ILLEGIBLE CEZ 945 2.8'(S) IIE=5541 / I PLASTIC CAP LS 12438 6" PVC \ \I �j II ,�) I`I\ ` 5480 i1 i E=5479.3'=%'r / /.°�' / 6.74' I I TRACT A IE=5479.8' i1\ IIII I"Y j ' cj490 ' Irl I LOT 16 jll �1 1\ LOT 15 \ ihlI --`�__ TREES x I � � TREES TREES 1' //�j/ PARCEL l i 5A15 ~TREES' III -- - - Y N - — N LOT 14 PARCEL 4 I 4IC 12 d I - � `TREES TREES I . LOT 13 II' ' TREES a I Ili I n RE;; . I` 1111 TREES i 3 LOT 12 If N89'38'23"E 962.40'' I /IIII - 41 , LOT 11 PARCEL 2 `-,_ � � - LOT 10 v� 589'37'16"W III I/ 589'34'25"Wx 'x \189-34'2,5-E' 106.01' I Z_ III I y0-' a6 i H I LOT 9 0 PAN GOES UNDERG10110 a.PARCEL 3 _ I I LOT 8 —PAN GOES UNDERGROUND Of / TREES I i2 TREES/ ' -105.86' /105.86. 589'34'25"W { _ I I IIII. i I LOT 7 DEED TO JEFFERSON COUNTY .} REC 572675. 4/6/54 I NS REBAR WITH YELLOW PLASTIC CAP LS 19003 I as„ SEE DETAIL 1 SEE DETAIL 2 l 0FOUND MONUMENT AS DESCRIBED O SET p5 REBAR AND 1.25" YELLOW PLASTIC CAP, EHRHART LS 29414 DETAIL 2 SECTION CORNER LOT 7 (P) PLATTED DISTANCE (M) MEASURED DISTANCE a5 REBAR WITH `ELLOW PLASTIC CAP LS 19003 X5107.3 SPOT ELEVATION © SEWER CLEANOUT I I DRAIN INLET LOT fi I FLARED END SECTION b CULVERT I FIRE HYDRANT S�ge2 WATER VALVE OD STORM MANHOLE I LOT 5 OS SANITARY MANHOLE 1 N © GAS METER I _ 2 3- WATER METER 2 F ® WATER SPIGOT r' h W - ® ELECTRIC METER LOT 4 p kl E -Z c5 1� i I my [T TELEPHONE PEDESTAL "V -G- GAS LINE Ias 3, y -W- WATER LINE REBAR NO CAP H -E- UNDERGROUND ELECTRIC UNE gs REBAR VA 1. ORANGE -OHE- OVERHEAD ELECTRIC UNE PLASTIC CAP LS 36561 LOT 3 -S- SANITARY UNE p 589'55'36"W -SD- STORM LINE I I 0 —X— FENCE I I LOT 2 POWER POLE —3 GUY ANCHOR DITCH I --_ --CT— SIGN a Sq, 4 MAIL BOX I 36" CMP I-�I-�- IE=5444.9'--------- UNKNOWN RISER/UTILITY III LOT 1 �j BUILDING/WOOD DECKING I I III I � III I III L16 LOT I o III LOT yhW mea ,••, I I x ------------------/ E6 5443.e L LOT 3 OT 4 I\ \� 36" CMP I IE=5441.1' 3-18" RCP'S k 3" CMP E6 5442.4' — IE=5441.3'(CENTER) ^ l ------ 4 NORTH SCALE: 1" = 40' 0 20 40 80 QUAIL RUN ZONE CHANGE REQUEST FROM A-1 to PRD SCHAL Investments, LLC proposes to rezone properties currently known as 5372-5392 Quail Street and two adjoining parcels from Zone A-1 to PRD. This proposed development will feature unique character with a variety of architectural designs in homes ranging from 1,200 to 3,000 square feet, with garages, off-street parking, and ample on -street parking. Homes will be comprised of 12 two-story single family detached homes, and 44 two to three story townhomes. Home sites one through twelve will have a front door entrance off of Pierson Court and 53rd Court with a backyard for private open space. Townhome sites one through six propose to have a central landscaped open space between them with meandering pathway for residents to enjoy the natural beauty of the area and create community synergy. This also provides for front door access and a ground level patio for outdoor private space. The aim of the "Quail Run" development is to bring quality housing to Wheat Ridge in an effort to renew aging housing and outdated agricultural habitats, while encouraging new homeownership opportunities for urban commuters frequenting the new RTD Gold -Line lite rail that sits about a quarter of a mile away from the project. The planned residential development will enhance an under utilized infill area on the northernmost top of a peninsula in Wheat Ridge surrounded by Arvada neighborhoods to the east, north and a future neighborhood to the west. Quail Run will provide pedestrian connectivity and interaction with the surrounding communities. It will serve as a transitional neighborhood designed to allow buffering and density transition from the Skyline Estates neighborhood to the east and north, and for higher density multifamily uses to the west. NEIGHBORHOOD HISTORY The proposed PRD is not in any specific subdivision, though the Jefferson County Assessor's office calls our neighborhood: Neighborhood: 2320 - APPLERIDGE ESTATES, STANDLEY HEIGHTS, WR GARDN Fyan uwcu& igM d.' 5ft A& w —MonwiodWed Rainbow Rdolle GoldenFalmroun 9,9N Irr' C I ` Meda Verde �y$1c Am t4 59N Art Our neighborhood description is still referenced in metes and bounds originating through deeds from Anna Nelson, a believed descendent of E.G. Tost who received the initial deed to the land from the State of Colorado on May 15, 1885. Anna Nelson received deed from E.G. Tost on July 25, 1920 as follows: Page 1 of 4 "The West (W.) fourteen (14) acres of the Southeast (S.E.) quarter of the Northwest (N.W.) Quarter of Section Sixteen (16), Township Three (3) South, Range Sixty-nine (69) West (W.) of the 6th P.M. subject to easements of County roads and the right-of-way of the Colorado and Southern Railway Company, together with Five(5) shares of stock in the Wannamaker Ditch Company." Today approximately 6 acres of these 14 acres are proposed for the Planned Residential Development of 23 fee simple lots containing 56 units as referenced in the attached Preliminary Plat Plan. NEIGHBORHOOD ANALYSIS The subject neighborhood sits close to the new RTD Gold Line not far from the Gold Line Ward Station and uniquely among residential and mixed use industrial and commercial areas within a 1/4 mile span. REZONING The RTD -Gold Line is one of the drivers for rezoning the properties due to the area's "Ward G Line Station Vision" resulting from ten years of planning and citizen support. Current market conditions and updated planning objectives around the RTD Ward Station area within a half mile radius result in a potential TND opportunity for the land bordering west of the "Quail Run" project. Below is the "Schematic of plans for Transit -Oriented Development north of I-70" which details the desired changes for the area that positions it to be... "the premier location in the metro area for Page 2 of 4 outdoor recreation focused companies and employers utilizing the concept of co -working spaces that fosters a shared working environment." (Quote from City Manager's Column, "Connections" publication from the City of Wheat Ridge, Issue 60, Fall/Winter 2016) As referenced below, Quail Run sits at a unique juncture between traditional single family housing to the east and north transitioning to high density apartment complexes, duplexes, patio homes, and single family homes to the west (i.e. "Haskins Station" for which formal application is being submitted to the City of Arvada to develop this open land bordering west and southwest of the proposed Quail Run project.) The RTD Gold -Line Lite Rail sits less than 1,200 feet to the south of Quail Run and the Ward G Line Station is just over a quarter mile away via Ridge Road. � '•car a � V C-A�►7f vr¢ s—� '1 } r+y Schematic of plans for Transit -Oriented Development north of 1-70 PUBLIC UTILITIES ■;eu Tp • Water: Quail Run will be serviced by Valley Water District. Page 3 of 4 Sewer: Fruitdale Sanitation District could service this project area, though Clear Creek Valley Sanitation has also agreed to service Quail Run insomuch as they service the new Remington "Quail Ridge" development directly south of the proposed Quail Run development. • Gas/Electric: Xcel Energy • Telecommunications: Comcast/Xfinity PRESENT AND FUTURE EFFECT ON PUBLIC FACILITIES AND SERVICES The agricultural properties represented in Quail Run for development are serviced with older private wells and septic systems. The new proposed development would create a safer and healthier environment for suburban community living eliminating concerns for fire or sanitary health in the neighborhood. Adhering to the fire code, hydrants will be installed every 300 feet throughout Quail Run, and serviced by Valley Water District from 54th Avenue bordering the project to the north. Sanitation lines would replace the septic systems. An extended detention basin will be designed to capture storm water runoff following historic overall drainage patterns that flow into an existing drainage basin easement bordering east and flowing southeast of Quail Run. Quail Run adds sidewalks and a bicycle lane while also increasing transportation connections by creating new roadways within the development and opening the area to connect with 541h Avenue and Ridge Road via Quail Street. A dedicated open space with meandering walkway centrally located within Quail Run in addition to landscaping throughout are planned to cultivate natural beauty and preserve a park like presence within the development. Due to its size, this development may enhance the Jefferson County School District with some students, and is not considered to bring an impact of concern to the district. Based on the Quail Run Traffic Generation Report, this development does not add significant traffic that would negatively effect the neighborhood. In summary, the requested zone change and proposed development embraces the City of Wheat Ridge's larger long-term vision as presented in its comprehensive plan by enhancing the quality of the established neighborhoods while increasing housing options within a plan designed for the creation of a healthy and active community. Page 4 of 4 TRAFFIC GENERATION REPORT Quail Run Development r -lie, •y PREPARED BY: Juster Civil Engineering LLC iz/iS/zoi7 Traffic Generation Report City of Wheat Ridge Jefferson County, Colorado December 15, 2017 Prepared by Sorin Juster, P.E., P.T O.E. for.- Quail or: Quail Run Development tiE OF CDL 5~!� SORIN .y JUSTER 39493 j•. x. 12-1 -2017 JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 INTRODUCTION 1.1 Juster Civil Engineering (JCE) prepared this Traffic Generation Report for the proposed Quail Run Development located in the City of Wheat Ridge, Colorado. The report is a required submittal for the Outline Development Plan (ODP). The purpose of the study is to determine the traffic generated by the proposed development. Quail Run development will be located south- east of the corner of 54th Avenue and Quail Street, on approximately 5.85 acres of land. Development consists of twelve single, detached, residential family lots and eleven quad multi -family (townhomes) lots. A location map of the study area can be seen in Figure 1. Figure 2 shows the proposed site layout. 1.2 Executive Summary • Site generated trips for the proposed development were calculated using the following manual: Site generated trips — ITE Trip Generation Manual, 9`n Edition, 2012. • Variables used were: o Weekday AM Peak Hour for Adjacent Street Traffic, One hour between 7-9 AM o Weekday PM Peak Hour for Adjacent Street Traffic, One hour between 4-6 PM o Weekday Daily Trip Generation STUDY RESULTS 2.1 A summary of the traffic generated by the proposed Quail Run development can be seen in Table 1. Total weekday AM Peak Hour for Adjacent Street Traffic, one hour between 7-9 AM is 38 trips. Total weekday PM Peak Hour for Adjacent Street Traffic, one hour between 4-6 PM is 46 trips. Total Weekday Daily Trip Generation is 298 trips. Table 1- Trip Generation Table Daily Trip Generation ITE Average Daily Trip Distribution Total Daily Trips Code/Page Lot Land Use Size Units Rate Trips Enter Exit Enter Exit •232/427 QD 1.11 High Rise Residential Condominium 44 Dwelling Units 4.18 184_ 58% 42% 107_ 77 210/296 1-11 Single Family Detached Housing 12 Dwelling Units 9.52 114 50% 50% 57 57 Total 298 164 134 • Data for daily trip generation for Low Rise Residential Condominium Townhouse is not available. High Rise Condominiums daily rate was used as similar use substitute AM Peak Hour Trips ITE AM Peak AM Peak Internal Internal Net Peak AM Distribution Total AM Trips Cade/Page Lot Land Use Size Units Ave. Rate Trips Trin Rate Tris Hour Trips Enter Exit Enter Exit 231/422_ QD1-11Low Rise Residential Condominium Townhouse 44 Dwelling Units 0.67 29 G% 0 29 25% 75% 7 22 210/297 1-11 Single Family Detached Housing 12 Dwelling Units 0.75 9 im - 9 25% 75% 7 Total 38 38 29 PM Peak Hour Trips ITE PM Peak PM Peak Internal Internal Net Peak PM Distribution Total PM Trips Code/Page Lot Land Use Size Units Ave. Rate Trips Trip Rate Trips Hour Trips Enter Exit Enter Exit 231/423 QD 1-11 Low Rise Residential Condominium Townhouse 44 Dwelling Units 0.78 34 07i 0 34 58% 42% 20 �. !q 210/298 1-11 Single Family Detached Housing 12 Dwelling Units 1 12 011 0 12 63% 37% 8 4 Total 46 46 2N 18 fl r . r.-• - - At OL 94 : y � Isr' w 4t .0 ' - _. :. .-i - _�� i •fir �� - _ -. -{y+4 f I � `J� z 4 •� � i r h • � �L■ 7� � is r ~� i r.- . FIGURE 2 54TH AVENUE r----, r------ 9300 SF I ` I nF 14650 SF I 14650 SF 4592 SF I I I I f l _J �____J L_J L—J Lam, 53RD COURT 53RD COURT F —(D7 3806 SF I Q i 1 I LJ r„ 5:53 SFI L_,,_._J 1 4299 SF 1 L—,—J r ---(g 1 4297 SF I L_ _J F oD 4295 SF 1 L I 4293 SF I LJ r-- o)i 4291 SF L_�J 4289 SF I L— —J f-9 r--- 9300 9300 SF i I 1 L_—J i 9300 SF cr I I I I o L --J L --J J_ I Q5 I Q D--�---� I Q2 I 9300 SF i _ i 9300 SF I I SF I L_—J L --J 53RD COURT F —(D7 3806 SF I Q i 1 I LJ r„ 5:53 SFI L_,,_._J 1 4299 SF 1 L—,—J r ---(g 1 4297 SF I L_ _J F oD 4295 SF 1 L I 4293 SF I LJ r-- o)i 4291 SF L_�J 4289 SF I L— —J 9300 SFr i 9300 SF k I 1 L_—J 1 I I L 53RD COURT F —(D7 3806 SF I Q i 1 I LJ r„ 5:53 SFI L_,,_._J 1 4299 SF 1 L—,—J r ---(g 1 4297 SF I L_ _J F oD 4295 SF 1 L I 4293 SF I LJ r-- o)i 4291 SF L_�J 4289 SF I L— —J DUSTER CIVIL ENGINEERING LLC December 15, 2017 Mr. David F. Brossman, PLS Development Review Engineer 7500 W. 29th Avenue Wheat Ridge, CO 80033 Re: Preliminary Drainage Letter for Quail Ridge Development (54th Avenue & Quail Street) Juster Civil Engineering LLC (JCE) Project No.: 1712001 Dear Mr. Brossman, This letter outlines our proposed approach to the UDFCD Four -Step Process and provide Detention, for the proposed Quail Run Residential development near the intersection of 54th Avenue and Quail Street. Our review of City of Wheat Ridge Site Drainage Requirements indicates that the project will be required to provide treatment forthe Water Quality Capture Volume (WQCV), Excess Urban Run-off Volume (ERV) and 100 -year detention. For preliminary planning purposes, the preliminary design includes an Extended Detention Basin (EDB) and will be designed to provide Full Spectrum Detention. The EDB will be the primary structure onsite to meeting water quality and quantity requirements. As a Full Spectrum Detention facility, the EDB will provide detention facilities sized to provide 100 -year detention volume, WQCV volume and ERV volume. The calculations for the preliminary design have utilized suggested methods outlined in the Urban Drainage and Flood Control District (UDFCD) Manual for sizing the ponds. The Soils, based on the Web Soil Survey are Nunn Clay Loam which is Hydrologic Soil Group C and have a low infiltration rate that is less than 1"/hour. Percolation test results are not available at this time but will be accounted for the final design stage of the project to confirm the infiltration capacity of the EDB. The property is bordered on the west by Wannamaker irrigation ditch and a currently undeveloped land, on the north by 54th Avenue, on east by Skyline Estates residential development and on the south by an undeveloped acreage. The proposed site contains approximately 5.85 acres of developable area, including the detention pond. It is important to note that although the current site is only 5.85 acres, the detention pond was sized to accommodate future run-off routing for the Joel and Dawn Lubker property. This brings the total tributary area for pond design to 7.1 acres. 12708 Deer Creek Dr., Omaha, NE 68142. Phone: (402) 598-1171 - justercec@gmail.com DUSTER CIVIL ENGINEERING LLC The existing site drains from the north-west corner to the south-east corner and the proposed site grading will keep the same overall drainage pattern. There is no exterior run-off draining into the site. There is a ridge along the west side of the property and the run-off drains west of that ridge. 54tH Avenue on the north side channels run-off to the east. There is a 20 feet wide drainage easement with a concrete lined channel all along the east side of the proposed site. Over time, some of the properties along the drainage easement have enclosed the open channel by placing a pipe and filling the channel in. This channel was originally designed to intercept sheet flow run-off from the proposed site. The property is not in a flood hazard zone. The proposed development will subdivide the property into lots for the construction of 12 single family homes and 11 multi -family quad units. Primary access to the development will be from Quail Street located on the west side of the property. Quail Street will be connected to the north to 541h Avenue and it is currently connected at the south end to Ridge Road. The proposed development will feature one Water Quality, ERV/ Detention Pond. As mentioned above, the pond will capture storm runoff from all proposed site. A swale will be constructed parallel with the east side of the property to facilitate capture of almost 100% of the site run-off and run route it through the pond. Pond outlet control structure was designed using the spreadsheets from Urban Drainage and Flood Control District (UDFCD) Manual. Run-off discharge from the pond, using a 12" diameter pipe, will connect to the existing channel located within the drainage easement. Depending on the actual joint location a manhole will be constructed at that location to act as a joint for the existing north -south channel. From the pond will maintain or reduce existing flows in the drainage channel. An agreement will be reached with the properties affected by the construction of the manhole structure. Water Quality treatment of runoff is fully provided within the pond. Additional Low Impact Development Practices will be provided by the grass swales formed along the east property line and between the houses. Additional opportunities for Low Impact Development opportunities and water quality treatment will be explored during final design which includes the open space located in the middle of the site. The interior drainage swales will be designed to be stable based on velocities in the drainageways. It is anticipated that these areas will be stabilized as grass waterways and at slopes to provide a stable grass channel. Non -impervious open space will be available as drainage paths and will also allow for impervious area to discharge to, such as roofs, which aids in long-term source control. The ERB will be designed with a forebay to provide adequate long-term maintenance of the system. All pond, rational method and pond discharge structure calculations are shown in the attached exhibit A detailed pond grading plan and east swale is provided as part of the ODP plans. 12708 Deer Creek Dr., Omaha, NE 68142. Phone: (402) 598-1171 - justercec@gmail.com DUSTER CIVIL ENGINEERING LLC In conclusion, the proposed development will provide treatment for water quality, stormwater detention and ERV that meets City of Wheat Ridge criteria. The controlled release rates will assist in mitigation discharge into the existing concrete open channel. Sincerely, 31d2G;f' qe-'�a� Sorin Juster, P.E. Owner Attachments 12708 Deer Creek Dr., Omaha, NE 68142. Phone: (402) 598-1171 - justercec@gmail.com Required Volume Calculation Selected BMP Type = Watershed Area = Watershed Length = Watershed Slope = Watershed Imperviousness = Percentage Hydrologic Soil Group A = Percentage Hydrologic Soil Group B = Percentage Hydrologic Soil Groups CID = Desired WQCV Drain Time = Location for 1 -hr Rainfall Depths = Water Quality Capture Volume (WQCV) = Excess Urban Runoff Volume (EURV) = 2 -yr Runoff Volume (P1 = 0.78 in.) = 5 -yr Runoff Volume (P1 = 1.04 in.) = 10 -yr Runoff Volume (P1 = 1.28 in.) = 25 -yr Runoff Volume (P1 = 1.63 in.) = 50 -yr Runoff Volume (P1 = 1.91 in.) = 100 -yr Runoff Volume (P1 = 2.21 in.) = 500 -yr Runoff Volume (P1 = 2.98 in.) = Approximate 2 -yr Detention Volume = Approximate 5 -yr Detention Volume = Approximate 10 -yr Detention Volume = Approximate 25 -yr Detention Volume = Approximate 50 -yr Detention Volume = Approximate 100 -yr Detention Volume = 0.150 acres ft ft/ft percent percent percent percent hours acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet acre-feet EDB 710 600 0.039 65.00% 0.0% 0.0% 100.0% 40.0 Wheat Ridge 0.150 0.446 0.277 0.416 0.540 0.768 0.938 1.145 1.632 0.260 0.392 0.472 0.562 0.602 0.679 Stage -Storage Calculation Zone 1 Volume (WQCV) = 0.150 acre-feet Zone 2 Volume (EURV - Zone 1) = 0.296 acre-feet Zone 3 Volume (100 -year - Zones 1 & 2) = 0.234 acre-feet Total Detention Basin Volume = 0.679 acre-feet Initial Surcharge Volume (ISV) = 200 ftA3 Initial Surcharge Depth (ISD) = 0.33 ft Total Available Detention Depth (Hm„ 1) = 5.00 ft Depth of Trickle Channel (HTC) = 0.50 ft Slope of Trickle Channel (STC) = 0.005 ft/ft Slopes of Main Basin Sides (S—in) = 3 H:V Basin Length -to -Width Ratio (RL w) = 2 Initial Surcharge Area (A,sv) = 606 ftA2 Surcharge Volume Length (L,sv) = 24.6 ft Surcharge Volume Width (W,sv) = 24.6 ft Depth of Basin Floor (HFIOOR) = 0.34 ft Length of Basin Floor (LFLooR) = 93.2 ft Width of Basin Floor (WFLOOR) = 58.4 ft Area of Basin Floor (AFFopR) = 5,446 ftA2 Volume of Basin Floor (VFIooR) = 887 ftA3 Depth of Main Basin (HMAiN) = 3.83 It Length of Main Basin (LMAIN) = 116.2 ft Width of Main Basin (WMAIN) = 81.4 ft Area of Main Basin (AMAIN) = 9,462 ftA2 Volume of Main Basin (VMAiN) = 28,212 ftA3 Calculated Total Basin Volume (Vto,,,) = 0.680 acre-feet Data used to determine size of ponding area per Urban Drainage Spreadsheet Optional User Override 1 -hr Precipitation inches inches inches inches inches inches inches UD-Detention_v3.07 Quail Ridge.xlsm, Basin 12/13/2017. 12:58 PM Depth Increment =l 0.5 Ift Stage - Storage Description Stage ft Optional Override Stage iftj Length (ft) Width ft Area (ftA2) Optional Override Area Area ft^2, (acre) Volume tff31 Volume ac -ft) Top of Micropool 0.00 24.6 24.6 606 0.014 ISV 0.33 24.6 24.6 606 0.014 194 0.004 0.50 24.6 24.6 606 0.014 297 0.007 1.00 57.1 40.6 2,319 0.053 723 0.017 Floor 1.17 91.6 57.6 5,278 0.121 1,352 0.031 1.50 95.2 60.4 5,743 0.132 3,196 0.073 2.00 98.2 63.4 6,219 0.143 6,186 0.142 Zone 1 (WQCV) 2.05 98.5 63.7 6,277 0.144 6,561 0.151 2.50 101.2 66.4 6,722 0.154 9,485 0.218 3.00 104.2 69.4 7,234 0.166 12,974 0.298 3.50 107.2 72.4 7,764 0.178 16,723 0.384 Zone 2 (EURV) 3.84 109.3 74.5 8,135 0.187 19,425 0.446 4.00 110.2 75.4 8,312 0.191 20,741 0.476 4.50 113.2 78.4 8,878 0.204 j 25,038 0.575 Zone 3 (100 -year) 5.00 116.2 81.4 9,462 0.217 29,622 0.680 5.50 119.2 84.4 10,064 0.231 1 34,502 0.792 UD -Detention -v3.07 Quail Ridge.xlsm, Basin 12/13/2017, 12:59 PM O Q D (D ly N (D C 0 n 0 0 (D N Q U) 3 (D (D r -- Routed Hydrograph Results Design Stone Return Period One -Hour Rainfall Depth (in) Calculated Runoff Volume (acre -fl) OPTIONAL Override Runoff Volume (acre -ft) Inflow Hydrograph Volume (acre -ft) Predevelopment Unit Peak Flow, q (cfs/acre) Predevelopment Peak Q (cfs) Peak Inflow Q (cfs) Peak Outflow Q (cfs) Ratio Peak Outflow to Predevelopment Q Structure Controlling Flow Max Velocity through Grate 1 (fps) Max Velocity through Grate 2 (fps) Time to Drain 97% of Inflow Volume (hours) Time to Drain 99% of Inflow Volume (hours) Maximum Ponding Depth (ft) Area at Maximum Ponding Depth (acres) Maximum Volume Stored (acre -ft) WQCV EURV 2Year 5Year 10 Year 25 Year 50 Year 100 Year 500 Year 0.53 1.07 0.78 1.04 1.28 1.63 1.91 2.21 2.98 0.150 0.446 0.277 0.416 0.540 0.768 0.938 1.145 1.632 0.150 0.446 0.276 0.415 0.539 0.767 0.938 1.145 1.632 0.00 0.00 0.01 0.12 0.35 0.88 1.20 1.60 2.50 0.0 0.0 0.1 D.9 2.5 6.2 8.5 11.4 17.7 3.3 9.7 6.0 9.0 11.7 16.6 20.2 24.6 34.9 0.1 0.1 0.1 0.1 0.9 4.8 7.7 8.2 9.3 N/A N/A N/A D.2 0.3 0.8 0.9 0.7 0.5 Plate Plate Plate Plate Overflow Grate 1 Overflow Grate 1 Overflow Grate 1 Outlet Plate 1 Outlet Plate 1 N/A N/A N/A N/A 0.2 1.0 1.7 1.8 2.1 N/A N/A N/A N/A N/A N/A N/A N/A N/A 37 66 53 64 6865 64 61 57 40 70 56 68 72 71 71 70 68 1.99 3.74 2.79 3.58 4.08 4.55 4.80 5.25 6.57 0.14 0.18 0.16 0.18 0.19 0.20 0.21 0.22 0.26 0.141 0.427 0.263 0.396 0.490 0.583 0.635 0.735 1.056 Cf) 0 2 -0 CD lV T W :3 Q 62. O ♦YCDTe CD CQ T� ^rl 0 UD -Detention, Version 3.07 (February 2017) Project: Basin ID: �"iouezoxer Stage (it vow�IE =may ) Zone Volume (ac -ft) Outlet Type zonel(WQN) 2.05 0.150 Orifice Plate n. ! lPors ewsse J Zonel(EURV) 3.84 0.296 Orlflre Plate Zone 3(100 -year) 5.00 0.234 Welr&Plpe(Circular) rOoc Eaampie Zone Configuration (Retention Pond) 0.679 JTotall User Input: Orifice at Underdrain Outlet (typically used to drain W QCV in a Filtration BMP) Calculated Parameters for Underdrain Underdrain Orifice Invert Depth= N/A ft (distance below the filtration media surface) Underdraln Orifice Area= N/A k' Underdraln Orifice Diameter= N/A inches Underdrain Orifice Centrold= N/A )feet User Input: Orifice Plate with one or more orifices or Elliptical Slot Weir (typically used to drain WQCV and/or EURV in a sedimentation BMP) Calculated Parameters for Plate Invert of Lowest Orifice = 0.00 it (relative to basin bottom at Stage = 0 k) WQ Orifice Area per Row = 6.736E-03 " Depth at top of Zone using Orifice Plate = 3.84 k (relative to basin bottom at Stage = 0 k) Elliptical Half -Width = N/A feet Orifice Plate Vertical Spacing= 15.40 inches Elliptical Slot Centroid= N/A feet Orifice Plate: Orifice Area per Row = 0.97 sq. inches (diameter =11/B inches) Elliptical Slot Area = N/A it' User Input: Stage and Total Area of Each Orifice Row (numbered from lowestto Stage of Orifice Centroid Onfice Area (sq. inch Row 9 (opdonal) Rew 10 (optional) Row 11 (optional) Raw 12 (optional) R -13 o tana0 Row 14 (aptional) I Row 15 (opfional) I Row 16 (optional) Stage of Orifice Centroid (ft) Orifice Area (sq. inches) User Input: Vertical Orifice (Circular or Rectangular) Calculated Parameters for Vertical Orifice Not Selected Not Selected Invert "Ver' f Vertical Ofifce= k(relative Lo basin bottom at Stage =0it) Vertical Orifice Area N/A N/A k' Depth at top of Zone using Vertical Oritice= k(relative to basin bottom at Stage=0k) Vertical Orifice Centroid= N/A N/A feet Vertical Orifice Diameter = inches Not Selected Not Selected N/A N/A N/A N/A N/A N/A User Input: Overflew Weir (Oropbaal and Grate (Flat or Sloped) Calculated Parameters for Overflow Weir Z oneNot Selected Zpna3 Weir Not Selected Overflow Weir Front Edge Height, Ho= N/A It (relative to basin bottom at Stage =0 ft) Height of Grate Upper Edge, Hr= 4.51 N/A feet Overflow Weir Front Edge Length = N/A feet Over Flow Weir Slope Length = 2.11 N/A feet Overflow Weir Slope= N/A H:V(enter zero for flat grate) Grate Open Area/100-yr Orifice Area 5.64 N/A should be L4 Harlt. Length of Welr Sides = N/A feet Overflow Grate Open Area w/o Debris = 4.43 N/A k' Overflow Grate Open Area %= N/A %, grate open area/total area Overflow Grate Open Area w/ Debris = 2.21 N/A ft' Debris Clogging %= N/A % User Input: Outlet Pipe W/ Flow Restriction Plate (Circular Orifice, Restrictor Plate. or Rectangular Orifice) Calculated Parameters for Outlet Pipe w/ Now Restriction Place Zone3Circular Not Selected Zone 3 Circular Not Selected Depth to Invert of Outlet Pipe= 0.00 N/A it(distance below bas in bottom at stage=0 it) Outlet Orifice Area= 0.79 N/A k' Circular Orifice Dia meter= 12.00 N/A inches Outlet Orifice Centroid= 0.50 N/A feet Half -Central Angle of Remi ctor Plate on Pipe= N/A N/A radians Ar\ -4- M rrt 0 W �F 0 70 I C TO ^,1 J 0 Cl) �TT CD 0) Q CD rF .M-W EtEh.;TH C? TLET RACK OVERFLO% WEIR FrD%T EDGE LENGTH .� L. LF' l - r573520 Proposed Outlet Configuration based on UDFCD Spreadsheet W,.Wl- of Peek R—ff 39° 47 42" N 39° 47 29'N a Hydrologic Soil Group—Golden Area. Colorado. Parts of Denver, Douglas, Jefferson, and Park Counties 3 (Quail Ridge) F F 48M 489410 48948D 489510 489500 3 f` n Map Scale: 1:2,060 if printed on A portrait (8.5" x 11") sheet ' — Meters N 0 30 0D 120 180 A _ 00 0 100 20D 499 fi00 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 13N WGS84 usD_A Natural Resources Web Soil Survey 4m Conservation Service National Cooperative Soil Survey 39° 47 42" N 0 o_ 0 $K S 0 0 39° 4T 28"N 489610 48M 3 ti 0 12/10/2017 Page 1 of 4 Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (Quail Ridge) MAPLEGEND Area of Interest (AOI) C Area of Interest (AOI) Solis Soil Rating Polygons Q A O AID Q B 0 BID Q C 0 CID D D 0 Not rated or not available Soil Rating Lines • A Aerial Photography AID .y B .y BID . C y CID r► D • r Not rated or not available Soil Rating Points A AID B BID MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Survey Area Data: Version 12, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 10, 2014—Aug 21, 2014 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 12/1012017 Conservation Service National Cooperative Soil Survey Page 2 of 4 C ® CID D 0 Not rated or not available Water Features Streams and Canals Transportation hl ! Rails Interstate Highways US Routes Major Roads Local Roads Background ftw Aerial Photography MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Survey Area Data: Version 12, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 10, 2014—Aug 21, 2014 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. USDA Natural Resources Web Soil Survey 12/1012017 Conservation Service National Cooperative Soil Survey Page 2 of 4 Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Hydrologic Soil Group Map unit symbol I Map unit name I Rating 102 Nunn clay loam, 0 to 2 C percent slopes 103 Nunn clay loam, 3 to 5 C percent slopes Totals for Area of Interest Description Quail Ridge Acres in AOI I Percent of AOI 10.0 46.4% 11.5 53.6% 21.5 100.0% Hydrologic soil groups are based on estimates of runoff potential. Soils are assigned to one of four groups according to the rate of water infiltration when the soils are not protected by vegetation, are thoroughly wet, and receive precipitation from long -duration storms. The soils in the United States are assigned to four groups (A, B, C, and D) and three dual classes (A/D, B/D, and C/D). The groups are defined as follows: Group A. Soils having a high infiltration rate (low runoff potential) when thoroughly wet. These consist mainly of deep, well drained to excessively drained sands or gravelly sands. These soils have a high rate of water transmission. Group B. Soils having a moderate infiltration rate when thoroughly wet. These consist chiefly of moderately deep or deep, moderately well drained or well drained soils that have moderately fine texture to moderately coarse texture. These soils have a moderate rate of water transmission. Group C. Soils having a slow infiltration rate when thoroughly wet. These consist chiefly of soils having a layer that impedes the downward movement of water or soils of moderately fine texture or fine texture. These soils have a slow rate of water transmission. Group D. Soils having a very slow infiltration rate (high runoff potential) when thoroughly wet. These consist chiefly of clays that have a high shrink -swell potential, soils that have a high water table, soils that have a claypan or clay layer at or near the surface, and soils that are shallow over nearly impervious material. These soils have a very slow rate of water transmission. If a soil is assigned to a dual hydrologic group (A/D, B/D, or C/D), the first letter is for drained areas and the second is for undrained areas. Only the soils that in their natural condition are in group D are assigned to dual classes. Rating Options Aggregation Method. Dominant Condition usDA Natural Resources km— Conservation Service Web Soil Survey National Cooperative Soil Survey 12/10/2017 Page 3 of 4 Hydrologic Soil Group—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Component Percent Cutoff.- None Specified Tie-break Rule: Higher Quail Ridge Natural Resources Web Soil Survey 12/10/2017 Conservation Service National Cooperative Soil Survey Page 4 of 4 39° 4742"N 39° 4728" N 3 Saturated Hydraulic Conductivity (Ksat). Standard Classes—Golden Area, Colorado, Parts of Denver, ... T"(Quail Ridge) 0 0 48M 489410 48948D 483510 489580 3 t` n Map Scale: 1:2,060 if printed on A portrait (8.5" x it") sheet Meters N 0 30 60 120 180 0 10D 200 400 600 Map projection: Web Mercator Comer coordinates: WGS84 Edge tics: UTM Zone 13N WGS64 Natural Resources Web Soil Survey ' Conservation Service National Cooperative Soil Survey 39° 47 42" N 0 o_ 0 a 39° 4728"N 489610 48910 3 c fi 12/10/2017 Page 1 of 5 El Saturated Hydraulic Conductivity (Ksat), Standard Classes—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties (Quail Ridge) MAP LEGEND Area of Interest (AOI) Area of Interest (AOI) Soils Soil Rating Polygons ® Very Low (0.0 - 0.01) 0 Low (0.01 - 0.1) 0 Moderately Low (0.1 - 1) 0 Moderately High (1 - 10) Q High (10. 100) - Very High (100 - 705) Q Not rated or not available Soil Rating Lines N Very Low (0.0 - 0.01) . • Low (0.01 - 0. 1) r Moderately Low (0.1 - 1) . Moderately High (1 - 10) �. High (10 - 100) �y Very High (100 - 705) r Not rated or not available Soil Rating Points Very Low (0.0 - 0.01) ® Low (0.01 - 0.1) 13 Moderately Low (0.1 - 1) 13 Moderately High (1 - 10) High (10 - 100) Very High (100 - 705) USDA Natural Resources 2M Conservation Service 13 Not rated or not available Water Features Streams and Canals Transportation +44 Rails „y Interstate Highways US Routes Major Roads Local Roads Background . Aerial Photography Web Soil Survey National Cooperative Soil Survey MAP INFORMATION The soil surveys that comprise your AOI were mapped at 1:24,000. Warning: Soil Map may not be valid at this scale Enlargement of maps beyond the scale of mapping can cause misunderstanding of the detail of mapping and accuracy of soil line placement. The maps do not show the small areas of contrasting soils that could have been shown at a more detailed scale. Please rely on the bar scale on each map sheet for map measurements. Source of Map: Natural Resources Conservation Service Web Soil Survey URL: Coordinate System: Web Mercator (EPSG:3857) Maps from the Web Soil Survey are based on the Web Mercator projection, which preserves direction and shape but distorts distance and area. A projection that preserves area, such as the Albers equal-area conic projection, should be used if more accurate calculations of distance or area are required. This product is generated from the USDA-NRCS certified data as of the version date(s) listed below. Soil Survey Area: Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Survey Area Data: Version 12, Oct 10, 2017 Soil map units are labeled (as space allows) for map scales 1:50,000 or larger. Date(s) aerial images were photographed: Jun 10, 2014—Aug 21, 2014 The orthophoto or other base map on which the soil lines were compiled and digitized probably differs from the background imagery displayed on these maps. As a result, some minor shifting of map unit boundaries may be evident. 12/10/2017 Page 2 of 5 Saturated Hydraulic Conductivity (Ksat), Standard Classes—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Saturated Hydraulic Conductivity (Ksat), Standard Classes Quail Ridge -F- Map unit symbol Map unit name Rating (micrometers Acres in AOI Percent of AOI per second) 102 Nunn clay loam, 0 to 2 2.2476 L 10.0 46.4% percent slopes 103 Nunn clay loam, 3 to 5 2.2476 11.5 53.6% percent slopes Totals for Area of Interest 21.5 100.0% Description Saturated hydraulic conductivity (Ksat) refers to the ease with which pores in a saturated soil transmit water. The estimates are expressed in terms of micrometers per second. They are based on soil characteristics observed in the field, particularly structure, porosity, and texture. Saturated hydraulic conductivity is considered in the design of soil drainage systems and septic tank absorption fields. For each soil layer, this attribute is actually recorded as three separate values in the database. A low value and a high value indicate the range of this attribute for the soil component. A "representative" value indicates the expected value of this attribute for the component. For this soil property, only the representative value is used. The numeric Ksat values have been grouped according to standard Ksat class limits. The classes are: Very low: 0.00 to 0.01 Low: 0.01 to 0.1 Moderately low: 0.1 to 1.0 Moderately high: 1 to 10 High: 10 to 100 Very high: 100 to 705 Rating Options Units of Measure: micrometers per second Aggregation Method: Dominant Component I. tiles Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey 12/10/2017 Page 3 of 5 Saturated Hydraulic Conductivity (Ksat), Standard Classes—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties Aggregation is the process by which a set of component attribute values is reduced to a single value that represents the map unit as a whole. A map unit is typically composed of one or more "components". A component is either some type of soil or some nonsoil entity, e.g., rock outcrop. For the attribute being aggregated, the first step of the aggregation process is to derive one attribute value for each of a map unit's components. From this set of component attributes, the next step of the aggregation process derives a single value that represents the map unit as a whole. Once a single value for each map unit is derived, a thematic map for soil map units can be rendered. Aggregation must be done because, on any soil map, map units are delineated but components are not. For each of a map unit's components, a corresponding percent composition is recorded. A percent composition of 60 indicates that the corresponding component typically makes up approximately 60% of the map unit. Percent composition is a critical factor in some, but not all, aggregation methods. The aggregation method "Dominant Component" returns the attribute value associated with the component with the highest percent composition in the map unit. If more than one component shares the highest percent composition, the corresponding "tie-break" rule determines which value should be returned. The "tie-break" rule indicates whether the lower or higher attribute value should be returned in the case of a percent composition tie. The result returned by this aggregation method may or may not represent the dominant condition throughout the map unit. Component Percent Cutoff.- None Specified Components whose percent composition is below the cutoff value will not be considered. If no cutoff value is specified, all components in the database will be considered. The data for some contrasting soils of minor extent may not be in the database, and therefore are not considered. Tie-break Rule: Fastest The tie-break rule indicates which value should be selected from a set of multiple candidate values, or which value should be selected in the event of a percent composition tie. Interpret Nulls as Zero: No This option indicates if a null value for a component should be converted to zero before aggregation occurs. This will be done only if a map unit has at least one component where this value is not null. Layer Options (Horizon Aggregation Method): All Layers (Weighted Average) UsnA Natural Resources Conservation Service Web Soil Survey National Cooperative Soil Survey Quail Ridge 12/10/2017 Page 4 of 5 Saturated Hydraulic Conductivity (Ksat), Standard Classes—Golden Area, Colorado, Parts of Denver, Douglas, Jefferson, and Park Counties For an attribute of a soil horizon, a depth qualification must be specified. In most cases it is probably most appropriate to specify a fixed depth range, either in centimeters or inches. The Bottom Depth must be greater than the Top Depth, and the Top Depth can be greater than zero. The choice of "inches" or "centimeters" only applies to the depth of soil to be evaluated. It has no influence on the units of measure the data are presented in. When "Surface Layer' is specified as the depth qualifier, only the surface layer or horizon is considered when deriving a value for a component, but keep in mind that the thickness of the surface layer varies from component to component. When "All Layers" is specified as the depth qualifier, all layers recorded for a component are considered when deriving the value for that component. Whenever more than one layer or horizon is considered when deriving a value for a component, and the attribute being aggregated is a numeric attribute, a weighted average value is returned, where the weighting factor is the layer or horizon thickness. —I". Natural Resources Web Soil Survey a" Conservation Service National Cooperative Soil Survey Quail Ridge 12/10/2017 Page 5 of 5 ROCKY MOUNTAIN GROUP Quail Run: 5392, 5372, 5352 Quail Street WheatRidee. Colorado 80033 PREPARED FOR: Schal Investments, LLC 5392 Quail Streett, Wheat Ridge, CO 800.33 Respectfully Submitted, RMG — Rocky Mountain Group Michael R. Anderson Staff Geologist South Coloradot Colorado Springs. CO 719.548.06.00 Mon ument:,71.9.488.2145 JOB NO. 161304 December 14, 2017 Central Colorado: Englewood, CO 303.6$$'.9475 Pueblo: 719.5443750 Reviewed by KeW M. Ziglee 'P.G. Project Geologist North Colorado-, Gre"Oey, CO. 970.330.1071 Woodland Park. 719,687.6077 TABLE OF CONTENTS 1.0 INTRODUCTION.................................................................................................................... 4 1.1 Purpose and Background.............................................................................................4 5.0 SUMMARY OF FINDINGS.................................................................................................23 1.2 Objectives of the Phase I Assessment.........................................................................4 Polychlorinated Biphenyls (PCBs)............................................................................23 1.3 Limiting Conditions and Methodology Used.............................................................. 5 1.4 Applicable Local, State, and Federal Laws and Regulations ...................................... 5 1.5 Report Organization..................................................................................................... 6 1.6 Disclaimer.....................................................................................................................7 Hazardous Materials...................................................................................................24 1.7 User Reliance............................................................................................................... 7 2.0 SITE DESCRIPTION AND BACKGROUND....................................................................... 7 2.1 Location and Legal Description................................................................................... 7 2.2 Buildings.......................................................................................................................7 Conclusions................................................................................................................24 2.3 Site Operations............................................................................................................. 8 2.4 Site History ...................................................................................................................8 2.4.1 Ownership........................................................................................................... 8 2.4.2 Land Use.............................................................................................................. 8 2.4.3 Recent Site Usage.............................................................................................10 2.4.4 Sandborn Fire Insurance Map...........................................................................10 2.4.5 City Directory Image Report ............................................................................10 2.5 Geologic Conditions...................................................................................................11 2.5.1 Regional Geology..........................................................................................11 2.5.2 Soils................................................................................................................11 3.0 REGULATORY REVIEW....................................................................................................11 3.1 Regulatory Agencies..................................................................................................11 3.2 Non -Regulatory Agencies..........................................................................................12 3.3 Database Search.........................................................................................................12 4.0 SITE INSPECTION...............................................................................................................20 4.1 Interviews...................................................................................................................22 4.2 Building Interior.........................................................................................................22 4.3 Exterior and Surrounding Grounds............................................................................22 4.4 Adjacent Properties....................................................................................................23 4.5 Environmental Liens and Chain of Title..................................................................23 5.0 SUMMARY OF FINDINGS.................................................................................................23 5.1 Polychlorinated Biphenyls (PCBs)............................................................................23 5.2 Asbestos Containing Materials (ACMs)...................................................................23 5.3 Underground Storage Tanks (USTs) and Aboveground Tanks (ASTs)...................24 5.4 Radon..........................................................................................................................24 5.5 Hazardous Materials...................................................................................................24 5.6 Regulatory Concerns..................................................................................................24 5.7 Report Review............................................................................................................24 6.0 CONCLUSIONS AND RECOMMENDATIONS...............................................................24 6.1 Conclusions................................................................................................................24 6.2 Recommendations...................................................................................................... 26 7.0 QUALIFICATION OF ENVIRONMENTAL PROFESSIONALS.....................................27 8.0 CERTIFICATION BY ENVIRONMENTAL PROFESSIONALS.....................................28 RMG - Rocky Mountain Group 2 RMG Job No. 161304 FIGURES FIGURE 1 - Site Location Map APPENDICES APPENDIX A — Site Photos APPENDIX B — The EDR Aerial Photograph Decade Package APPENDIX C — The EDR Historical Topographic Map Report APPENDIX D — Certified Sanborn® Map Report APPENDIX E — The EDR-City Directory Image Report APPENDIX F — Environmental Site Assessment Questionnaires APPENDIX G — Environmental Lien and AUL Search APPENDIX H — Information Sources and References APPENDIX I — EDR Radius Map Report With GeocheckTM RMG — Rocky Mountain Group 3 RMG Job No. 161304 1.0 INTRODUCTION 1.1 Purpose and Background RMG — Rocky Mountain Group was retained by Schal Investments, LLC to perform a Phase I Environmental Site Assessment (ESA) for the subject site, which will be known as Quail Run, a proposed single and multi -family residential development in the Town of Wheat Ridge, Jefferson County, Colorado, as more particularly described herein. The objective of this study was to identify the presence of environmental concerns associated with past and/or current activity on the subject site from past and/or present use of the site and adjacent sites. The selected approach consisted of a background data and literature review of available information relevant to site activities and a site inspection. The subject site consists of four parcels. The four parcels total approximately 7.13 acres according to the Jefferson County jMap website. The four parcels will be referred to as the subject site from herein. The acreage of the parcel at 5352 Quail Street is included in the total acreage. However, an unknown portion of this parcel on the east side will be included in the sale for use as a detention pond. This Phase I ESA is being conducted prior to the development of a proposed single and multi -family residential subdivision along West 541' Avenue and Quail Street, which the subject site is situated within. It is our understanding that the existing structures and the resulting debris on the two parcels to the north will be removed prior to development. Three existing structures on the southwest side of the subject site will remain. 1.2 _Objectives of the Phase I Assessment The objectives of the RMG Phase I ESA are presented as follows: Identification of environmental concerns associated with the presence of hazardous wastes or constituents due to past or present activity at the subject site; Identification of contravention of local, state or federal regulations which result in environmental degradation of the subject site; and, Recommendations for additional investigations to be conducted at the subject site in the event the presence of environmental concerns are confirmed or suspected. The American Society for Testing and Materials (ASTM) has prepared the Standard Practice for Environmental Site Assessments: Phase I Environmental Site Assessment Process designated ASTM E 1527-13. According to ASTM E 1527-13, the goal of a Phase I ESA is to establish if Recognized Environmental Conditions are present at the subject site. According to ASTM, Recognized Environmental Condition means the "presence or likely RMG — Rocky Mountain Group 4 RMG Job No. 161304 presence of any hazardous substances or petroleum products on a property under conditions that indicate an existing release, a past release, or a material threat of a release of any hazardous substances or petroleum products into structures on the property or into the ground, groundwater, or surface water of the property." 1.3 Limitine Conditions and Methodology Used The above -defined Phase I ESA objectives were accomplished utilizing the following selected approach: A review of available, applicable site information provided by the subject site owners or their designated representative or the prospective owner; • Discussions and/or correspondence with individuals and local, state and federal agencies having pertinent knowledge and/or information of the subject site and the surrounding area(s); and, A visual site inspection of the subject site. The Environmental Professional responsible for the implementation of the Phase I ESA and the preparation of this report was by Mr. Michael Anderson for RMG under the direct supervision of Ms. Kelli Zigler. The site inspection was conducted by Mr. Michael Anderson on December 12 and 13, 2017. The Colorado Department of Public Health and Environmental — Hazardous Materials and Waste Management Division and the Colorado Department of Labor and Employment Division of Oil & Public Safety — Storage Tanks located in Denver, Colorado were contacted via a written Freedom of Information Act request for information concerning the environmental status of the subject site. In addition, an online data search was conducted through the Colorado Department of Labor and Employment Division of Oil & Public Safety via, https://opu.s.cdle.state.co.us/OIS2000/home.asp A Freedom of Information request was also submitted to the Jefferson County Department of Health and Environment, Jefferson County Building Department, West Metro Fire Protection District, and Arvada Fire Protection District Station #2 requesting information that may be present in their files. 1.4 Applicable Local. State and Federal Laws and Regulations The following list of applicable laws and regulations were examined with respect to the ESA of the subject site: Resource Conservation and Recovery Act/Hazardous and Solid Waste Act (RCRA/HSWA). RMG — Rocky Mountain Group 5 RMG Job No. 161304 The U.S. Environmental Protection Agency (USEPA) maintains a list of Superfund sites requiring immediate investigation and/or remediation. The list of sites is also known as the National Priority List (NPL). Comprehensive Environmental Response, Compensation and Liability Act (CERCLA). Under the CERCLA ("Superfund Act") as amended by the Superfund Amend- ment and Reauthorization Act (SARA) of 1986, non -operational, regulated sites are listed. Colorado Department of Public Health and Environment A specific regulation does not exist which mandates the listing of inactive hazardous waste sites. However, the above agencies have prepared a listing of sites that have been investigated to some degree or are suspect of contributing to environmental degradation. 1.5 Report Organization This Phase I ESA report dated December 14, 2017 was prepared by RMG in general accordance with the ASTM Standard Practice E 1527-13. The organization of the report is such that: • Section 1.0 presents the objectives, methodology, and sources of information contacted and/or received during the preparation of this report. • Section 2.0 presents information specific to the subject site with regard to its location, physical description and normal operating procedures. • Section 3.0 is a discussion of the results of the database search and regulatory agencies contacted during this assessment. • Section 4.0 is a summary of the site inspection, observations and interviews. • Section 5.0 is a summary of findings relative to the subject site. • Section 6.0 is the conclusions and recommendations for potential mitigation efforts. • Section 7.0 and 8.0 contains the signatures of the Environmental Professionals and Qualifications of Environmental Professionals. The dates searched for specific items set forth in this report are as follows: • Environmental liens were searched on December 13, 2017. • A visual inspection of the subject property was conducted on December 12 and 13, 2017. RMG— Rocky Mountain Group 6 RMG Job No. 161304 • The database searches were conducted on December 4. 2017. • The user questionnaire from Summer Clark, Joel Lubke, and Greg Skalla (owners/owner representative) dated as of December 4 2017 was returned to RMG on December 7, 2017. 1.6 Disclaimer RMG conducts interviews with owners, occupants, local governmental officials, and others with knowledge of the subject site in general accordance with ASTM E 1527-13. RMG also reviews available documents and reports prepared by others. RMG accepts that the answers to the questions asked by the environmental professional are answered in good faith by the interviewee. However, RMG cannot guarantee the accuracy of those answers or the accuracy of the information presented in the documents and reports that have been reviewed. 1.7 User Reliance This report was prepared for the benefit of Schal Investments, LLC. In addition, the City of Wheat Ridge is also authorized to rely upon this report and may do so to the same extent as Schal Investments, LLC. 2.0 SITE DESCRIPTION AND BACKGROUND 2.1 Location and Leeal Description The subject site consists of four parcels and is described as 5392, 5372, 5352 Quail Street, and Parcel ID 300210600, City of Wheat Ridge, County of Jefferson, State of Colorado. The Jefferson County Assessor's system identifies the parcels as: • Parcel ID/Schedule No. 39-162-00-001/300042815 • Parcel ID/Schedule No. 39-162-00-002/300042804 • Parcel ID/Schedule No. 39-162-00-003/300042787 • Parcel ID/Schedule No. 39-162-00-017/300210600 Land use in the area can be described as residential (single and multi -family) and light industrial and commercial properties. The approximate location of the subject site is presented on Figure 1. 2.2 Buildinis Currently there are twenty-one structures present at the subject site. Four of the existing structures are single family residences and the remaining structures are auxiliary buildings (garages, sheds, barns, chicken coups, playhouses). It is our understanding that all of the existing structures and resulting debris on the two parcels on the north side of the subject site RMG — Rocky Mountain Group 7 RMG Job No. 161304 will be removed prior to development. The three existing structures on the west side of the southern parcel will remain and were not investigated during the site visit. The three structures that are to remain are not considered to have an affect on the proposed development. 2.3 Site Ooerations At the time of our site investigation, three parcels were developed as single family residences and one parcel to the east was undeveloped. Three parcels are serviced by well and septic. Electrical utilities service the structures from overhead on the west side of the subject site, parallel to Quail Street. The subject site is not currently being used for agricultural purposes, although it has been used for agriculture in the past. 2.4 Site History A review of the subject site history was performed in an effort to evaluate previous land use. Documents, site plans, maps, business directories and historic photographs can provide insight about the potential for present environmental liabilities resulting from previous land use. 2.4.1 Ownership The ownership information for the four parcels was obtained from the Jefferson County Assessors's online jMap and is as follows: • Arthur and Barbara Aho are the current owners of 5392 Quail Street and have owned the property since October 18, 2002 (Reference# F1597193 & F1597196). • Gregory Skalla is the current owner of 5372 Quail Street and has owned the property since May 31, 1990 (Reference# 90047858). • Joel and Dawn Lubke are the current owners of 5352 Quail Street and have owned the property since November 12, 2010 (Reference# 2010101910). • E G Tost is the current owner of Parcel ID 39-162-00-017 and has owned the property since October 27, 1932 (Reference# 03530338) According to conversations with the client, Parcel ID 39-162-00-017 is owned by Summer Clark. The transaction for this parcel took place on October 30, 2017. 2.4.2 Land Use Land use was evaluated by reviewing Assessor's records, historic maps, aerial and topographic photographs that depict the site. The subject site is represented by a red "box" on the historical aerial and topographic maps from the Environmental Data Resources, Inc (EDR). However, an eight foot wide strip of land running south from the southeast corner of the site is a part of an easement that is included with the subject site but is not depicted on RMG — Rocky Mountain Group 8 RMG Job No. 161304 the images. Although the easement is not depicted on the EDR aerial and topographic maps it is included within this study. Aerial photographs obtained from EDR for the years 1937, 1963, 1971, 1979, 1983, 1988, 1994, 1999, 2005, 2009, and 2011 were reviewed. Additional aerial photographs were obtained from Google Earth® Historical Imagery for the years 1993, 1999, 2002, 2003, 2004, 2005, 2006, 2007, 2008, 2010, 2011, 2012, 2013, 2014, 2015, and 2016. • The aerial photograph from 1937 depicts the subject site as partially developed with a single family residence on the northwest corner. The surrounding area was primarily undeveloped vacant farm land. A small body of water is present at the northwest corner of the subject site. Well-defined unnamed drainages lie to the north and south of the site. • Prior to 1963, a single family residence was built on the south side of the subject site. The small body of water on the northwest corner no longer exists and a small body of water now resides northeast of the subject site. A small scale residential development was constructed to the southwest. • Prior to 1971, commercial development began to the southeast and construction of an electrical distribution substation to the south of the subject site. The commercial buildings are now known as International Paper Company and Rocky Mountain Bottling Company. The small body of water to the northeast no longer exists. • Prior to 1979, Rocky Mountain Bottling Company expands and a small park is constructed to the northeast. Roadways become more defined. • Prior to 1983, a small body of water appears in the central portion of the subject site. Commercial development continues to expand to the south and southeast and residential development began to the west of the subject site. • Prior to 1999, residential development to the west and commercial development to the south continues to expand. Two small bodies of water begin to form north of the subject site. • Prior to 2005, a large scale residential development known as Sterling Estates was constructed adjacent to the east and north side of the subject site. The two smaller bodies of water to the north have filled. • Prior to 2011, residential and commercial development continues to expand in the areas surrounding the subject site. Please refer to Appendix B to review the aerial photographs. The historic topographical maps for the subject site have been reviewed for years 1899, 1939, 1941, 1942, 1944, 1950, 1957, 1965, 1971, 1980, 1994, and 2013. The review of the historic topographical maps depicting the subject site area indicates that the surrounding RMG- Rocky Mountain Group 9 RMG Job No. 161304 areas were developed primarily for single-family residential and commercial purposes prior to 1957. • The historic topographic map from 1899 depicts the subject site and surrounding areas as undeveloped vacant land. A railway runs west to east, south of the subject site. • Prior to 1941, the Arvada cemetery appears on the map to the northeast of the subject site. A second railway appears on the 1941,1942 map to the south. • Prior to 1957, residential development of the subject site and areas to the south begin. Water tanks are installed northeast of the subject site. • Prior to 1971, commercial development to the south begins and residential development continues to expand. • Prior to 2013, a large scale residential development known as Sterling Estates appears to the east and north side of the subject site. Please refer to Appendix C to review the topographical maps. 2.4.3 Recent Site Usage The subject site appears to have been partially developed and land was used for agricultural purposes prior to 1963. After 1963 the subject site remained in use as residential and agricultural. The subject site is surrounded to the north, south, and east by single family residential developments. Vacant land for grazing lies west of the subject site. Please refer to Appendix A to review the photographs from the site visit 2.4.4 Sanborn Fire Insurance Mans The Sanborn Library is the largest, most complete collection of fire insurance maps. The Sanborn Library is continually enhanced with newly identified map archives. Sanborn Fire Insurance Maps were not found for the subject site. The Certified Sanborn® Map Report is included in Appendix D. 2.4.5 City -Directory Ima a Re art EDR City Directory Abstract is a screening tool designed to assist in evaluating potential liability on the target site resulting from past activities. The abstract includes a search of available city directory data. For each address, the directory lists the name of the corresponding occupant at 5 year intervals. Information was found on the same street for the years of 1977, 1982, 1987, 1992, 1995, 2000, 2005, 2010, and 2014. Information was not found in the surrounding areas. A summary of the information obtained is provided in Appendix E. The City Directory Images were not found for the subject site. RMG— Rocky Mountain Group 10 RMG Job No. 161304 2.5 Geologic Conditions 2.5.1 Re ional Geology The geological conditions at the subject site can generally be classified as alluvium, consisting of poorly sorted gravel with lenses of clay, silt, and sand of the Verdos Alluvium. The bedrock underlying the subject site consist of the Denver and Arapahoe Formations, which is comprised of interbedded sandstone, siltstone, claystone, shale, and conglomerate. The regional dip of the underlying bedrock strata is considered essentially horizontal. The regional topography of the area gently slopes to the south-southeast. The subject site elevation is approximately 5471 feet above Mean Sea Level. The probable direction of groundwater flow at the subject site is to the south and southeast. 2.5.2 Soils A previous Subsurface Soil Investigation was not performed by RMG as part of this investigation. However, subsurface soils were observed from one boring to a depth of fifteen feet completed for a percolation test, drilled on December 11, 2017. Native soil from the boring was visually classified as sandy clay. 3.0 REGULATORY REVIEW 3.1 Regulatory Aizencies Freedom of Information Act Requests were sent to regulatory agencies at the local, county and state level. The purpose of the letters is to identify possible issues regarding the site such as illegal dumping, hazerdous waste generation, violations of state and federal environmental agencies and any spill recorded at the site. RMG reviewed the Division of Oil & Public Safety — Colorado Storage Tank Information System (OPS — COSTIS) Datalink files concerning the subject properties via the internet. The OPS — COSTIS internet files reported no information was found for the subject site. However, based on the EDR COSTIS search, one property to the southeast of the subject site currently has AST tanks in use. The site is listed in more detail in the Database Search. The site is located at a lower elevation than the subject site and should not be an environmental risk to the subject site. Colorado Department of Public Health and Environment HMWMD Records Center: Sent a response via email on December 11, 201 7from Kay, Colorado Department of Public Health and Environment, explaining that the HMWMD Records Center shows no files for the requested locations. However, their mapping tool provided four properties within one mile of the locations on Quail Street. These locations were reviews and should not be an environmental risk to the subject site. RMG — Rocky Mountain Group I 1 RMG Job No. 161304 Colorado Department of Labor and Employment, Division of Oil & Public Safety: Sent a response via email on December 8, 2017 from Christa Sanchez, Public Records Center, Division of Oil & Public Safety, explaining that after searching through their COSTIS database, no facilities were located for the addresses requested. No files were found during the open file search on December 6, 2017. Jefferson County Health Department: Sent a response via email on December 8, 2017 from Roy Laws, PE REHS Environmental Health Services, explaining that Jefferson County has no records related to the subject site. The Department provided a 1980 Methane Site Investigation Report that does not show any former landfills at this location. 3.2 Non-Reyulatojw Agencies The West Metro Fire Protection District and Arvada Fire Protection District Station #2 was contacted by means of the Freedom of Information Act Request concerning the environmental status of the subject site. Mr. Michael Anderson was contacted via telephone by the West Metro Fire Protection District on December 7, 2017, explaining that the subject site is located in Wheat Ridge, Colorado, the subject site is serviced by the City of Arvada. Mr. Michael Anderson was contacted by Kevin Ferry, Fire Marshal, Arvada Fire Protection District on December 12, 2017, stated a search of their records found no indication of any spills or releases at the subject site and that the current staff has no knowledge or records of AST or UST at the site. 3.3 Database Search A search was performed by EDR on December 4, 2017 of various environmental agency databases targeting the subject site and property within a one -mile radius of the subject site. Information for a number of listed sites that did not have adequate mapping data (orphaned sites) was reviewed to evaluate whether they pose an environmental liability to the subject site. A copy of the EDR Overview Map and Detail Map are included below with the Map Findings Summary. RMG — Rocky Mountain Group 12 RMG Job No. 161304 OVERVIEW MAP 6'127404123 P-4 L4 ��p¢} � • N Iy n Cn P. In SITE NAME: SCHAL Investmral CLIENT: RMErtfdrteers ADDRESS, 5372 QIW1 St a, 8it�atala+mttotah 1Mn arequdtoetefsrge �reperlp WwRmmwd0mB1A _ LwmamAm • alum ststavnftne w~ d wl �" Pamr bmwWadon Mm DATE Dwamber 04, 2017 SZO pin Caen mt a MMI EDIL Ir a 30167caTie �YL =1 nt woopmp" ®1GQ artbodrarle A MNanukcWred lists ftltl! S1Nfyrottiaodmnr En NetloluJtltlatityl.leRQQue �—�I L PtAuww wow* hombw � Do"" sh" _.1 n Rtes This remit Incluft I*raettre Map Layers v. dMp j soft(M & map Informatlatt„ The lapend Inctudu at*those long for the 04ft map viaw. SITE NAME: SCHAL Investmral CLIENT: RMErtfdrteers ADDRESS, 5372 QIW1 St CONTACT. AtlIIL gape Whed FVO p CO SOWS INQUIRY 9. 6127404.25 LAT/LONG: 30.793M/10&122047 DATE Dwamber 04, 2017 SZO pin Caen mt a MMI EDIL Ir a 30167caTie �YL =1 RMG — Rocky Mountain Group 13 RMG Job No. 161304 DETAIL MAP - 6127404.2S .. w 7 to N $4t` M 44th Av1 1 �K K- - � O /J M - / ^F ►a 4 P IVa ax'�r� Vii,•_ �,tr e I «5aea 4a �_ Tw" Prop" Ar $has ad atavar mwhigherthan ar"wltwo thekupetproplrrty = kactsrafrrowrvwdorwStA • aft$atalavatlwnslorwrow powarlrmprotpo"WAM Cha Carpet property t wr 10& fkaod mna A Mimed Cies So* ®SO&Vm good mw a SemHvs Rmsplors N"O" Prist w Ust $ ar � Nt3Twaal Wtrtlsnd lnvenpry Q StaeetHitlsnds DSPL Oafthm alba -� This report Includes lnteraCfive Abp d1 �dlap &war fide reap imprle v.. Tr krsludt only those ftm for ft deMuif map view. SITE NAME., SCHAL Immuf rents CLIENT: RM43 Engineers A[ ORESS: 6872 Ousl[ St CONTACT: MkJwmlAnderson Wheat RfteCO80099 INQUIRY& 5127404.28 LATA.ONO: 39.793799/10&122947 DATE Decornber04,2017&S$pm C. q�IpY0 A5 Ip0 EM N1 1 RMG — Rocky Mountain Group 14 RMG Job No. 161304 MAP KND[NGS SUMMARY Search bistance Target Total Database, (miles) Property < 118 118-114 114-1/2 112-1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federat NPL silo list. NPL 1.ODD. 0 0 0 0 NR 0 Proposed NAL 1,000 0 0 0 0 MR 0 NPL LIENS' 0:001 0 NR NR NR NR 0 Federal Dsllstsd 1HPL site list: Deleted NPL 1;000 0 0 0 0 NR 0 Federal CERCLIS list FEDERAL FACILITY 0.500 0 0 0 NR MR 0. SEMS 0.500 0 0 0 NR NR 0 Federal CERCLIS NFRAP slte list SEMS -ARCHIVE 0.500 0 0 0 NR NR. 0 Federal RCRA CORRACTS faclWes list CORRACTS 1.000. 0 0 0 1 MR 1 Federal RCRA non•COFMCTS TSD facifibes list RCRA:T,SOF 0.500 0 0 0 NR MR 0 Federal RCRA 60norafors tfat RCRA-LQG 0:250' 0 0 SIR MR NR 0. RCRA-SQQ 0.250 0 0 NR NR NR 0 R ,CRA-CeSQG 0;250: 0 0 MR NR NR 0 Federal Insfitalbnal vantr xlal enwamiing controls registries LUGI5 0:500 0 0 0 NR NR 0 US ENG CONTROLS 0.500, 0, 0 0 MR MR 0 US )MST CONTROL 0.500 0 0 0 NR MR' 0 Federal ERNS Of ERNS 0.001 0 MR MR NR MR 0 S&te• and tribal - equivalent CERCLIS SHWS NIA NIA N/A NIA N/A N/A NIA stife and irlbal landfill &naw solid waasta disposal of lista SWFILF 0.500 0 0 0 NR MR' 0 Slate and fribsi leaking stowage tank lists LAST 0.500 0 0 0 NR MR 0 LUST 0.500 0 0 0 NR MR 0 INDIAN LUST 0.500: 0 0 0 MR MR 0 LUST TRUST 0.500. 0 0 0 MR NR 0 TC51274041s Page 4 RMG — Rocky Mountain Group 15 RMG Job No. 161304 MAP FINDINGS SUMMARY Search 1 US BROWNFIELDS 0.500 Local Llafa of L.andBll/Soffd Waste Disposal Sitar NR Distance Target 0.800 HIST LF 0.500 INDIAN ODI 0.800 Total Database (Mites) Property < 118 W-114 114 -11$ 112-1 > 1 Plotted Sure and tribal registered stunW lank /fats US HIST CDL 0.001 CDL 0.001 US CDL 0.001 FEMA UST 0.280 0 0 NR NR NR 0 UST 0.250 0 0 NR NR MR 0 AST 0.250 0 1 NR NR NR 1 INDIAN LIST 0.250 0 0 NR NR NR 0 Sure and tribal instmMonaf NR MR MR 1 0 0 0 0 control /engineering control registries 0 0 0 0 NR 0 AUL 0.500 0 0 0 NR NR 0 State and tobw 1rol"ry sleartup $AV VCP O.sm 0 0 0 NR NR 0 INDIAN VCP 0.5w 0 0 0 NR MR 0 SWO and *10018r0VM ields aides BROWNFIELDS 0.500 0 0 0 NR MR 0 ADDITIONAL ENVIRONMENTAL. RECORDS Local BMMfiekf lists 1 US BROWNFIELDS 0.500 Local Llafa of L.andBll/Soffd Waste Disposal Sitar NR SWRCY 0.800 HIST LF 0.500 INDIAN ODI 0.800 DEBRIS REGION 9 0.500 ODI 0.300 IHS OPEN DUMPS 0.500 Local Lists of Hazardous wasto/ Contaminated Sites 0 US HIST CDL 0.001 CDL 0.001 US CDL 0.001 Local Land Records NR LIENS 2 0.001 Records of Emergency Release Reports HMIRS 0.001 CO ERNS 0.001 SPILLS 90 0.001 Other Ascertainable Records RCRA NonGen i NLR 0.250 FUD$ 1.000 DOD 1.000. 0 0 1 NR NR 1 0 0 1 NR NR 1 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 NR NR NR NR 0 0 NR NR NR NR 0 0 NR NR NR NR 0 0 NR NR NR NR 0 0 NR NR NR NR 0 0 MR NR NR MR 0 0 MR. MR NR MR 0 0 1 NR MR MR 1 0 0 0 0 MR 0 0 0 0 0 NR 0 TC51274042s Page RMG — Rocky Mountain Group 16 RMG Job No. 161304 MAP FINDINGS SUMMARY TC51274042s Page 6 RMG — Rocky Mountain Group 17 RMG Job No. 161304 Search Distanoe Target Total Database (Miles) Property 118 118-1/4 114-1/2 112-1 > 1 Plotted SCRD DRYCLEANERS O,5DO: 0 0 0 NR NR' 0 US FIN ASSUR 0.001 0 NR. NR NR NR 0 EPA WATCH LIST 0.001 0 NR NR NR NR 0 2020 COR ACTION 0:2.50. 0 0 NR NR NR 0 TSCA OLOM 0 NR NR NR NR 0 TRLS 0.001 0 NR NR NR NR 0 SSTS 0.001 0 NR NR NR NR 0 ROD 1.000 0 0 6 0 NR a RMP 0.001 0 NR NR NR NR 0 RAATS 0,001 0 NR NR NR NR 0 PRP 0 , 001 0 NR NR NR NR 0 PADS 0,001 0 NR NR NR NR 0 ICIS 0:001 0 NR NR NR NR a FTTS 0.001 0 NR NR NR NR 0. IVILTS 04001 0 NR. NR NR NR 0 COAL ASH DOE 0.001 0 NR NR NR NR 0 COAL ASH EPA 0.500 0 0 0 NR NR: 0 POSTRANSFORM5R MOM 0 NR NR NR NR- 0 RADtNFO 0,001 0, NR NR NR NR 0 HIST FTTS 0,001 0 NR NR NR NR 0 DOT OPS, 0.001 0 NR NR NR NR 0 CONSENT 1.000. 0 0 0 0 NR 0 INDIAN RESERV 0,001 0 NR NR: NR. NR 0 FUSRAP I,ODO 0 0 0 0 NR 0 UMTRA 0.500 0 0 0 NR NR a LEAD SMELTERS (X001 0 NR NR NR NR: 0 US AIRS 0.001 0 NR NR NR NR 0 US MINES 0.250 0 0 NR NR NR a ABANDONED MINES 0.001 0 NA NR NR NR 0 FINDS 0.001 0 NR NR NR NR 0 UX0 1.000 0 0 0 0 NR 0 ECHO 0.001 0 NR NR NR NR 0 DOCKET HWO 0.001 0 NR NR NR NR 0 FUELS PROGRAM 0.250 0. 0 NR NR NR 0 AIRS 0,001 0 NR NR NR NR 0 ASBESTOS 0.001 0 NR NR NR NR 0 METHANE SITE 0,001 0 NR NR NR NR 0 Methane investigation 0,001 0 NR NR NR NR 0 DRYCLEANERS 0X250 0 0 NR NR NR 0 Financial Assurance M001 0 NR SIR NR NR 0 MINES 0.250 0 0 NR NR NR 0 NPCAES 0.001 0 NR NR- NR NR (I UMTRA 0.500 0 0 0 NR NR 0 EDR HIGH RISK HISTORICAL RECORDS EDR Exafusive Records EDR MGP 1.000 0 0 0 0 NR 0 EDR Hist Auto 0.125 0 NR NR NR NR 0 EDR Hist Cleaner 0.125, 0. NR NR NR NR 0 TC51274042s Page 6 RMG — Rocky Mountain Group 17 RMG Job No. 161304 MAP FINDINGS SUMMARY Search Distance Target Totat Database (Mites) Property --118 118-114 114-1/2 1/2-1 > 1 Plotted EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Reoovofed Govt. Archives RGA LF 0.001 0 NR NR NR NR 0 RGA LUST 0.001 0 NR NR NR NR 0 - Totals -- 0 0 2 2 1 0 5 NOTES: TR = Target Property NR = Not Requested at this Seam Distance Sites may be listed in more than one database N/A = This State does not maintain a SHVVS list See the Federal CERCLIS list. TC5127404.2s Pepe 7 RMG— Rocky Mountain Group 18 RMG Job No. 161304 The following federal and state databases were searched: Federal ASTM Databases: National Priority List database (NPL, Proposed NPL, Delisted NPL, ROD, NPL Liens). Comprehensive Environmental Response, Compensation, and Liability Information System (CERCLIS, CERC-NFRAP, CONSENT). Corrective Action Report (CORRACTS). Treatment, Storage and Disposal (RCRA-TSDF, RCRA-LQG, RCRA-SQG and RCRA-CESQG)) Resource Conservation and Recovery Information System (RCRIS-TSD, RCRIS Generator, RAATS). Emergency Response Notification System (ERNS). Facility Index System (FINDS). Hazardous Materials Information Reporting System (HMIRS). Material Licensing Tracking System (MLTS). Mines Master Index File (MINES). • PCB Activity Database System (PADS). . Toxic Chemical Release Inventory System (TRIS). • FIFRA/TSCA Tracking System (TSCA, FTTS). State ASTM Databases: Inactive Hazardous Waste Disposal Sites in Colorado (SHWS). • Facility Register (State Landfill). • Leaking Storage Tank Incident Reports (LTANKS). Petroleum Bulk Storage Database (UST, CBS UST, MOSF UST, AST, CBS AST, MOSF AST). . Hazardous Substance Waste Disposal Site Inventory (HSWDS). RMG — Rocky Mountain Group 19 RMG Job No. 161304 . Voluntary Cleanup Program (VCP and INDIAN VCP) Additional Environmental Records: . Brownfields Sites (US BROWNFIELDS) Local Lists of Landfill/Solid Waste Disposal Sites (HIST LF, S WRCY, INDIAN ODI and ODI) The above lists are inventories only and are not an indication of environmental non- compliance or violation. The subject site was not identified on the databases searched. Additionally, there were no mapped sites less than a 1/8 mile search radius reported. Two sites were mapped within 1/8 and 1/4 mile of the subject site and were mapped at a lower elevations and are not considered to impact the subject property. The search distances indicated are in conformance with ASTM E-1527-13 for Phase I ESA's. The five mapped sites were as follows: prtAP ID SITE NAME ADDRESS DATABASE ACRONYMS RELATIVE ELEVATION DIST (ft. & mi_) DIRECTION Al ARS COMPANIES 5190 PARFET ST AST Lower 1064,0-202, SSE A2 ABSOLUTE CONTROL SYS 5168 PARFET #G RCRA NonGen i NLR, FINDS, ECHO Lower 1107, 0.210, SSE 3 RESIDENTIAL PROPERTY 11818 WEST 52ND AVEN US BROWNFIELDS Higher 2427, 0.460, WSW 4 ROCKY MOUNTAIN BOTTL 10619 WEST 50TH AVEN SWRCY, NPDES Lower 2541, 0.481, SE 5 KMART #4129 9881 W 58TH AVE CORRACTS, RCRA-CESOG, FINDS, ECHO Lower 4968, 0.941, NE The Map Findings are presented in Appendix I - the EDR Radius Map Report with GeocheckTM DATABASE SEARCH RESULTS RMG reviewed the EDR data and four Orphan Sites were found. The four unmapped orphan sites were as follows: C# EDR0 8bN3ne SdeAdNm Lp Daw2ws) ARVAIDA 10MOM LECTRA PRODUCTS MW56TH 002 CORRACTS,RCRANmGen/NIR DENNIER 5106198775 NORTH RETAIL DEVELOPMENT AREA EAST 53RD AVE VCP DDIVEt 5110819751 RTTIGOLD LINE DENVER ARVADA,IiY<EATRIDGE VCP DENVER S121132475 FILM #52-DfNVERPUBLIC SCHODLEI N. OF 56TH AVE. BETAPENHAVANA VCP The orphan sites are located more than 1 mile away from the subject site. Therefore, the orphan sites are not anticipated to impact the subject site. RMG— Rocky Mountain Group 20 RMG Job No. 161304 4.0 SITE INSPECTION The evaluation inspection was completed on December 12 and 13, 2017 by Mr. Michael Anderson of RMG. General weather conditions during the site inspection were clear and partly cloudy skies with a temperature of approximately 60 and 50° F. The purpose of the site inspection was to evaluate the presence or absence of the following potential indicators of environmental concern: stained or discolored ground; the absence of vegetation or dead vegetation; areas of visibly different soil; hills, mounds, or depressions that do not appear to be part of the natural topography of the area; discolored or odorous liquids, whether flowing, standing or ponded; noxious odors from various sources; waste containers, including the labels on the container, if any; the integrity of the container and the risk of leakage, and the extent to which the container is exposed to the elements or to humans; the general presence of debris on the site; sources of surface water drainage from the property including ditches, manholes, culverts, etc.; roads, railroad tracks, paths, etc. present on the site; obvious areas of potential contamination, whether waste disposal or treatment areas, including process pits, ponds, lagoons, vats, tanks, etc.; the presence of structures, type of structures, approximate age, and the nature of the activities which occurred there; the presence of waste containers, inside structures on the property, or other evidence of waste disposal practices occurring in such structures; unpaved parking lots or other such areas where polychlorinated biphenyl (PCB) oils may have been used for dust control; fuel storage and transfer lines; RMG — Rocky Mountain Group 21 RMG Job No. 161304 receiving and storage areas for raw materials and final products; the presence of pollution control equipment; discharge points from structures on the property for the possible presence of polychlorinated biphenyls (PCBs); standing structures and un -removed debris from demolished structures, if currently situated on the subject site, for the possible presence of asbestos; the nature of immediately adjacent property, including whether they are developed or undeveloped and the type of industries present, if any; and, septic systems, wells, and any other areas of possible concern, or where sampling may be desired, which are discernible from professional experience. 4.1 Interviews Owner, Owner Representatives, and User Questionnaires from Summer Clark, Joel Lubke, and Greg Skalla dated December 4, 2017 are attached hereto in Appendix F. The user and owner questionnaires did not reveal environmental concerns that warrant further review. Due to time constraints, an interview was not conducted and user questionnaire was not sent to the City of Wheat Ridge; however, the data gap is not considered material such that would otherwise change the findings and recommendations provided in this report. 4.2 Building Interior The subject site currently has twenty-one structures. Structure interiors were not observed due to access issues for the two residences on 5372 and 5392 Quail Street. The inability to access these structures is not anticipated to be a significant data gap that would affect the findings and conclusions in this report. Structures that were not observed are not anticipated to impact the proposed construction. The three structures on the southwest portion of the subject site at 5352 Quail Street were not observed. Sixteen structure interiors were observed on December 12 and 13, 2017 in the presence of Summer Clark (Seller/Buyer Representative). Fifteen of the buildings are auxiliary (garages, barns, sheds, well house, chicken coups, playhouses) and one is an alternate single family residence. The auxiliary buildings are uninsulated and consist of light, wood frame construction. Some of the buildings have steel/tin siding and roofing. The conditions of the buildings are poor. The buildings are generally filled with agricultural, household, automotive, and construction debris. Photos depicting the exterior and interior of the buildings and brief descriptions can be found in Appendix A. RMG — Rocky Mountain Group 22 RMG Job No. 161304 4.3 Exterior and Surroundine Grounds Based on site observations, three residential homes on the subject site are serviced by water well and septic. Aboveground electrical utilities are installed on the west side of the subject site, parallel to Quail Street. Topography on the subject property and surrounding area generally slopes gently toward the south and southeast. Vegetation consisted of low-lying grasses and weeds with deciduous and coniferous trees. Odors consistent with gasoline, oil, and fertilizer were observed within the auxiliary structures on the central and northwest corner of the subject site. More specifically, the odors were recognized within the barn structure on the east side of the property at 5372 Quail Street and in the large garage northeast of the residence on the property at 5392 Quail Street. Dry ponds were observed on the northwest corner and in the central portion of the subject site. An extensive amount of debris was observed on the north parcel, particularly on the northwest corner. Debris and debris _piles generally consisted of agricultural, household, automotive, and construction materials. No spills or stains were observed on the subject property or surrounding areas. The subject property is shown on the Site Photos in Appendix A 4.4 Adjacent Property The subject property is located in an area of primarily residential land use and is surrounded by the following: North: Sterling Estates — Rural Residential South: Quail Ridge Estates — Rural Residential East: Sterling Estates — Rural Residential West: Vacant Land - Unzoned 4.5 Environmental Liens and Chain of Title EDR Environmental Lien and AUL Search provided to RMG indicates that there are no environmental concerns that warrant further review. The EDR Environmental Lien and AUL search is attached in Appendix G. 5.0 SUMMARY OF FINDINGS 5.1 Polvehlorinated Biphenvls (PCBs) Above ground electrical services are installed along the west side of the subject site, parallel to Quail Street. At the time of the site reconnaissance no PCB -containing transformers were present. It is not anticipated that PCB -containing transformers will be used. RMG — Rocky Mountain Group 23 RMG Job No. 161304 5.2 Asbestos Containing Materials (ACM) The subject site currently has twenty-one buildings. Four are residential and seventeen are auxiliary structures. Three of the residences were built before 1962 and one of the residences was built at an unknown time. Therefore, asbestos -containing insulation, acoustic tiles or fireproofing may be present at the subject site. 5.3 Underground Storage Tanks (UST) and Aboveground Storage Tanks (AST) Evidence of ASTs or USTs was not observed during the site inspection. The Colorado Department of Labor and Environment — Oil and Public Safety tank registration database did not indicate that USTs or ASTs are registered at the site. 5.4 Radon Most of Colorado is generally considered to have potentially elevated levels of radon gas. Therefore, the infiltration of radon gas is not considered to be a significant concern for this site as radon mitigation techniques can be implemented during construction to reduce the overall potential 5.5 Hazardous Materials Potentially hazardous materials, such as solvents or cleaners, were not observed during the site visit. 5.6 Re:zulatory Concerns No known regulatory concerns were associated with the subject site. 5.7 Report Review No known geotechnical, geologic reports and environmental assessments for the subject site were available for review. 6.0 CONCLUSIONS AND RECOMMENDATIONS 6.1 Conclusions These conclusions are based on available information in the form of surveys, maps, plans, publications, conversations and a physical inspection of the subject property by a qualified environmental professional. • The subject site is currently developed as three single family residences that were reportedly constructed before 1962. Auxiliary buildings within the subject site reside primarily on the west and northwest side and consist of barns, garages, sheds, playhouses, a well house, and a chicken coup. The east side of the subject site is vacant and undeveloped. RMG — Rocky Mountain Group 24 RMG Job No. 161304 • Residences on the subject site are currently serviced by water wells, septic, and above ground electrical utilities. Existing septic systems will need to be properly excavated and contaminated soil will need to be treated and disposed of prior to development. Water wells will also need proper removal prior to development. • Construction of the proposed detention pond on the southeast corner of the subject site will need to ensure proper setback from any existing septic system on the parcel furthest to the south. • Surface water drains generally to the south and southeast. The presumed direction of groundwater flow is also to the south and southeast. • Historically, the subject site was primarily used for residential and agricultural purposes. • Sanborn Fire Insurance maps were unavailable for the subject property. • Review of aerial photographs and historical topographical maps indicate that the general vicinity of the surrounding site were developed after 1963 and were used for primarily for rural purposes. • The questionnaire's submitted to the current property owners, owner representatives, and representative of the buyer were reviewed and environmental concerns/violations were not recognized. • According to the search performed by EDR, DOD, registered UST's or AST's (past or present) have not been located at the subject site. • Review of the EDR report revealed that four Orphan Sites were mapped and is noted on page 29 of the EDR Radius Map Report presented in Appendix I. Orphan sites are located more than 1 mile away from the subject site and are not anticipated to have an impact on the subject site. • Evidence of dry ponds and odors were recognized on the site at the site inspection. Water -filled ponds were identified on the historical maps on the northwest corner and central portion of the subject site. Discussions with the owners revealed that the ponds were primarily used for visual and recreational purposes. According to the historical photos the ponds appear to have dried up not long after their appearance. Odors consistent with the smell of gas, oil, and fertilizer were recognized within two of the auxiliary structures. Gasoline containers were visually identified and did not RMG — Rocky Mountain Group 25 RMG Job No. 161304 appear to be damaged or leaking and are not anticipated to have an impact on the subject site. • Evidence of pits, lagoons, or distressed vegetation was not observed on the site at the site inspection. • RMG did not find evidence of environmental concerns associated with the subject property. • Recognized environmental concerns were not identified relative to the subject property. • No data gaps were identified that would prohibit RMG from reaching these conclusions. 6.2 Recommendations On the basis of the observations made and the information reviewed during the course of this site assessment, it is RMG's opinion that asbestos is a non -scope consideration that the owner of the property may want to assess after the removal of the existing structures. Asbestos is outside the scope of ASTM E1527-13 practices. If the Client elects to inquire into non -scope considerations it is recommended that a professional organization that is familiar with the standards and protocols for the assessment of asbestos be obtained. It is also recommended that all the deleterious material (e.g. household debris/trash, construction debris, septic components and related contaminated soils, tires, well components, wood piles, steel/metal, concrete, CMU blocks, old appliances and electronics, automobiles, liquids (e.g. oil, gas, etc.) should be disposed of in accordance with applicable regulatory requirements. If the wells onsite are no longer to be used, they will need to properly be plugged and a Well Abandonment Report (GWS -09 httV://water.state.co.us/DWRIPub/Documents/gws-09.pdf) must be filed with the Colorado Division of Water Resources. The Colorado Board of Examiners (BOE) of Water Well Construction and Pump Installation Contractors publishes a list of licensed well contractors located at: http://water. state.co.us/groundwater/BOE/Pages/L icensedContractors.aspx RMG does not believe there are other environmental concerns associated with the subject site. RMG — Rocky Mountain Group 26 RMG Job No. 161304 7.0 QUALIFICATIONS OF ENVIRONMENTAL PROFESSIONALS This .Phase. I ESA has been performed and prepared by RMC for Schal InvestmentS, LLC in general. conformance with the scope and limitations of ASTM Practic.e.E-1527-13 for a proposed single and multi-finnily development along West 50' Avenue and Quail. Street in the Town of Wheat Ridge, Jefferson County, Colorado by the undersigned Environmental Professionals. Signature Michael R. Anderson staff Geologist Reviewed by - 11 11 Signaturei' Kelli M. Zigler., P.G. Project, Geologist RMG - Pocky Mountain Group 27 RMG Job No. 161304. 8.0 CERTIFICATION BY OF ENVIRONMENTAL PROFESSIONAL This Phase 1 ESA has been performed and prepared by RMG for Schal Investments, LLC in general conformance With the scope and limitations of ASTM Practice E-1527-13 for a proposed single and multi -family development along West 5410, Avenue and Quail Street in the Town of Wheat Ridge, Jefferson County, Colorado. The Environmental Professionals responsible for the implementation of the Phase I ESA and the preparation of this report were Mr. Michael R. Anderson and Ms. Kelli M. Zigler for RMG - Rocky Mountain Group. The site inspection and the regulatory interviews/conversations were conducted by Mr. Michael R. Anderson with RMG- Engineers, in. 201.7 and Ms. Kelli M. Zigler Environmental Professional, as defined in the ASTM E-1527-13, Ms, Kelli M Zigler have more than 17 years of experience in envirozunental site assessments. We declare that, to the best of our professional knowledge and belief, we meet the definition of Environmental Professional as defined in §312.10 of this part. We have the specific qualifications based on education, training, and experience to assess a property of the Mature, history, and setting of the subject property. We have developed and performed the all appropriate inquires in conformance with the standards and practices set forth in 40 CFR part 312. - r Signature — - Michael R. Anderson Staff Geologist .,i Signature Kelli M. Zigler, P.G. Project Geologist RMG - Rocky Mountain Gmup 28 IRMG Job No, 161304 FIGURES �•-- r , , Ir W 54TH AVE• AREA OF INVESTIGATION _ ., _ - AL. r;,S - i�= �lk K i N W E S "581, 5372 AREA OF INVESTI C, 'ION .. h4'liiCJi� •- F -I ESA PHASE 1 AREA OF INTEREST NOT TO SCALE JOB. No. 161304 DATE: 12.05.2017 C T S ` Cobrs& S;drQ%f.080918 SAP (719)548-0600 KNOLOCATION G', CantrffiOfine: Enoewwd,CO80112 5392, 5372, & 5352 QUAIL STREET ERS (75 WHEAT RIDGE, COLORADO ROCKY MOUNTAIN GROUP (970 &a1071 CO 8M SCHAL INVESTMENTS, LLC JOB. No. 161304 DATE: 12.05.2017 APPENDIX A SITE PHOTOS Site Photographs: December 12 & 13, 2017 Photo 1- Looking NW from SE corner of subject site. Photo 2 — Looking N at a mound of fill on the NE corner of 5352 Quail St. Photo 3 —Looking E from SW corner of 5372 Quail St. Photo 4— Looking E from NW corner of subject site. F ,.� W .. . . • `!- Via; � ,fir - yr7.,.4w WNW ,� - - ... �`e i r � � �:, � � pi i i{. r' e � � '1 !� � � ,u' � yip 1 AP� Nk- Op-tv" 40- � j ��' X �' 1 '�� _:� ,i � ,, •+�:-ytii, .jest'. ��. T., {• � � f i • � :r -. �. ,r,� - 3 a t+. ' � 1 r, - K. � r �.�.� .> a - ...� 'r 1.. Photo 22 - Residence at 5392 Quail St, looking N. Photo 23 - Driveway at 5392 Quail Street, looking E. Photo 24 - Alternate residence at 5392 Quail St, looking E. Build date is unknown. Photo 25 - Interior of alternate residence. Photo 26 -Campers and auxiliary building directly N of residence. Photo 27 -Access road to NW corner of site. 6 Photo 28 - Drum labeled "Glazed Sealant Base", empty and intact, used for water storage according to the owner representative. Photo 29 - Debris pile in the area N of the alternate residence. Photo 30 - Exterior of shed directly N of alternate residence. Photo 31- Interior of shed. Photo 32 - Exterior of playhouse, N of alternate residence. Photo 33 - Interior of playhouse, no odor, shelved oil and miscellaneous containers that appeared to be intact and not leaking. Photo 34 - Exterior of well house, adjacent to playhouse, on the W side. Photo 35 - Interior of well house. Photo 36 - Playhouse #2, NW corner of subject site. Photo 37 - Interior of playhouse (books and household debris). Photo 38 - Garage, NE of residence. Photo 39 - Interior of garage, primarily house furnishings. Photo 40 - Interior of garage. I Photo 41- Exterior of garage, E side . Five gallon buckets filled (parts). Photo 42 and 43 — Exterior of the E side of the garage, looking N. Debris consists of construction and household material. 10 c t �j r Air Photo 48 — Looking S from the S side of 5392 Quail St. Remnants of an automobile, boat, and truck topper. Photo 49 - Large pile of wood, E of the residence at 5392 Quail St, looking W. Photo 50 — Looking N at a debris pile directly N of the wood pile. Photo 51- Looking E toward the location of the septic system, directly S of the alternate residence at 5392 Quail St. 12 Photo 52, 53, and 54 — Looking N and W at the exterior of three chicken coups grouped together in the central portion of 5392 Quail St. Coups are enclosed by chain link fence and surrounded by miscellaneous steel and automobile wheels and tires. 13 i u.0c;. ,�.. 4+ 1 M Photo 59 - Exterior of shed S of the chicken coups, looking W. Photo 60 - Interior of shed. Unknown substance in five gallon bucket that appears to have spilt on the wood below and has become solidified. Photo 61- CMU debris pile, E of the above shed in the W central portion of 5392 Quail St, looking N. Photo 62 - Remnants of the original foundation built with river rock. Located in the W central portion of 5392 Quail St. 15 Photo 67 - Looking W to exterior of shed W of residence at 5392 Quail St. Photo 68 - Interior of shed. Contents are primarily household items. Photo 69 - Looking SW toward the exterior of original garage, built from river rock. Photo 70 - Interior of garage primarily consists of an automobile and household items. 17 I APPENDIX B ■I a a 91 :: PHOTO DECADE PACKAGE SCHAL Investments 5372 Quail St Wheat Ridge, CO 80033 Inquiry Number: 5127404.12 December 04, 2017 6 Armstrong Road, 4th floor Shelton. CT 06484 (rEDRF Toll Free: 800.352.0050 www.edrnet.com EDR Aerial Photo Decade Package 12/04/17 Site Name: Client Name: SCHAL Investments 5372 Quail St Wheat Ridge, CO 80033 EDR Inquiry # 5127404.12 RMG Engineers 2910 Austin Bluffs Parkway Colorado Springs, CO 80918 Contact: Michael Anderson Environmental Data Resources, Inc. (EDR) Aerial Photo Decade Package is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's professional researchers provide digitally reproduced historical aerial photographs, and when available, provide one photo per decade. Search Results: Year Scale 2011 1"=500' 2009 1"=500' 2005 1"=500' 1999 1994 1988 1983 1979 1971 1963 1937 1 "=500' 1 "=500' 1 "=500' 1 "=500' 1 "=500' 1 "=500' 1 "=500' 1 "=500' Details Flight Year: 2011 Flight Year: 2009 Flight Year: 2005 Acquisition Date: October 04, 1999 Flight Date: September 25, 1994 Flight Date: July 21, 1988 Flight Date: October 05, 1983 Flight Date: June 21, 1979 Flight Date: August 06, 1971 Flight Date: May 18, 1963 Flight Date: July 22, 1937 Rnurr_a USDA/NAIP USDA/NAIP USDA/NAIP USGS/DOQQ USGS USGS USDA USGS USGS USGS USGS When delivered electronically by EDR, the aerial photo images included with this report are for ONE TIME USE ONLY. Further reproduction of these aerial photo images is prohibited without permission from EDR. For more information contact your EDR Account Executive. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 5127404- 12 page 2 7r 67-4-1 OF I I iFe bQ_4 j 42ti if I't -AL 10 :4v . . . . . . . . . . . . 0 9 ago, R 4,W sk- z Or kY m es mtazz 10 4 "� .:�,•. � ...•�� i ��w `yrs: - La ..r,..► fir- • .f �� ��� �: �� ' s �' s fir. _ — -'2+ - _ y!j• - Y � Y �' a WLP FA Ll �� �:� f` + �... �. �•� - �s •',mow - ., � ' i,d i•�, �. :� �.j ��� .moi �� ° 4� �'k5 - .'�A� ! • _ . �!= .. ���������"`!!! 'err -r7 v . 4 1 r" - r a --a A 4 • '' - - -_yrs, -" ; �;:. ,L;:��r�►. — y.,s - -----"'---•nom --. ya..-..� r-' .. ��! .� ,:.i. rte`" • . .. r f ` � • pyI r •r�-• ' - �� der• - 1 - - _ • -' -� ' � � ,``- .�V- -fit 'F ..a;r �; � J. �:Y.1 _fir.-► _ .t, -" _'tea• _ ... ::F� SM- ip ki All ----- ----- ..... . . . . . . 1 INQUIRY #: 5127404.12 _ s• , YEAR: 1971 EDR" :.v = 500' r" - 'L''(K • _ :' •`��.� :-�j:i aRw-r_'�j wig INQUIRY #: 5127404.12 YEAR: _ 1963 ,ur 1N = 500' (CEDR' A d f _ LL9 f r - A APPENDIX C THE EDR HISTORICAL TOPOGRAPHIC MAP REPORT SCHAL Investments 5372 Quail St Wheat Ridge, CO 80033 Inquiry Number: 5127404.4 December 04, 2017 6 Armstrong Road, 4th floor CEDR0 Shelton, CT 06484 Tell Free: 800.352.0050 www.edrnet.com EDR Historical Topo Map Report Site Name: SCHAL Investments 5372 Quail St Wheat Ridge, CO 80033 EDR Inquiry # 5127404.4 Client Name: RMG Engineers 2910 Austin Bluffs Parkway Colorado Springs, CO 80918 Contact: Michael Anderson 12/04117 CEDW EDR Topographic Map Library has been searched by EDR and maps covering the target property location as provided by RMG Engineers were identified for the years listed below. EDR's Historical Topo Map Report is designed to assist professionals in evaluating potential liability on a target property resulting from past activities. EDRs Historical Topo Map Report includes a search of a collection of public and private color historical topographic maps, dating back to the late 1800s. Search Results: Coordinates: P.O.# NA Latitude: Project: NA Longitude: UTM Zone: UTM X Meters: UTM Y Meters: Elevation: Maps Provided: 2013 1941,1942 1994 1939,1941 1980 1899 1971 1965 1957 1950 1944 39.793788 390 47'38" North -105.122947 -105° T23" West Zone 13 North 489473.78 4404877.34 5471.16' above sea level Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 5127404 - 4 page 2 Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. 2013 Source Sheets Arvada Golden 7.5 -minute, 24000 7.5 -minute, 24000 1994 Source Sheets F J Golden Arvada 7.5 -minute, 24000 7.5 -minute, 24000 Aerial Photo Revised 1990 Aerial Photo Revised 1990 1980 Source Sheets Golden Arvada 7.5 -minute, 24000 7.5 -minute, 24000 Aerial Photo Revised 1978 Aerial Photo Revised 1978 1971 Source Sheets Arvada Golden 7.5 -minute, 24000 7.5 -minute, 24000 Aerial Photo Revised 1971 Aerial Photo Revised 1971 5127404 - 4 page 3 Topo Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. 1965 Source Sheets Golden Arvada 7.5 -minute, 24000 7.5 -minute, 24000 Aerial Photo Revised 1964 Aerial Photo Revised 1964 1957 Source Sheets Arvada Golden 7.5 -minute, 24000 7.5 -minute, 24000 Aerial Photo Revised 1954 Aerial Photo Revised 1955 1950 Source Sheets L Arvada 7.5 -minute, 24000 1944 Source Sheets Arvada Golden 7.5 -minute, 31680 7.5 -minute, 31680 5127404 - 4 page 4 Topa Sheet Key This EDR Topo Map Report is based upon the following USGS topographic map sheets. 1941, 1942 Source Sheets I h. Arvada Golden 7.5 -minute, 31680 7.5 -minute, 31680 1939, 1941 Source Sheets -4j 'Je Golden ARVADA 7.5 -minute, 24000 7.5 -minute, 24000 1899 Source Sheets West Denver 30 -minute, 125000 5127404 - 4 page 5 Historical Topo Map 2013 ...�...�...•f Rt ' ,„_.�.•; ,C_..• ' j, ': i' ;`q'";£�so "` \_ 7 g .... Xt.:.L.... , W66 N W 64TH -17 _ .'i.,_ fr.-jy3.�. ,1,.:3 y : p�k^'�.._. 1,, ,s, +.•- `'•-- .. _ _ :nAVE ,Q a _ `}tLc Meado w t 'W -62ND 1uc1,e�_1 ._ _" �, }�•_�� .oy r� ake Q I Crestmon r yl. �' r E L Koldeway , `3 '. ALLENDALE DR �r. .�� , � � m_ � rtA U7 W �7HIA � . ' l iv�i 1 - �.-..L._:y� ,, ✓ J '. 11'O -L ,..,,..._..• BROOHS PR j1 OAll 'N 1 .. antilelY... r. �„ -?-_ •--;._...... 1 .�, W'60 AYEt-,>•'-[--`X-- w.59TH AL j� w ar. • j '. 1 �. t 7 W AVE W 58TFI AVE t RALSTON RD i 58TH .� f -� ...f 1 / ijj .. �... -••-��.t __ � AND >^ W"56TH DR fJ S_ ..hne( t ti o •; # '„Si8te37x Ce ada W -»-�;t /'.�'" �' i.s. �i� •, s �,.•..:..-"'- ...,.'s�3D 1_-t�-.N.-56 H-' ' HAVE• ,Jt d { ow Ridge -W.; 4FN DR"-.-'-,... AV,F _ / ... ....�. .. 1'. W154TH.i1Y - i`� }.e',. `-- 4,; ,..,.•-J'"'.� 'r 1 r - � t .:.�._Park�YSl _1:7 v� /•`"fir ' •_r. ` 1, 1.,,,.. 40DE Rf1 '' -. �� �' 9 _ •+- � .' � 7 ; - W 52ND AVE,' t i Fr �6 -.. Litt'?.�-✓ .''' .• /'/ �' ...°'`.. ' Z 51 STAVE - IRiDGE RD aS:..ir e iit rERr _ -..-W ..' 1003S R069W �. �r 1 r .Y , I/ i • } Mount I Olivet 1 W 5 AVE . �..... .......! .. .. w.4$T!f i! N f 70,SERVECE,RD` N FRONTA 1170 - � io`--•--e r G r.�..-�. I I F 1 S ` a� i zi LNOi'1Cli le Cern - —� � Valley F• a 45TH en V t w: TH AVEi', $ [ .. -tt W 44TH AVE 20 i •.. _ __ 21 HaPPy'Val1eY . f st+' r Gardens Tab or Lake>, i! wa15 Wye Lena t `i Nr ATRIDGE YME i_..• uc , ' :f ••� I .:'' brid' This report includes information from the following map sheet(s). NW N NE i W t SW S SE TP, Arvada, 2013, 7.5 -minute W, Golden, 2013,7.5 -minute 0 Miles 0.25 0.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers 1.5 A I! N- 5127404 - 4 page 6 CEDW Historical Topo Map 199, A�' 71i \ � • i s _ �ja' ick - - - - t A J I III I Vr r i �/MR4 • ...e, r 1.-1 fF : rY 6, w .`• fir;;' ' (�f !• . Rsr 1 --}• i7, I. • •� r`tom,"' ••��,T."' • la r ti i r 1 ■ • + "r• list Aott ;� �. 1 ..` .w • s.. te,•« fs c• 4' 4.'--/� ,.,.,,✓ P fii�6tk r 1 _ '" i �' :YT. S' • t. i '�.....:./ ''`•""' g Cemete x.s lop— y r WEST laic�lYr -p� � • ON.!■ ~t1 Val 1 wRRw j - w i!i INN • 3 *up tiAt±11AIT ■ am • 76 A ■ IN a .. ` v rFii3 i t RIIR ..% i.- �. •`,, C sai R Vol! L^ / qtr eimm a , a t i• HEAx 7. ppr This report includes information from the following map sheet(s). TP, Arvada, 1994, 7.5 -minute W, Golden, 1994,7.5 -minute 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 A CLIENT: RMG Engineers lr .N- 5127404 - 4 page 7 EDR• Historical Topo Map 1981 A]) A' _� �• r?- - i -ate—s=9` ��� •r `■11�E• `,s WMi 713..uiskr•��� : ! ... a.. s .. l , .6`. _. io 1 .. c 8.T AYS• S , r . L( a. x-r'.r - � . ..m.-n..�:.- -.� w 5T' .•ti 5 iH • � �`>w ..� is Pi `K tot •r _ kk WA .16 jr 1. .�fr� .•P�.' ! •h r _ n ,/^� _ ��• •Task _ _t" � f e, -- -- - - ' - , ���-`:��• `tSa,6g €oraN ,, i �q:i y.�'�- € e�NOmej. �.t _-. Z..- � ! ..�•:: .: .� MUFmG Six• V k: t�x �a y It k"\ N T 0 L t T1 �,i 'tea { `- ■ �• 3 �' 1,Pt.�fxr �; x f! � ��' { �f 6^^� •a! ��°r ; .�. :�I ; i� f,� ��i y .,x �;s i, U 4-C -„I / f ■LQ"t' B•• 1 1 r a L ' •� 7- -.5 � is � Vit. "� �� �! %� "� y. e,_«•'+»' l�a..yls• .� ., I . r. �P � 7 Frj . AYf 40 . ff duic 77, `� ,�e4 � �� Jam, �; `; -� �_-4 '�. �� �• _`7 - This report includes information from the following map sheet(s). NW N NE I TP, Arvada, 1980, 7.5 -minute W, Golden, 1980, 7.5 -minute E W j SW S SE 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers 1 l N• 5127404 - 4 page 8 CEDW Historical Topo Map 1971 i.++...` `.r �. � - •� r �< •T � �` .rr rs I �r ' • - ,y �' � ��`' � • y • {�: ^1 :l� ;a .77P A.1e.d.k• tla i.yp:e g 4;, z ,.. ? .1 A1�G :lf FA ,. _�• s ,d fij _ _ +4 1� j„['TF4�Ijlg; ' i •R I r.,.4 - Ji1}— . J,f � . « y.. _ .. .- � r,; L u. -- =ter • -y . u .� _ �' Y F3,+s., . �qc ag ... _,_ _.,} -.�T ., k n1 ~,Y '_•i'- .. � � :�ik_ _ - L • a -e. r ;CCK{.YL.i`' I —F faEN[7 JIB .�~ ' 1 J �G V' a _ : y;.: - ' r i i t I I� Y,►r y _ s r' .Ne sr 40 A ..r:.5459 -s I.'.:.:... —q lac Lit wAb r - , f •.�' .'. wE•- .:.�a:. 1 yi .;ve 1!g.t w� I EA EA T RID � y — � ^ 7F ,_..+ Guich'L�. - �i'•..�7,� This report includes information from the following map sheet(s). NW N NE TP, Arvada, 1971, 7.5 -minute W, Golden, 1971, 7.5 -minute W I SW S SE 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers 5127404 - 4 page 9 CEDIr Historical Topo Map 1965 F » • Ail _ ' � T •� � �` J 4. Al r �yCeinat>'ti.►g. ,�, ` Ate. '4'.!" Y •" "°" • > � 't ..... � �' �` � ° J .I. s+.+• a,3 3G ^ E � � � � � �" kq,�[ t {i F m .... _. r•y- i3,V ` .( �`>.«; "~',` ';. 4, tato —=1:.5 .r•+.—F€ .k. -. ,we.�..- ,,A. r e Home) dpjAl ` 1't')EEf< •i"� .. �!c S ..�i s■'".J"'•"1S � ,�%'!/.^'_^ �syC11i�:...« �� m{22 ` l -•. - . ♦ , .fl ..,.,�,, .. bei ISI i irr � • � ... y , ;...�,� ` ,� ti -. �*:; ,....+^,,./' _ � 5.34,t "+.,.� 'A•Y. 1 ,�jl Ju f ■ � i Its 4.05 This report includes information from the following map sheet(s). NW N NE TP, Arvada, 1965, 7.5 -minute W, Golden, 1965,7.5 -minute W SW S SE 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 _ CLIENT: RMG Engineers f 5127404 - 4 page 10 CEDW Historical Topo Map 1957 flame? e � f- _. _'� ^•� ✓! Tay I " � %a. I O' L I Y+ r fi •r. L Fi ,fir l.. . 4. FrWtd& ai . �A � .3.Y ►`. f' r . .. ..r ! ' •'��" " 9`.T. e • •44 iH- .mP• ,.,rte—`,.✓ i✓ . n•• .t I ,r..a • I. I r $"9'i5if .:2 :' rl:,� r ado ", + ' ` „ , a- • f rt �, � rt ,� : -mak. _. � I�"f '�....rr^ �� '�� � _.t i c t This report includes information from the following map sheet(s). NW N NE TP, Arvada, 1957, 7.5 -minute W, Golden, 1957, 7.5 -minute W SW S SE 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers 5127404 - 4 page 11 � N Aur.1 • NYi .STY.L 1• 54"; VW (,,reek y . '::' r 0P�Stk(.. 4 _ i, J.i D.Y ' � . -^^.^.^v°°°'. �gt,, F'' • y 16 r /" �� LA' R k� s � I O' L I Y+ r fi •r. L Fi ,fir l.. . 4. FrWtd& ai . �A � .3.Y ►`. f' r . .. ..r ! ' •'��" " 9`.T. e • •44 iH- .mP• ,.,rte—`,.✓ i✓ . n•• .t I ,r..a • I. I r $"9'i5if .:2 :' rl:,� r ado ", + ' ` „ , a- • f rt �, � rt ,� : -mak. _. � I�"f '�....rr^ �� '�� � _.t i c t This report includes information from the following map sheet(s). NW N NE TP, Arvada, 1957, 7.5 -minute W, Golden, 1957, 7.5 -minute W SW S SE 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers 5127404 - 4 page 11 � N Aur.1 • NYi 1• 54"; WEST II� I O' L I Y+ r fi •r. L Fi ,fir l.. . 4. FrWtd& ai . �A � .3.Y ►`. f' r . .. ..r ! ' •'��" " 9`.T. e • •44 iH- .mP• ,.,rte—`,.✓ i✓ . n•• .t I ,r..a • I. I r $"9'i5if .:2 :' rl:,� r ado ", + ' ` „ , a- • f rt �, � rt ,� : -mak. _. � I�"f '�....rr^ �� '�� � _.t i c t This report includes information from the following map sheet(s). NW N NE TP, Arvada, 1957, 7.5 -minute W, Golden, 1957, 7.5 -minute W SW S SE 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers 5127404 - 4 page 11 CEDE• Historical Topo Map 1951 This report includes information from the following map sheet(s). NW N NE TP, Arvada, 1950, 7.6 -minute W SW S SE .4� :— 645 —6460 10Mi 1 11k �jf- , I- 5400 creek N 12— L v 40 t4o spar NA ff 16 14 6.4 A 15 D 5343 FYWtdAle :SGil ',. 44* 21 IT 22 '4 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RIVIG Engineers N- 5127404 - 4 page 12 CEDW Historical Topo Map 1944 YI rP �. ... __ \.tom .1 '\I� . • i '' Yti-. , ����wq���� -SOC.- GaAs rF � • I Y �' � � r'y �4�~� �r +i , • 11 10 Id � � 91j F-•�J~ �' tt NE y JV - re -� � .`qtr` 4 • s .T,S: ......... ....-.w.-.. sw.e.-:..moi.. s..... 1'ST" "�--'--•.-J'�-�"=. �..,.'at`."�'_',"LL''-�"„''�"�-�"i�$!dfl t;reek I r5� j wo t -OP" 4"? 17 16 15� '--- ji _ 4 x•a $181 ofAV a t it 'i i3t.1VIA— vr�` � r a.a `tet Ixl a I »i w F ruitddle a ;i• i s�• 1i w+.` s'iw" yw � 1 w w w _ �'S.�w I " •�' �� -L- .' •ry �'4��-'�]" x r..•�• x y" A _i�(�" Yzx it ° ` ��`.�•'T.•--� � a'v�34i `Tw c 20 4 21 1 ,� s z^t J ,�, ,Pii� p d� N22 IF 1 ?� t • �."'-- T r-.� fir' This report includes information from the following map sheet(s). NW N NE TP, Arvada, 1944, 7.5 -minute W, Golden, 1944,7.5 -minute W SW S SE 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers fp -.N. 5127404 - 4 page 13 CEDW Historical Topo Map 1941. 1942" _V L, •i ` seas r . r• � _ + li � �. • 113 � •+, ��y ,,rsti'"� ,,� - —�_ _ ro • . 5 V � i \;F It Opi w r PRO 16�f 16 • 41 l7t.M Fir—, ': `" j.� i 615 -x .�,... ARItx a '\ f* ..._.,_ ._.-...-.» _ "•... q.... _ •,li- - - :. - ^"""'._ «....,..-„.«....,. 8343 ,r i �.,e .. '� ” {{ .ate tp .(�r� ii w •c}''. ' •� " y��* I It r h,8}•,� - }.#•54 .Q if X16 `Frultdal _ aM'R.: _."` I,!. ;;i:. ".� #r.. cava"+ " ,",' •� r' Sch 20 2 k. 21 4 , 4 22 •4 R - �; -==1 �r . . pro Bp rt' W1 This report includes information from the following map sheet(s). NW N NE TP, Arvada, 1941, 7.5 -minute W, Golden, 1942, 7.5 -minute W SW S SE 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers 1 5127404 - 4 page 14 CEDW Historical Topo Map 1939. 194 This report includes information from the following map sheet(s). TP, ARVADA, 1941, 7.5 -minute W, Golden, 1939, 7.5 -minute ILI l 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers f .N. 5127404 - 4 page 15 3 F r11 - •% ? e&xp 1A4 5!•S48 „«,z.BJ • •.. X449 `� id{� • jlij � K + ism ,s 44407 � t i 6 Y7GN he s CRY jY `" •� '#fig'• ;. A � ,✓ ��p peg � � � i This report includes information from the following map sheet(s). TP, ARVADA, 1941, 7.5 -minute W, Golden, 1939, 7.5 -minute ILI l 0 Miles 0.25 0.5 1 1.5 SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers f .N. 5127404 - 4 page 15 CEDW Historical Topo Map 1899 This report includes information from the , following map sheet(s). 0 Miles 0.25 0.5 1 1.5 NW N NE W E SW S SE TP, West Denver, 1899, 30 -minute SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge, CO 80033 CLIENT: RMG Engineers 5127404 - 4 page 16 APPENDIX D CERTIFIED SANBORN® MAP REPORT SCHAL Investments 5372 Quail St Wheat Ridge, CO 80033 Inquiry Number: 5127404.3 December 04, 2017 6 Armstrong Road, 4th floor Shelton, CT 06484 Toll Free: 800.352.0050 www,edrnet.com Certified Sanborn@ Site Name: SCHAL Investments 5372 Quail St Wheat Ridge, CO 80033 EDR Inquiry # 5127404.3 Client Name: RMG Engineers 2910 Austin Bluffs Parkway Colorado Springs, CO 80918 Contact: Michael Anderson 12/04/17 The Sanborn Library has been searched by EDR and maps covering the target property location as provided by RMG Engineers were identified for the years listed below. The Sanborn Library is the largest, most complete collection of fire insurance maps. The collection includes maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow, and others. Only Environmental Data Resources Inc. (EDR) is authorized to grant rights for commercial reproduction of maps by the Sanborn Library LLC, the copyright holder for the collection. Results can be authenticated by visiting www.edmet.com/sanborn. The Sanborn Library is continually enhanced with newly identified map archives. This report accesses all maps in the collection as of the day this report was generated. Certified Saaborn Results: Certification # D736-4CE0-A07B 1A PO # NA Project NA UNMAPPED PROPERTY This report certifies that the complete holdings of the Sanborn Library, LLC collection have been searched based on client supplied target property information, and fire insurance maps covering the target property were not found. Limited Permission To Make Copies Sanbom® Library search results Certification #: D736-4CE0-A07B The Sanborn Library includes more than 1.2 million fire insurance maps from Sanborn, Bromley, Perris & Browne, Hopkins, Barlow and others which track historical property usage in approximately 12,000 American cities and towns. Collections searched: Library of Congress University Publications of America f EDR Private Collection The Sanborn Library LLC Since 1866'*' RMG Engineers (the client) is permitted to make up to FIVE photocopies of this Sanborn Map transmittal and each fire insurance map accompanying this report solely for the limited use of its customer. No one other than the client is authorized to make copies. Upon request made directly to an EDR Account Executive, the dient may be permitted to make a limited number of additional photocopies. This permission is conditioned upon compliance by the client, its customer and their agents with EDR's copyright policy; a copy of which is available upon request. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any fads regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. 5127404 - 3 page 2 APPENDIX E THE EDR-CITY DIRECTORY IMAGE REPORT SCHAL Investments 5372 Quail St Wheat Ridge, CO 80033 Inquiry Number: 5127404.5 December 06, 2017 8 Armstrong Road Shelton, CT 08484 800.352.0050 CEDW Environmental Data Resources Inc www.edrnet.com SECTION Executive Summary Findings City Directory Images TABLE OF CONTENTS Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EXECUTIVE SUMMARY DESCRIPTION Environmental Data Resources, Inc.'s (EDR) City Directory Report is a screening tool designed to assist environmental professionals in evaluating potential liability on a target property resulting from past activities. EDR's City Directory Report includes a search of available city directory data at 5 year intervals. RECORD SOURCES EDR's Digital Archive combines historical directory listings from sources such as Cole Information and Dun & Bradstreet. These standard sources of property information complement and enhance each other to provide a more comprehensive report. EDR is licensed to reproduce certain City Directory works by the copyright holders of those works. The purchaser of this EDR City Directory Report may include it in report(s) delivered to a customer. Reproduction of City Directories without permission of the publisher or licensed vendor may be a violation of copyright. Data by l3Z F . LopyrightQ2008 All Rights Reserved RESEARCH SUMMARY The following research sources were consulted in the preparation of this report. A check mark indicates where information was identified in the source and provided in this report. 2014 Q 1:1 EDR Digital Archive 2010 EDR Digital Archive 2005 0 EDR Digital Archive 2000 0 EDR Digital Archive 1995 0 EDR Digital Archive 1992 0 EDR Digital Archive 1987 0 EDR Digital Archive 1982 EDR Digital Archive 1977 0 Cole Criss -Cross Directory 5127404-5 Pagel - - FINDINGS TARGET PROPERTY STREET 5372 Quail St Wheat Ridge, CO 80033 Year CD Image Source QUAIL ST 2014 pg Al EDR Digital Archive 2010 pg A2 EDR Digital Archive 2005 pg A3 EDR Digital Archive 2000 pg A4 EDR Digital Archive 1995 pg A5 EDR Digital Archive 1992 pg A6 EDR Digital Archive 1987 pg A7 EDR Digital Archive 1982 pg A8 EDR Digital Archive 1977 pg A9 Cole Criss -Cross Directory 5127404-5 Page 2 FINDINGS CROSS STREETS No Cross Streets Identified 5127404-5 Page 3 City Directory Images Target Street Cross Street Source V - EDR Digital Archive QUAIL ST 2014 5220 BATY, ELLYSE K 5230 C B S TRUCKING & EXCAVATING STRICKLER, CHRISTOPHER B 5250 ASPECT LANDSCAPING JOELS WOOD WORLD LLC LUBKER, JOEL L 5290 GREG SKALLA SKALLA, GREGORY R 5300 CROWE, LANCE T DANIEL AHO 5383 LISENBEE, CAROL A 5527 DELGADO, LORINA L 5537 MARTINEZ, RALPH D 5547 TYRRELL, ALEC S 5557 NORRIS, ERIC L 5567 HALVERSON, LARRY K 5577 RUSSO, KIMBERLY G 5127404.5 Page: Al Target Street Cross Street ✓ - QUAIL ST 5220 RICHARDSON, CHARLES L 5230 C B S TRUCKING & EXCAVATING STRICKLER, CHRISTOPHER B 5250 ASPECT LANDSCAPING COOK, DARYL L 5290 GREG SKALLA SKALLA, GREGORY R 5300 CROWE, LANCE T DANIEL AHO 5383 LISENBEE, CAROL A 5527 DELGADO, LORINA L 5537 MARTINEZ, RALPH D 5547 TYRRELL, ALEC S 5557 NORRIS, ERIC L 5567 HALVERSON, LARRY K 5577 RUSSO, CHRIS 2010 Source EDR Digital Archive 5127404.5 Page: A2 Target Street Cross Street Source ✓ - EDR Digital Archive QUAIL ST 2005 5220 RICHARDSON, CHARLES L 5230 OCCUPANT UNKNOWN, 5250 ASPECT LANDSCAPING COOK, LESTER M 5290 SKALLA, GREGORY R 5300 DOLIN, TIM A 5527 DELGADO, LORINA L 5537 MARTINEZ, RALPH D 5557 CAMACHO, ANTHONY 5567 DELVENTHAL, CHARLINE A 5577 OCCUPANT UNKNOWN, 5127404.5 Page: A3 Target Street Cross Street Source ✓ - EDR Digital Archive QUAIL ST 2000 5250 ASPECT LANDSCAPING COOK, LESTER M 5290 SKALLA, GREG 5300 AHO, ARTHUR J DOLIN, TIM 5127404.5 Page: A4 Target Street ve 5220 OSTER, ELLYSE 5230 OHAYRE, RYAN 5250 COOK, LESTER M 5290 SKALLA, GREG 5300 AHO, ARTHUR J COOLEY, LEROY O Cross Street Source EDR Digital Archive QUAIL ST 1995 5127404.5 Page: A5 Target Street Cross Street Source ✓ - EDR Digital Archive QUAIL ST 1992 5230 GUARANTEED LANDSCAPE INC 5250 COOK, LESTER M 5290 SKALLA, GREG 5300 AHO, ARTHUR J KROGSTAD, JEFF B 5127404.5 Page: A6 Target Street Cross Street Source yr - EDR Digital Archive QUAIL ST 1987 5230 GUARANTEED LANDSCAPE INC HIGH PLAINS STONE CO 5127404.5 Page: A7 Target Street Cross Street ✓ - QUAIL ST 5230 GUARANTEED LANDSCAPE INC 1982 Source EDR Digital Archive 5127404.5 Page: A8 jIfie 3778 3780 3701 3784 3787 3 788 3792 3795 3797 Target Street Cross Street QUAIL ST 1977 v v Culp --I Source Cole Criss -Cross Directory r 4 P L r'ef? 5 NP P J Mc llarns S q V anv#st :1 Ronai,a T Sam 4 Tame M4om 5 NP a U 9 423=3452 421-5373 424-9309 422-9521 422-8420 423-1731 422-0700 420-:3054 423-0290 425-0308 420-:6216 420..6216 424.8291 422-0017 422-0017 422-0301 422-6422 2 Business 5127404.5 Page: A9 4 620 1 Wiftschek 4630 Cad Maasc*-�e 4640 L Oda Se 9~ A Mor'* is y 5220 E M Wer SM * Guaranteed Lam P *Jim W&9m UXI X250 Levef M Coop 5290 Ray 1� 56 Residence. a U 9 423=3452 421-5373 424-9309 422-9521 422-8420 423-1731 422-0700 420-:3054 423-0290 425-0308 420-:6216 420..6216 424.8291 422-0017 422-0017 422-0301 422-6422 2 Business 5127404.5 Page: A9 APPENDIX F ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRES PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street Wheat Ridge, Colorado Please answer the following questions completely and to the best of your ability. Be as specific as possible and answer in good faith. We appreciate your help completing the questionnaire. If you have any questions please contact Michael Anderson at (970) 616-4350. 1. How long have you been affiliated with this site? Please state the current us of the site.. A%,� zolo. A—\ 2. What have been the historical uses of the property? V Ay'l 3. Please list the uses of the adjoining properties. 4. Is the site serviced by water and if so howl? 5. Is the site serviced by sewage disposal system and if so, what type of system? AG PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street Wheat Ridge, Colorado 6. Have there bean, or are there currently, any hazardous substances stored on the property (insecticides, herbicides, gasoline, solvents, etc.)? If so, what types, how and where were the materials stored and in what quantities? K&I 7. Does the property currently and/or historically contain any underground or aboveground storage tanks? If yes, how many storage tanks, what type (aboveground or underground) and what are/were their contents? 99 8. If yes to # 7, is there any information available on tank testing or tank removal? 9. Are you aware of any previous environmental or geotechnical studies conducted at the site? If yes, are they available? F110 110. Are you aware of any environmental violations recorded at local, state or federal agencies? If yes, describe. ra PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 53 2.,.. 5372, 5352. Quail Street Wheat Ridge, Colorado 11. Are you aware of any spills or illegal dumping at the site? If yes, describe. A0 12. Has the site been filled with any imported or solid waste? [)1D 15. Have there been, or are there currently, any pits, ponds, or lagoons located on the site? If so, where were they located and what were the contents of each? r) o 14. Do you have documents or information regarding any environmentally related proceedings or complaints, pertaining to the property? r10 is. Are you aware of any fires or significant events that may have adversely impacted the property? KIS' PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street Wheat Ridge, Colorado 16. Are you aware of any buried drums at the site, historic spills or releases of hazardous substances or petroleum products at the site or on the adjoining properties or unusual odors in the site soil, surface water or groundwater? im 17. Is there any other information that you think may be helpful to us regarding the environmental condition of the site that we have not sRecifically requested? M Form completed — by:— Title: c2LA. J e 79j Signature:_ Dat 'al PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street Wheat Ridge, Colorado Please answer the following questions completely and to the best of your ability. Be as specific as possible and answer in good faith. We appreciate your help completing the questionnaire. If you have any questions please contact Michael Anderson at (970) 616-4350. 1. How long have you been affiliated with this site? Please state the current us of the site. M'k, m4c, 2. What have been the historical uses of the property? 3. Please list the uses of the adjoining properties. 4. Is the site serviced by water and if so how? 1,s; ( 'J -d. i I 5. Is the site serviced by sewage disposal system and if so, what type of system? -sv-PIfic- S��Yn PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street Wheat Ridge, Colorado 6. Have there been, or are there currently, any hazardous substances stored on the property (insecticides, herbicides, gasoline, solvents, etc.)? If so, what types, how and where were the materials stored and in what quantities? _.5i-ri Ay� C "L3ina,,( 01° r'1PPf6 �rc�trMur 7. Does the property currently and/or historically contain any underground or aboveground storage tanks? If yes, how many storage tanks, what type (aboveground or underground) and what are/were their contents? AIC, 8. If yes to ## 7, is there any information available on tank testing or tank removal? 9. Are you aware of any previous environmental or geotechnical studies conducted at the site? If yes, are they available? ri& 10. Are you aware of any environmental violations recorded at local, state or federal agencies? If yes, describe. NO PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 53721, 5352 Quail Street Wheat Ridge, Colorado 11. Are you aware of any spills or illegal dumping at the site? If yes, describe. Nc., Has the site been filled with any imported or solid waste? Nr 13. Have there been, or are there currently, any pits, ponds, or lagoons located on the site? If so, where were they located and what were the contents of each? we"s 0, .5 0 cl OPT, -f 36,1 is 14. Do you have documents or information regarding any environmentally related proceedings or complaints pertaining to the property? 15. Are you, aware of any fires or significant events that may have adversely impacted the property? lvf) PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, S372, 5352 Quail Street Wheat Ridge, Colorado 16. Are you aware of any buried drums at the site, historic spills or releases of hazardous substances or petroleum products at the site or on the adjoining properties or unusual odors in the site soil, surface water or groundwater? A] 41 17. Is there any other information that you think may be helpful to us regarding the environmental condition of the site that we have not specifically requested? 0 Form completed by: Gir-tq ALa-IL,.- Title:—(3wAx Signature:--• Date: PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street FAACCL, Wheat Ridge, Colorado pi"JIgedchav- -4 3&oLJo4ot Please answer the following questions completely and to the best of your ability. Be as specific as possible and answer in good faith. We appreciate your help completing the questionnaire. If you have any questions please contact Michael Anderson at (970) 616-4350. 1. How long have you been affiliated With this site? Please state the current us of the site. OWAI,'A- S1 NC -6 ")143'012-013 K.W 'rH C It 7T, 5,p C IT14 rAl,, I t� 0 2. What have been the historical uses of the property? 0P'e1J SPAC-E; 3. Please list the uses of the adjoining properties. A6P,1c0J-TtiP-AL + RC-t1b6N-r)AL, 4. Is the site serviced by water and if so how? 0 5. Is the site; serviced by sewage disposal system and if so,. what type of system? ME PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street .*- AC15L Wheat Ridge, Colorado # 6. Have there been, or are there currently, any hazardous substances stored on the property (insecticides, herbicides, gasoline, solvents, etc.)? If so, what types, how and where were the materials stored and in what quantities? 0 7. Does the property currently and/or historically contain any underground or aboveground storage tanks? If yes, how many storage tanks, what type (aboveground or underground) and what are/were their contents? No B. If yes to # 7, is there any information available on tank testing or tank removal? 9. Are you aware of any previous environmental or geotechnical studies conducted at the site? If yes, are they available? 10. Are you aware of any environmental violations recorded at local, state or federal agencies? If yes, describe. Na PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street Wheat Ridge, Colorado 300210 11. Are you aware of any spills or illegal dumping at the site? If yes, describe. NO 12. Has the site been filled with any imported or solid waste? NO 13. Have there been, or are there currently, any pits, ponds, or lagoons located on the site? If so, where were they located and what were the contents of each? Nb 14. Do you have documents or information regarding any environmentally related proceedings or complaints pertaining to the property? NO 15. Are you aware of any fires or significant events that may have adversely impacted the property? E PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street T,>4p �r6L ? Wheat Ridge, Colorado 16. Are you aware of any buried drums at the site, historic spills or releases of hazardous substances or petroleum products at the site or on the adjoining properties or unusual odors in the site soil, surface water or groundwater? 17. Is there any other information that you think may be helpful to us regarding the environmental condition of the site that we have not specifically requested? NO Form completed by-, Title: QW -14C '. Signature: Date:— PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 53,52 Quail Street Wheat Ridge, Colorado Please answer the following questions completely and. to the best of your ability. Be as specific as possible andanswer in i good faith. We appreciate your help completing the questionnaire. If you have any questions please contact Michael Anderson at (970) 616-4350. 1. How long have you been affiliated with this site? Please state the current us of the site. rAhZI ;CSrA 7-6 TiNC-FE 1%0 4r,aicuLru1gAL1kC.oaLei1.f1,1L. 2. What have been the historical uses of the property? AIM, i w 1-rtd. P—,5 3. Please List the uses of the adjoining properties. Ar-icucruki5 ,�- '��-'-1415AJTIAL 4. Is the site serviced by water and if so how? 5. Is the site serviced by sewage disposal system and if so, what type of system? "0 PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street Wheat Midge, Colorado 6. Have there been, or are there currently, any hazardous substances stored on the property (insecticides, herbicides, gasoline, solvents, etc.)? if so, what types, how and where were the materials stored and in what quantities? warrt � AWh1 tfl��4�'�f�.S -r C4,gi,,jSAj.15 -A 74,-a° OASs t",, +014- rbc r 40. 7. Does the property currently and/or historically contain any underground or aboveground storage tanks? If yes, how many storage tanks, what type (aboveground or underground) and what are/were their contents? APD 6. If yes to # 7, is there any information available on tank testing or flank removal? 9. Are you aware of any previous environmental or geotechnical studies conducted at the site? If yes, are they available? NOtjLe 14. Are you aware of any environmental violations recorded at local, state or federal agencies? If yes, describe. N0 PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street Wheat Ridge, Colorado, 11. Are you aware: of any spills or illegal dumping at the. site If yes, describe. NO 12. Has the site been filled. with any imported or solid waste? NO 13. Have there been, or are there currently, any pits, ponds, or lagoons located on the site? If so, where were theylocated and what were the contents of each? ti int A S-Will'tAl"" 'Pot'ib o /\JaP,r�tWr5'-r CGPJJ(-'E,- f'4p- E -Ara ^tow. 14, Do you have documents or information regarding any environmentally related proceedings or complaints pertaining to the property? /V'6 15. Are you aware of any fires or significant events that may have adversely impacted the property? ME PHASE I ENVIRONMENTAL SITE ASSESSMENT QUESTIONNAIRE 5392, 5372, 5352 Quail Street Wheat Ridge, Colorado 16. Are you aware of any buried drums at the site, historic spills or releases of hazardous substances or petroleum products at the site or on the adjoining properties or unusual odors in the site soil, surface water or groundwater? E 17, Is there any other information that you think may be helpful to us regarding the environmental condition of the site that we have not specifically requested? A10 Form completed by: Title: Signature: Date:-- 22- 1 74� APPENDIX G ENVIRONMENTAL LIEN AND AUL SEARCH SCHAL Investments 5372 Quail St Wheat Ridge, CO 80033 Inquiry Number: 5127404.7 December 13, 2017 6 Armstrong Road Shelton. CT 06484 800.352.0050 CrE DR Environmental Data Resources Inc www,edrnet.com EDR Environmental Lien and AUL Search The EDR Environmental Lien and AUL Search Report provides results from a search of available current land title records for environmental cleanup liens and other activity and use limitations, such as engineering controls and institutional controls. A network of professional, trained researchers, following established procedures, uses client supplied address information to: • search for parcel information and/or legal description; • search for ownership information; • research official land title documents recorded at jurisdictional agencies such as recorders' offices, registries of deeds, county clerks' offices, etc.; • access a copy of the deed; • search for environmental encumbering instrument(s) associated with the deed; • provide a copy of any environmental encumbrance(s) based upon a review of key words in the instrument(s) (title, parties involved, and description); and • provide a copy of the deed or cite documents reviewed. Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OR DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS". Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction orforecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc. or its affiliates is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other trademarks used herein are the property of their respective owners. EDR Environmental Lien and AUL Search ADDRESS 5372 Quail St SCHAL Investments Wheat Ridge, CO 80033 RESEARCH SOURCE Source 1: Jefferson County Recorder Jefferson, CO PROPERTY INFORMATION Deed 1: Type of Deed: Title is vested in: Title received from: Deed Dated Deed Recorded: Book: Page: Volume: Instrument: Docket: Land Record Comments: Miscellaneous Comments: Legal Description: Legal Current Owner: Warranty Deed Barbara Jean Aho Revocable Trust Arthur J Aho & Barbara J Aho 10/18/2002 10/30/2002 NA NA NA F1597193 NA see exhibit NA see exhibit Barbara Jean Aho Revocable Trust Parcel # 1 Property Identifier: 39-162-00-001 Comments: Deed 2: Type of Deed: Title is vested in: Title received from: Deed Dated Deed Recorded: Book: Page: Volume: Instrument: Docket: Land Record Comments: see exhibit Warranty Deed Arthur Joel Aho Revocable Trust Arthur J Aho & Barbara J Aho 10/18/2002 10/30/2002 NA NA NA F1597196 NA 5127404.7 Page 1 EQR Environmental Lien and AUL Search see exhibit Miscellaneous Comments: NA Legal Description: see exhibit Legal Current Owner: Arthur Joel Aho Revocable Trust Parcel # / Property Identifier: 39-162-00-001 Comments: see exhibit ENVIRONMENTAL LIEN Environmental Lien: Found ❑ Not Found ❑x ft -roup f4" AULs: Found E] Not Found [g 5127404.7 Page 2 Deed Exhibit 1 o C O e+7 gsg O RECEPTION NO. F1597193 10/30/2002 9:56:04 PG: 001-001 PAGE FEE: 6.00 DOC.FEE: 0.00 RECORDED IN JEFFERSON COUNTY, COLORADO WARRANTY DEED Grantor(s), Arthur J. Aho and Barbara J. Aho, as Joint whose legal address is 5300 Quail Street, Wheat Ridge, CO "County of Jefferson and State Colorado , for the consideration of Ten dollars and no/100-------------------------------------- DOLLARS, in hand paid, hereby sell(s) and convey(s) to BARBARA JEAN AHO REVOCABLE TRUST whose legal address is 5300 Quail Street, Wheat Ridge, Co 60033 County of Jefferson and State of Colorado the following real property in the County of Jefferson and State of Colorado, to wit: An undivided one-half interest in the following property: North 350 feet the West 14 acres of the SE%4 of the NW'% of Section 16, Township 3, South, Range 69 West of the 6th P.M., Together with all water rights, ditch and ditch rights, reservoir and reservoir rights appurtenant thereto, including 1-'/4 inches of water from the Wanamaker Ditch, and TOGETHER with the right to use as a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SE'/4 of the NW'/4 and that part of the Northeast 1/4 of the Southwest 114 North of Ridge Road. (Convenience deed, no documentary fee) also known by street and number as: 5300 Quail Street, Meat Ridge, CO 80033 assessor's schedule or parcel number: with all its appurtenances, and warrant(s) the title to the same, subject to general taxes for the Current year and subsequent years, covenants, easements, restrictions and reservations of record, if any. Signed this 18th day of October -fJflrt��4--�/lf2fJ — Barbara J. Aho STATE OF COLORADO 1 ss County of Arapahoe J The foregoing instrument was acknowledged before me this 181th day of October 20 02 by Arthur J. Barbara J. Aho 100 jp-Witn y hand and official seal. �d'S0 •b,� com iss on pires: II Ir l g N3K�1H�S -� JVd :z 'WhereappGLi l Lr sen City and^�; Nuts" Public Meme and Addressor Pelson CrmOug newly Cnued uw ne-, ptim (t 3x-35-1045. Ca.$) Ne.997. Rev. /-94. WARRANTY DEED (short Farm) Bn hard Publishing, 1743 wane Sr., Denver, CO 80102 —(303) 292.2508— www.bmdfordpublirhinyeom — 8-01 Deed Exhibit 2 RECEPTION NO. F1597196 %&%2 1 R� tINSJERERSONCCOUNTY, COLORADO WARRANTY DEED i Grantor(s), Axthur J. Aho and Barbara J. Aho, as Joint ' c.-_ Tenants whose legal address is 300 Quail Street, T•7iteat Ridge, CO 80033 'County of Jefferson and State of Colorado , for the consideration of Ten dollars and no/100-------------------- --------- DOLLARS, in hand paid, hereby sell(s) and convey(s) to ARTHUR JOEL Alio REVOCABLE TRUST whose legal address is 5300 Quail Street, Wheat Ridge, CO 80033 County of Jefferson and State of Colorado the following real property in the County of Jefferson and State of Colorado, to wit: An undivided one-half interest in the following property: North 350 feet the West 14 acres of the SEI/4 of the NW'/, of Section 16, Township 3, South, Range 69 West of the 6th P.M., Together with all water rights, ditch and ditch rights, reservoir and reservoir rights appurtenant thereto, including 1-'/. inches of water from the Wanamaker Ditch, and TOGETHER with the right to use as a roadway a strip of land 15 feet wide (exclusive of ditches) along the West side of the SE'/, of the NW'/+ and that part of the Northeast 114 of the Southwest'/, North of Ridge Road. (Convenience deed, no documentary fee) also known by street and number as: 5300 Quail Street, Wheat Ridge, CO 80033 assessors schedule or parcel number. with all its appurtenances, and warrant(s) the title to the same, subject to general taxes for the current and subsequent years, covenants, easwnts, restrictions, andrreservations of record, if any. Signed this 18th day of October 2 17 J. Aho STATE OF COLORADO 1 ss. County of Arapahoe 1 The foregoing instrument was acknowledged before me this 18th day of October 20 02 by Arthura Barbara J. Aho yo d0 amp ........ Witnes&xpy hand and official seal. ;• % M mm ssion ex ire : 1 e N3�lIH�S -Where app)icab 'tr4qrt "City and". O ° Noury Pad e Name end Addemof Pa Cmatma Newly Ctimd tMU De p Na 897. Rev. 4-94. WARRANTY DEED (S6en Porro) &adlbrd PublisWn&1703We Sl.,Denver,CO 80202—(303)292.25W—www.h,adfadpublisWP&wm-8-01 f— APPENDIX H INFORMATION SOURCES AND REFERENCES The following sources of information were reviewed as part of this Phase I ESA. Reports Environmental Data Resources Radius Map Report with GeoCheck& 5392, 5372, 5352 Quail Street, Wheat Ridge, CO 80033. Inquiry Number 5127404.2s, December 04, 2017 (Database Search). Conversations RMG provided a Phase I Environmental Site Assessment Questionnaire to the following: ➢ Summer Clark - current Owner/Owner Representative/Buyer representative ➢ Greg Skalla - current Owner ➢ Joel Lubke - current Owner 1& s Surveys, and Aerial Surveys 1. Environmental Aerial Photo Data Resources, Inc (EDR) for the years 1937, 1963, 1971, 1979, 1983, 1988, 1994, 1999, 2005, 2009, and 2011 were reviewed. Additional aerial photographs were obtained from Google Earth® Historical Imagery for the years 1993, 1999, 2002, 2003, 2004, 2005, 2006, 2007, 2008, 2010, 2011, 2012, 2013, 2014, 2015, and 2016. 2. The historic topographical maps for the subject site have been reviewed for years 1899, 1939, 1941, 1942, 1944, 1950, 1957, 1965, 1971, 1980, 1994, and 2013.. 3. US Department of the Interior, Geological Survey (USGS) Geologic Map of the Arvada Quadrangle, Adams, Denver, and Jefferson Counties Colorado, 1979. APPENDIXI EDR RADIUS MAPTM REPORT WITH GEOCHECK SCHAL Investments 5372 Quail St Wheat Ridge, CO 80033 Inquiry Number: 5127404.2s December 04, 2017 6 Armstronq Road. O.th floor Shelton. CT 06484 Toll Free: 800.352.0050 CEDW www.edrnet.com FORM-LBB-CHZ TABLE OF CONTENTS SECTION PAGE Executive Summary------------------------------------------------------- ESI Overview Map----------------------------------------------------------- 2 DetailMap-------------------------------------------------------------- 3 Map Findings Summary---------------------------------------------------- 4 MapFindings------------------------------------------------------------ 8 Orphan Summary--------------------------------------------------------- 29 Government Records Searched/Data Currency Tracking- - - - - - - - - - - - - - - - - - - - - - - - - - GR -1 GEOCHECK ADDENDUM Physical Setting Source Addendum------------------------------------------, A-1 Physical Setting Source Summary-------------------------------------------. A-2 Physical Setting SSURGO Soil Map------------------------------------------- A-5 Physical Setting Source Map------------------------------------------------ A-16 Physical Setting Source Map Findings---------------------------------------- A-18 Physical Setting Source Records Searched------------------------------------. PSGR-1 Thank you for your business. Please contact EDR at 1-800-352-0050 with any questions or comments. Disclaimer - Copyright and Trademark Notice This Report contains certain information obtained from a variety of public and other sources reasonably available to Environmental Data Resources, Inc. It cannot be concluded from this Report that coverage information for the target and surrounding properties does not exist from other sources. NO WARRANTY EXPRESSED OR IMPLIED, IS MADE WHATSOEVER IN CONNECTION WITH THIS REPORT. ENVIRONMENTAL DATA RESOURCES, INC. SPECIFICALLY DISCLAIMS THE MAKING OF ANY SUCH WARRANTIES, INCLUDING WITHOUT LIMITATION, MERCHANTABILITY OR FITNESS FOR A PARTICULAR USE OR PURPOSE. ALL RISK IS ASSUMED BY THE USER. IN NO EVENT SHALL ENVIRONMENTAL DATA RESOURCES, INC. BE LIABLE TO ANYONE, WHETHER ARISING OUT OF ERRORS OR OMISSIONS, NEGLIGENCE, ACCIDENT OR ANY OTHER CAUSE, FOR ANY LOSS OF DAMAGE, INCLUDING, WITHOUT LIMITATION, SPECIAL, INCIDENTAL, CONSEQUENTIAL, OR EXEMPLARY DAMAGES. ANY LIABILITY ON THE PART OF ENVIRONMENTAL DATA RESOURCES, INC. IS STRICTLY LIMITED TO A REFUND OF THE AMOUNT PAID FOR THIS REPORT. Purchaser accepts this Report "AS IS'. Any analyses, estimates, ratings, environmental risk levels or risk codes provided in this Report are provided for illustrative purposes only, and are not intended to provide, nor should they be interpreted as providing any facts regarding, or prediction or forecast of, any environmental risk for any property. Only a Phase I Environmental Site Assessment performed by an environmental professional can provide information regarding the environmental risk for any property. Additionally, the information provided in this Report is not to be construed as legal advice. Copyright 2017 by Environmental Data Resources, Inc. All rights reserved. Reproduction in any media or format, in whole or in part, of any report or map of Environmental Data Resources, Inc., or its affiliates, is prohibited without prior written permission. EDR and its logos (including Sanborn and Sanborn Map) are trademarks of Environmental Data Resources, Inc. or its affiliates. All other TC5127404.2s EXECUTIVE SUMMARY A search of available environmental records was conducted by Environmental Data Resources, Inc (EDR). The report was designed to assist parties seeking to meet the search requirements of EPA's Standards and Practices for All Appropriate Inquiries (40 CFR Part 312), the ASTM Standard Practice for Environmental Site Assessments (E 1527-13) or custom requirements developed for the evaluation of environmental risk associated with a parcel of real estate. TARGET PROPERTY INFORMATION ADDRESS 5372 QUAIL ST WHEAT RIDGE, CO 80033 COORDINATES Latitude (North): Longitude (West): Universal Tranverse Mercator: UTM X (Meters): UTM Y (Meters): Elevation: 39.7937880 - 39" 47' 37.63" 105.1229470 - 105' 7'22.60" Zone 13 489473.5 4404667.5 5471 ft. above sea level USGS TOPOGRAPHIC MAP ASSOCIATED WITH TARGET PROPERTY Target Property Map: Version Date: West Map: Version Date: AERIAL PHOTOGRAPHY IN THIS REPORT Portions of Photo from Source: 5958882 ARVADA, CO 2013 5959436 GOLDEN, CO 2013 20150912 USDA TC5127404.2s EXECUTIVE SUMMARY 1 MAPPED SITES SUMMARY Target Property Address: 5372 QUAIL ST WHEAT RIDGE, CO 80033 Click on Map ID to see full detail. MAP RELATIVE DIST (ft. & mi.) ID SITE NAME ADDRESS DATABASE ACRONYMS ELEVATION DIRECTION Al ARS COMPANIES 5190 PARFET ST AST Lower 1064, 0.202, SSE A2 ABSOLUTE CONTROL SYS 5168 PARFET #G RCRA NonGen / NLR, FINDS, ECHO Lower 1107, 0.210, SSE 3 RESIDENTIAL PROPERTY 11818 WEST 52ND AVEN US BROWNFIELDS Higher 2427, 0.460, WSW 4 ROCKY MOUNTAIN BOTTL 10619 WEST 50TH AVEN SWRCY, NPDES Lower 2541, 0.481, SE 5 KMART #4129 9881 W 58TH AVE CORRACTS, RCRA-CESQG, FINDS, ECHO Lower 4968, 0.941, NE 5127404.2s Page 2 EXECUTIVE SUMMARY -L- - TARGET PROPERTY SEARCH RESULTS The target property was not listed in any of the databases searched by EDR. DATABASES WITH NO MAPPED SITES No mapped sites were found in EDR's search of available ("reasonably ascertainable ") government records either on the target property or within the search radius around the target property for the following databases: STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL_________________________ National Priority List Proposed NPL --------------- Proposed National Priority List Sites NPL LIENS------------------- Federal Superfund Liens Federal Delisted NPL site list Delisted NPL ---------------- National Priority List Deletions Federal CERCLIS list FEDERAL FACILITY ---------- Federal Facility Site Information listing SEMS------------------------ Superfund Enterprise Management System Federal CERCLIS NFRAP site list SEMS -ARCHIVE ------------- Superfund Enterprise Management System Archive Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF-----------------. RCRA - Treatment, Storage and Disposal Federal RCRA generators list RCRA-LQG------------------. RCRA - Large Quantity Generators RCRA-SQG------------------ RCRA- SmallQuantityGenerators RCRA-CESQG--------------- RCRA - Conditionally Exempt Small Quantity Generator Federal institutional controls/ engineering controls registries LUCIS________________________ Land Use Control Information System US ENG CONTROLS --------- Engineering Controls Sites List US INST CONTROL --------- Sites with Institutional Controls Federal ERNS list ERNS________________________ Emergency Response Notification System TC5127404.2s EXECUTIVE SUMMARY 3 EXECUTIVE SUMMARY State- and tribal - equivalent CERCL/S SHWS------------------------ This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. State and tribal landfill and/or solid waste disposal site lists SWF/LF______________________ Solid Waste Sites & Facilities State and tribal leaking storage tank lists LAST_________________________ Leaking Aboveground Storage Tank Listing LUST ------------------------- Leaking Underground Storage Tank List INDIAN LUST________________ Leaking Underground Storage Tanks on Indian Land LUST TRUST ----------------- RAP Site Listing State and tribal registered storage tank lists FEMA UST___________________ Underground Storage Tank Listing UST__________________________ Underground Storage Tank Database INDIAN UST ------------------ Underground Storage Tanks on Indian Land State and tribal institutional control /engineering control registries AUL ------------------------- Environmental Covenants and Environmental Use Restrictions List State and tribal voluntary cleanup sites VCP__________________________ Voluntary Cleanup & Redevelopment Act Application Tracking Report INDIAN VCP ------------------ Voluntary Cleanup Priority Listing State and tribal Brownfields sites BROWNFIELDS______________ Brownfields Sites Listing ADDITIONAL ENVIRONMENTAL RECORDS Local Lists of Landfill / Solid Waste Disposal Sites HIST LF______________________ Historical Landfill List INDIAN ODI__________________ Report on the Status of Open Dumps on Indian Lands DEBRIS REGION 9 ----------- Torres Martinez Reservation Illegal Dump Site Locations ODI__________________________ Open Dump Inventory IHS OPEN DUMPS___________ Open Dumps on Indian Land Local Lists of Hazardous waste / Contaminated Sites US HIST CDL --------------- Delisted National Clandestine Laboratory Register CDL ------------------------- Meth Lab Locations US CDL --------------------- National Clandestine Laboratory Register Local Land Records LIENS 2______________________ CERCLA Lien Information TC5127404.2s EXECUTIVE SUMMARY 4 EXECUTIVE SUMMARY Records of Emergency Release Reports HMIRS----------------------- Hazardous Materials Information Reporting System CO ERNS-------------------- Spills Database SPILLS 90-------------------. SPILLS 90 data from FirstSearch Other Ascertainable Records FUDS------------------------ DOD------------------------- SCRD DRYCLEANERS------. US FIN ASSUR--------------- EPA WATCH LIST -----------. 2020 COR ACTION ----------. TSCA------------------------ TRIS------------------------- SSTS------------------------ ROD------------------------- RMP------------------------- RAATS----------------------- PRP-------------------------- PADS------------------------ ICIS-------------------------- FTTS------------••------------ MLTS------------------------ COAL ASH DOE -------------. COAL ASH EPA -------------- PCB TRANSFORMER -------- RADINFO-------------------- Formerly Used Defense Sites Department of Defense Sites State Coalition for Remediation of Drycleaners Listing Financial Assurance Information EPA WATCH LIST 2020 Corrective Action Program List Toxic Substances Control Act Toxic Chemical Release Inventory System Section 7 Tracking Systems Records Of Decision Risk Management Plans RCRA Administrative Action Tracking System Potentially Responsible Parties PCB Activity Database System Integrated Compliance Information System FIFRA/ TSCA Tracking System - FIFRA (Federal Act)/TSCA (Toxic Substances Control Act) Material Licensing Tracking System Steam -Electric Plant Operation Data Insecticide, Fungicide, & Rodenticide Coal Combustion Residues Surface Impoundments List PCB Transformer Registration Database Radiation Information Database HIST FTTS------------------- FIFRA/TSCA Tracking System Administrative Case Listing DOT OPS-------------------- Incident and Accident Data CONSENT------------------- Superfund (CERCLA) Consent Decrees INDIAN RESERV------------- Indian Reservations FUSRAP--------------------- Formerly Utilized Sites Remedial Action Program UMTRA----------------------. Uranium Mill Tailings Sites LEAD SMELTERS------------ Lead Smelter Sites US AIRS--------------------- Aerometric Information Retrieval System Facility Subsystem US MINES-------------------. Mines Master Index File ABANDONED MINES-------- Abandoned Mines FINDS ------------------------ UXO-------------------------- ECHO------------------------ DOCKET HWC --------------- FUELS PROGRAM----------- AIRS------------------------- ASBESTOS------------------ METHANE SITE -------------- Methane Investigation -------- DRYCLEANERS-------------. Financial Assurance ---------- MINES----------------------- NPDES----------------------- UMTRA---------------------- Facility Index System/Facility Registry System Unexploded Ordnance Sites Enforcement & Compliance History Information Hazardous Waste Compliance Docket Listing EPA Fuels Program Registered Listing Permitted Facility & Emissions Listing Asbestos Abatement & Demolition Projects Methane Site Investigations - Jefferson County 1980 Methane Gas & Swamp Findings Drycleaner Facilities Financial Assurance Information Listing Permitted Mines Listing Permitted Facility Listing Uranium Mill Tailings Sites TC5127404.2s EXECUTIVE SUMMARY 5 EXECUTIVE SUMMARY EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP____________________ EDR Proprietary Manufactured Gas Plants EDR Hist Auto________________ EDR Exclusive Historical Auto Stations EDR Hist Cleaner ------------- EDR Exclusive Historical Cleaners EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt Archives RGA LF---------------------- Recovered Government Archive Solid Waste Facilities List RGA LUST------------------- Recovered Government Archive Leaking Underground Storage Tank SURROUNDING SITES: SEARCH RESULTS Surrounding sites were identified in the following databases. Elevations have been determined from the USGS Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. Sites with an elevation equal to or higher than the target property have been differentiated below from sites with an elevation lower than the target property. Page numbers and map identification numbers refer to the EDR Radius Map report where detailed data on individual sites can be reviewed. Sites listed in bold italics are in multiple databases. Unmappable (orphan) sites are not considered in the foregoing analysis. STANDARD ENVIRONMENTAL RECORDS Federal RCRA CORRACTS facilities list CORRACTS: CORRACTS is a list of handlers with RCRA Corrective Action Activity. This report shows which nationally -defined corrective action core events have occurred for every handler that has had corrective action activity. A review of the CORRACTS list, as provided by EDR, and dated 09/13/2017 has revealed that there is 1 CORRACTS site within approximately 1 mile of the target property. Lower Elevation Address Direction / Distance KMART #4129 9881 W 58TH AVE NE 112 - 1 (0.941 mi.) Map ID Page 5 15 State and tribal registered storage tank lists AST: The Aboveground Storage Tank database contains registered ASTs. The source is the State Oil Inspector's Office's Tank List. A review of the AST list, as provided by EDR, and dated 08/24/2017 has revealed that there is 1 AST TC5127404.2s EXECUTIVE SUMMARY 6 EXECUTIVE SUMMARY site within approximately 0.25 miles of the target property. Lower Elevation Address ARS COMPANIES 5190 PARFET ST Tank Status: Currently In Use Facility Id: 18214 ADDITIONAL ENVIRONMENTAL RECORDS Direction / Distance Map ID Page SSE 1/8 - 1/4 (0.202 mi.) Al 8 Local Brownfield lists US BROWNFIELDS: The EPA's listing of Brownfields properties from the Cleanups in My Community program, which provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. A review of the US BROWNFIELDS list, as provided by EDR, and dated 06/19/2017 has revealed that there is 1 US BROWNFIELDS site within approximately 0.5 miles of the target property. Equal/Higher Elevation Address Direction / Distance Map ID Page RESIDENTIAL PROPERTY 11818 WEST 52ND AVEN WSW 114 - 1/2 (0.460 mi.) 3 10 Local Lists of Landfill/ Solid Waste Disposal Sites SWRCY: A listing of registered recycler locations in the state of Colorado. A review of the SWRCY list, as provided by EDR, and dated 09/05/2017 has revealed that there is 1 SWRCY site within approximately 0.5 miles of the target property. Lower Elevation Address Direction / Distance Map ID Page ROCKY MOUNTAIN BOTTL 10619 WEST 50TH AVEN SE 1/4 - 1/2 (0.481 mi.) 4 12 Other Ascertainable Records RCRA NonGen / NLR: RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non -Generators do not presently generate hazardous waste. A review of the RCRA NonGen / NLR list, as provided by EDR, and dated 09/13/2017 has revealed that there is 1 RCRA NonGen / NLR site within approximately 0.25 miles of the target property. Lower Elevation Address Direction / Distance Map ID Page ABSOLUTE CONTROL SYS 5168 PARFET #G SSE 1/8 - 1/4 (0.210 mi.) A2 8 TC5127404.2s EXECUTIVE SUMMARY 7 EXECUTIVE SUMMARY Due to poor or inadequate address information, the following sites were not mapped. Count: 4 records. Site Name LECTRA PRODUCTS NORTH RETAIL DEVELOPMENT AREA RTD GOLD LINE FILING #52 -DENVER PUBLIC SCHOOL SI Database(s) CORRACTS, RCRA NonGen / NLR VCP VCP VCP TC5127404.2s EXECUTIVE SUMMARY 8 OVERVIEW MAP - 5127404.2S /V Target Property CLIENT: RMG Engineers o iia 112 1 Miles ® Sites at elevations higher than INQUIRY #: 5127404.2s LAT/LONG: 39.793788/105.122947 or equal to the target property-- Indian Reservations BIA Upgradient Area ♦ Sites at elevations lower than �" ' Power transmission lines the target property 100 -year flood zone A. Manufactured Gas Plants 500 -year flood zone National Priority List Sites Dept. Defense Sites L—J National Wetland Inventory State Wetlands This report includes Interactive Map Layers to display and/or hide map information. The legend includes only those icons for the default map view. SITE NAME: SCHAL Investments CLIENT: RMG Engineers ADDRESS: 5372 Quail St CONTACT: Michael Anderson Wheat Ridge CO 80033 INQUIRY #: 5127404.2s LAT/LONG: 39.793788/105.122947 DATE: December 04, 2017 5:58 pm Copyright a 21117 EDR, Inc. 0 2015 TornTom Rel. 2015. A v o DETAIL MAP - 5127404.2S a� } w 55tH t o — t ---- _ � Q agrn �° J �n W 54tH pl— W 5 4 t h Ave a W 55th P s4 / Target Property CLIENT: RMG Engineers m 1B 1 r /411ilIles A, Sites at elevations higher than INQUIRY #: 5127404.2s LAT/LONG: 39.793788/105.122947 x n or equal to the target property o ..i m • Sites at elevations lower than q ^Ai � _ the target property ® 100 -year Flood zone .ar f 1 Manufactured Gas Plants ® 5o0 -year flood zone i t Sensitive Receptors Wetland Inventory \ ED National National Priority List Sites ❑ 3 _` Dept. Defense Sites This report includes Interactive Map Layers to display and/or hide map information. The w / m default map view. W 59 N / f ,A1 rJ /`/ Target Property CLIENT: RMG Engineers 0 1M6 1B 1 r /411ilIles A, Sites at elevations higher than INQUIRY #: 5127404.2s LAT/LONG: 39.793788/105.122947 or equal to the target property Indian Reservations BIA CopyrlOM 0 2017 EDR. Inc. 0 2015 TomTam Rel. 2015. • Sites at elevations lower than q ^Ai Power transmission lines the target property ® 100 -year Flood zone 1 Manufactured Gas Plants ® 5o0 -year flood zone t Sensitive Receptors Wetland Inventory \ ED National National Priority List Sites ❑ State Wetlands _` Dept. Defense Sites This report includes Interactive Map Layers to display and/or hide map information. The legend includes only those icons for the default map view. SITE NAME: SCHAL Investments CLIENT: RMG Engineers ADDRESS: 5372 Quail St CONTACT: Michael Anderson Wheat Ridge CO 80033 INQUIRY #: 5127404.2s LAT/LONG: 39.793788/105.122947 DATE: December 04, 2017 5:58 pm CopyrlOM 0 2017 EDR. Inc. 0 2015 TomTam Rel. 2015. MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8-1/4 1/4-1/2 1/2-1 > 1 Plotted STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL 1.000 Proposed NPL 1.000 NPL LIENS 0.001 Federal Delisted NPL site list Delisted NPL 1.000 Federal CERCL/S list FEDERAL FACILITY 0.500 SEMS 0.500 Federal CERCUS NFRAP site list SEMS -ARCHIVE 0.500 Federal RCRA CORRACTS facilities list CORRACTS 1.000 Federal RCRA non-CORRACTS TSD facilities list RCRA-TSDF 0.500 Federal RCRA generators list RCRA-LQG 0.250 RCRA-SQG 0.250 RCRA-CESQG 0.250 Federal institutional controls / engineering controls registries LUCIS 0.500 US ENG CONTROLS 0.500 US INST CONTROL 0.500 Federal ERNS list ERNS 0.001 State- and tribal - equivalent CERCUS SHWS N/A State and tribal landfill and/or solid waste disposal site lists SWF/LF 0.500 State and tribal leaking storage tank lists LAST 0.500 LUST 0.500 INDIAN LUST 0.500 LUST TRUST 0.500 0 0 0 0 NR 0 0 0 0 0 NR 0 0 NR NR NR NR 0 0 0 0 0 NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 1 NR 1 0 0 0 NR NR 0 0 0 NR NR NR 0 0 0 NR NR NR 0 0 0 NR NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 NR NR NR NR 0 N/A N/A N/A N/A N/A N/A 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 0 0 0 NR NR 0 TC5127404.2s Page 4 MAP FINDINGS SUMMARY - - � - -7 Search Distance Target Total Database (Miles) Property < 1/8 1/8-1/4 1/4-1/2 1/2-1 > 1 Plotted State and tribal registered storage tank lists FEMA UST 0.250 0 0 NR NR NR 0 UST 0.250 0 0 NR NR NR 0 AST 0.250 0 1 NR NR NR 1 INDIAN UST 0.250 0 0 NR NR NR 0 State and tribal institutional control/ engineering control registries AUL 0.500 0 0 0 NR NR 0 State and tribal voluntary cleanup sites VCP 0.500 0 0 0 NR NR 0 INDIAN VCP 0.500 0 0 0 NR NR 0 State and tribal Browngelds sites BROWNFIELDS 0.500 0 0 0 NR NR 0 ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS 0.500 0 0 1 NR NR 1 Local Lists of Landfill / Solid Waste Disposal Sites SWRCY 0.500 0 0 1 NR NR 1 HIST LF 0.500 0 0 0 NR NR 0 INDIAN ODI 0.500 0 0 0 NR NR 0 DEBRIS REGION 9 0.500 0 0 0 NR NR 0 ODI 0.500 0 0 0 NR NR 0 IHS OPEN DUMPS 0.500 0 0 0 NR NR 0 Local Lists of Hazardous waste/ Contaminated Sites US HIST CDL 0.001 0 NR NR NR NR 0 CDL 0.001 0 NR NR NR NR 0 US CDL 0.001 0 NR NR NR NR 0 Local Land Records LIENS 2 0.001 0 NR NR NR NR 0 Records of Emergency Release Reports HMIRS 0.001 0 NR NR NR NR 0 CO ERNS 0.001 0 NR NR NR NR 0 SPILLS 90 0.001 0 NR NR NR NR 0 Other Ascertainable Records RCRA NonGen / NLR 0.250 0 1 NR NR NR 1 FUDS 1.000 0 0 0 0 NR 0 DOD 1.000 0 0 0 0 NR 0 TC5127404.2s Page 5 MAP FINDINGS SUMMARY Total Plotted TC5127404.2s Page 6 Search Distance Target Database (Miles) Property < 1/8 1/8-1/4 1/4-1/2 1/2-1 > 1 SCRD DRYCLEANERS 0.500 0 0 0 NR NR US FIN ASSUR 0.001 0 NR NR NR NR EPA WATCH LIST 0.001 0 NR NR NR NR 2020 COR ACTION 0.250 0 0 NR NR NR TSCA 0.001 0 NR NR NR NR TRIS 0.001 0 NR NR NR NR SSTS 0.001 0 NR NR NR NR ROD 1.000 0 0 0 0 NR RMP 0.001 0 NR NR NR NR RAATS 0.001 0 NR NR NR NR PRP 0.001 0 NR NR NR NR PADS 0.001 0 NR NR NR NR ICIS 0.001 0 NR NR NR NR FTTS 0.001 0 NR NR NR NR MLTS 0.001 0 NR NR NR NR COAL ASH DOE 0.001 0 NR NR NR NR COAL ASH EPA 0.500 0 0 0 NR NR PCB TRANSFORMER 0.001 0 NR NR NR NR RADINFO 0.001 0 NR NR NR NR HIST FTTS 0.001 0 NR NR NR NR DOT OPS 0.001 0 NR NR NR NR CONSENT 1.000 0 0 0 0 NR INDIAN RESERV 0.001 0 NR NR NR NR FUSRAP 1.000 0 0 0 0 NR UMTRA 0.500 0 0 0 NR NR LEAD SMELTERS 0.001 0 NR NR NR NR US AIRS 0.001 0 NR NR NR NR US MINES 0.250 0 0 NR NR NR ABANDONED MINES 0.001 0 NR NR NR NR FINDS 0.001 0 NR NR NR NR UXO 1.000 0 0 0 0 NR ECHO 0.001 0 NR NR NR NR DOCKET HWC 0.001 0 NR NR NR NR FUELS PROGRAM 0.250 0 0 NR NR NR AIRS 0.001 0 NR NR NR NR ASBESTOS 0.001 0 NR NR NR NR METHANE SITE 0.001 0 NR NR NR NR Methane Investigation 0.001 0 NR NR NR NR DRYCLEANERS 0.250 0 0 NR NR NR Financial Assurance 0.001 0 NR NR NR NR MINES 0.250 0 0 NR NR NR NPDES 0.001 0 NR NR NR NR UMTRA 0.500 0 0 0 NR NR EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP 1.000 0 0 0 0 NR EDR Hist Auto 0.125 0 NR NR NR NR EDR Hist Cleaner 0.125 0 NR NR NR NR Total Plotted TC5127404.2s Page 6 MAP FINDINGS SUMMARY Search Distance Target Total Database (Miles) Property < 1/8 1/8-1/4 1/4-1/2 1/2-1 > 1 Plotted EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt Archives RGA LF 0.001 RGA LUST 0.001 - Totals -- 0 0 NR NR NR NR 0 0 NR NR NR NR 0 0 2 2 1 0 5 NOTES: TP = Target Property NR = Not Requested at this Search Distance Sites may be listed in more than one database N/A = This State does not maintain a SHWS list. See the Federal CERCLIS list. TC5127404.2s Page 7 Map ID Direction Distance Elevation Al SSE 118-114 0.202 mi. 1064 fL Relative: Lower Actual: 5442 ft. A2 SSE 1/8-1/4 0.210 mi. 1107 ft. Relative: Lower Actual: 5442 ft. Site ARS COMPANIES 5190 PARFET ST WHEAT RIDGE, CO 80033 Site 1 of 2 in cluster A AST: Facility ID: Owner: Owner Id: Owner Name: Owner Address: Owner City/State/Zip: Owner County: Tank Tag: Tank Status: Date Tank Installed: Tank Age: Tank Contents: Tank Type: Tank Tag: Tank Status: Date Tank Installed: Tank Age: Tank Contents: Tank Type: Click here for COSTIS: ABSOLUTE CONTROL SYSTEMS 5168 PARFET #G WHEAT RIDGE, CO 80033 MAP FINDINGS 18214 22797 ARS Companies 5190 Parfet St Wheat Ridge, CO 80033 Jefferson 18214-1 Currently In Use 07/31/2007 Not reported Gasoline - Unleaded Regular (RUL) AST 18214-2 Currently In Use 07/31/2007 Not reported Diesel AST EDR ID Number Database(s) EPA ID Number AST A100306617 N/A RCRA NonGen / NLR 1001959980 FINDS COR000015149 ECHO Site 2 of 2 in cluster A RCRA NonGen / NLR: Date form received by agency: 12/17/1999 Facility name: ABSOLUTE CONTROL SYSTEMS Facility address: 5168 PARFET #G WHEAT RIDGE, CO 80033 EPA ID: COR000015149 Mailing address: PARFET #G WHEAT RIDGE, CO 80033 Contact: WALTER KENDZIOR Contact address: 5168 PARFET #G WHEAT RIDGE, CO 80033 Contact country: US Contact telephone: 303-420-8622 Contact email: Not reported EPA Region: 08 Classification: Non -Generator Description: Handler: Non -Generators do not presently generate hazardous waste Owner/Operator Summary: Owner/operator name: ELLIOT COOK Owner/operator address: 5168 PARFET #G WHEAT RIDGE, CO 80033 TC5127404.2s Page 8 Map ID MAP FINDINGS Direction - -- - - Distance Elevation Site ABSOLUTE CONTROL SYSTEMS (Continued) Owner/operator country: Not reported Owner/operator telephone: 303-420-8622 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported Handler Activities Summary: U.S. importer of hazardous waste: No Mixed waste (haz. and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater, storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: Waste name: Violation Status: FINDS: Registry ID: D007 CHROMIUM No violations found 110003002027 Environmental Interest/Information System EDR ID Number Database(s) EPA ID Number RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act (RCRA) program through the tracking of events and activities related to facilities that generate, transport, and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA program staff to track the notification, permit, compliance, and corrective action activities required under RCRA. rlirk this hTnerlink while viewing on your computer to access additional FINDS: detail in the EDR Site Report. ECHO: Envid: 1001959980 Registry ID: 110003002027 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110003002027 1001959980 TC5127404.2s Page 9 Map ID Direction Distance Elevation Site 3 RESIDENTIAL PROPERTY AT 11818 W. 52ND WSW 11818 WEST 52ND AVENUE 1/4-1/2 WHEAT RIDGE, CO 80033 0.460 mi. 2427 ft. Relative: US BROWNFIELDS: Higher Property Name: Recipient Name: Actual: Grant Type: 5484 ft. Property Number: Parcel size: Latitude: Longitude: HCM Label: Map Scale: Point of Reference: Highlights: Datum: Acres Property ID: IC Data Access: Start Date: Redev Completition Date: Completed Date: Acres Cleaned Up: Cleanup Funding: Cleanup Funding Source: Assessment Funding: Assessment Funding Source: Redevelopment Funding: Redev. Funding Source: Redev. Funding Entity Name: Redevelopment Start Date: Assessment Funding Entity: Cleanup Funding Entity: Grant Type: Accomplishment Type: Accomplishment Count: Cooperative Agreement Number: Start Date: Ownership Entity: Completion Date: Current Owner: Did Owner Change: Cleanup Required: Video Available: Photo Available: Institutional Controls Required: IC Category Proprietary Controls: IC Cat. Info. Devices: IC Cat. Gov. Controls: IC Cat. Enforcement Permit Tools: IC in place date: IC in place: State/tribal program date: State/tribal program ID: State/tribal NFA date: Air contaminated: Air cleaned: MAP FINDINGS EDR ID Number Database(s) EPA ID Number US BROWNFIELDS 1018273330 N/A RESIDENTIAL PROPERTY AT 11818 W. 52ND City of Wheat Ridge Assessment 39-174-04-003,39-174-05-001,39-174-05-021 6.73 39.7907332 -105.1319378 Address Matching -House Number Not reported Entrance Point of a Facility or Station Not reported North American Datum of 1983 199861 Not reported Not reported Not reported Not reported Not reported Not reported Not reported 1499 US EPA - Brownfields Assessment Cooperative Agreement Not reported Not reported Not reported Not reported EPA Not reported Hazardous Phase I Environmental Assessment 1 96810801 09/06/2015 00:00:00 Private 09/21/2015 00:00:00 Hance Family Trust N U N Y N Not reported Not reported Not reported Not reported Not reported N Not reported Not reported Not reported Not reported Not reported TC5127404.2s Page 10 Map ID Direction Distance Elevation MAP FINDINGS Site EDR ID Number Database(s) EPA ID Number RESIDENTIAL PROPERTY AT 11818 W. 52ND (Continued) 1018273330 Asbestos found: Not reported Asbestos cleaned: Not reported Controled substance found: Not reported Controled substance cleaned: Not reported Drinking water affected: Not reported Drinking water cleaned: Not reported Groundwater affected: Not reported Groundwater cleaned: Not reported Lead contaminant found: Not reported Lead cleaned up: Not reported No media affected: Y Unknown media affected: Not reported Other cleaned up: Not reported Other metals found: Not reported Other metals cleaned: Not reported Other contaminants found: Not reported Other contams found description: Not reported PAHs found: Not reported PAI -Is cleaned up: Not reported PCBs found: Not reported PCBs cleaned up: Not reported Petro products found: Not reported Petro products cleaned: Not reported Sediments found: Not reported Sediments cleaned: Not reported Soil affected: Not reported Soil cleaned up: Not reported Surface water cleaned: Not reported VOCs found: Not reported VOCs cleaned: Not reported Cleanup other description: Not reported Num. of cleanup and re-dev. jobs: Not reported Past use greenspace acreage: 6.4 Past use residential acreage: .3 Surface Water: Not reported Past use commercial acreage: Not reported Past use industrial acreage: Not reported Future use greenspace acreage: Not reported Future use residential acreage: Not reported Future use commercial acreage: Not reported Future use industrial acreage: Not reported Greenspace acreage and type: Not reported Superfind Fed. landowner flag: Not reported Arsenic cleaned up: Not reported Cadmium cleaned up: Not reported Chromium cleaned up: Not reported Copper cleaned up: Not reported Iron cleaned up: Not reported mercury cleaned up: Not reported Nickel Cleaned Up: Not reported No clean up: Not reported Pesticides cleaned up: Not reported Selenium cleaned up: Not reported SVOCs cleaned up: Not reported Unknown clean up: Not reported Arsenic contaminant found: Not reported Cadmium contaminant found: Not reported TC5127404.2s Page 11 Map ID MAP FINDINGS Direction Distance Elevation Site RESIDENTIAL PROPERTY AT 11818 W. 52ND (Continued) Chromium contaminant found: Copper contaminant found: Iron contaminant found: Mercury contaminant found: Nickel contaminant found: No contaminant found: Pesticides contaminant found: Selenium contaminant found: SVOCs contaminant found: Unknown contaminant found: Future Use: Multistory Media affected Bluiding Material: Media affected indoor air: Building material media cleaned up: Indoor air media cleaned up: Unknown media cleaned up: Past Use: Multistory Property Description: Below Poverty Number: Below Poverty Percent: Meidan Income: Meidan Income Number: Meidan Income Percent: Vacant Housing Number: Vacant Housing Percent: Unemployed Number: Unemployed Percent: 4 ROCKY MOUNTAIN BOTTLE COMPANY SE 10619 WEST 50TH AVENUE 114-112 JEFFERSON COUNTY, CO 80033 0.481 mi. 2541 ft. Relative: SWRCY: Lower Facility Type: File Code: Actual: Date of Registration: 5380 ft. Contact Name: Mailing Street: Mailing City/State/Zip: Address Phone Number: Facility Email: NPDES: Primary Permit SIC Code: Permit Number: Permit Name: Termination Date: Permit Status Desc: Receiving Water: Issued: Effective: Expires: Permit Type Desc: Permittee Street Address: EDR ID Number Database(s) EPA ID Number 1018273330 Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Historically agricultural land currently containing house, barn with alpacas, and fields. 93 15.7% 4573 184 8.0% 27 54.2% 50 29.3% 8.4 End User JEF/RMB 05/01/2008 Mark Diggins 10619 West 50th Avenue Wheat Ridge, CO 80033 303.919.2402 mark.diggins@millercoors.com 3221 000031097 ROCKY MOUNTAIN BOTTLE COMPANY 12/17/2004 Terminated WADSWORTH DITCH TO CLEAR CREEK 03/21/1997 05101/1997 03/31/2002 NPDES Individual Permit 10619 WEST 50TH AVENUE SWRCY 5118942182 NPDES N/A TC5127404.2s Page 12 Map ID MAP FINDINGS Direction - - — - Distance Elevation Site ROCKY MOUNTAIN BOTTLE COMPANY (Continued) Addr City/State/Zip: Contact Name: Contact Office Phone Num: Contact Office Phone Ext: Facility Type Desc: Latitude: Longitude: Immediate Water: SW Construction Activity: Permit SIC1: Legal First Name: Legal Last Name: Legal Title: Facility Contact Title: Stream Segment: SW Construction Total Acres: SW Construction Disturbed Acres: SW Construction Start Date: SW Construction End Date: Reuse TREATER ID: Reuse TREATER: Primary Permit SIC Code: Permit Number: Permit Name: Termination Date: Permit Status Desc: Receiving Water: Issued: Effective: Expires: Permit Type Desc: Permittee Street Address: Addr City/State/Zip: Contact Name: Contact Office Phone Num: Contact Office Phone Ext: Facility Type Desc: Latitude: Longitude: Immediate Water: SW Construction Activity: Permit SIC1: Legal First Name: Legal Last Name: Legal Title: Facility Contact Title: Stream Segment: SW Construction Total Acres: SW Construction Disturbed Acres: SW Construction Start Date: SW Construction End Date: Reuse TREATER ID: Reuse TREATER: Primary Permit SIC Code: Permit Number: WHEAT RIDGE, CO 80033 Not reported Not reported Not reported Privately Owned Facility Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported 3221 COG600614 Rocky Mountain Bottle Co 10/01/2008 Terminated WADSWORTH DITCH 12/17/2004 12/17/2004 07/31/2006 General Permit Covered Facility 10619 W 50th Ave Wheat Ridge, CO 80033 Ouderkirk 3034257711 Not reported Privately Owned Facility Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported 1629 COG603114 EDR ID Number Database(s) EPA ID Number S118942182 TC5127404.2s Page 13 Map ID Direction Distance Elevation MAP FINDINGS Site ROCKY MOUNTAIN BOTTLE COMPANY (Continued) Permit Name: Termination Date: Permit Status Desc: Receiving Water: Issued: Effective: Expires: Permit Type Desc: Permittee Street Address: Addr City/State/Zip: Contact Name: Contact Office Phone Num: Contact Office Phone Ext: Facility Type Desc: Latitude: Longitude: Immediate Water: SW Construction Activity: Permit SIC1: Legal First Name: Legal Last Name: Legal Title: Facility Contact Title: Stream Segment: SW Construction Total Acres: SW Construction Disturbed Acres: SW Construction Start Date: SW Construction End Date: Reuse TREATER ID: Reuse TREATER: Primary Permit SIC Code: Permit Number: Permit Name: Termination Date: Permit Status Desc: Receiving Water: Issued: Effective: Expires: Permit Type Desc: Permittee Street Address: Addr City/State/Zip: Contact Name: Contact Office Phone Num: Contact Office Phone Ext: Facility Type Desc: Latitude: Longitude: Immediate Water: SW Construction Activity: Permit SIC 1: Legal First Name: Legal Last Name: Legal Title: Facility Contact Title: Stream Segment: Rocky Mountain Bottle Co 01101/2013 Terminated Clear Creek 08/28/2008 10/01/2008 12/31/2012 General Permit Covered Facility 10619 W 50 Ave Wheat Ridge, CO 80033 Dillaman 3034257814 Not reported Privately Owned Facility Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported 3221 COR901175 Rocky Mountain Bottle Co Not reported Admin Continued Wadsorth Ditch - Clear Creek 11/29/2012 12/01/2012 06/30/2017 General Permit Covered Facility 10619 W 50 Ave Wheat Ridge, CO 80033 Wunder 3034257814 Not reported Privately Owned Facility Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported Not reported EDR ID Number Database(s) EPA ID Number 5118942182 TC5127404.2s Page 14 Map ID MAP FINDINGS Direction Distance Elevation Site ROCKY MOUNTAIN BOTTLE COMPANY (Continued) SW Construction Total Acres: Not reported SW Construction Disturbed Acres: Not reported SW Construction Start Date: Not reported SW Construction End Date: Not reported Reuse TREATER ID: Not reported Reuse TREATER: Not reported 5 WART #4129 EPA Region: NE 9881 W 58TH AVE ENTIRE FACILITY 112-1 ARVADA, CO 80002 Action: 0.941 mi. information is needed to make a determination 4968 ft. 452990 Relative: CORRACTS: Not reported Lower Not reported Actual: EPA ID: COD983776717 5375 ft. EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19941005 Action: CA155 - RFI Supplemental Information Requested By Agency NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EDR ID Number Database(s) EPA ID Number S118942182 CORRACTS 1000599854 RCRA-CESQG COD983776717 FINDS ECHO EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19960906 Action: CA7501N - Migration of Contaminated Groundwater under Control, More information is needed to make a determination NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: C00983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19960906 Action: CA7251N - Current Human Exposures Under Control, More information is needed to make a determination NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19960906 Action: CA2251N - Stabilization Measures Evaluation, This facility is not, amenable to stabilization activity because of, a lack of technical data. An evaluation has been completed, but further data is necessary to determine stabilization measures, feasibility or appropriateness. This status should be changed when data becomes available NAICS Code(s): 452990 TC5127404.2s Page 15 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number KMART #4129 (Continued) All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19960808 Action: CA195 - FI Progress Reports Received NAICS Code(s): 452990 NAICS Code(s): All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 20041018 Action: CA100 - RFI Imposition NAICS Code(s): 452990 NAICS Code(s): All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19940720 Action: CA160 - RFI Supplemental Information Received NAICS Code(s): 452990 NAICS Code(s): All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19980923 Action: CA725IN - Current Human Exposures Under Control, More information is needed to make a determination NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19980923 Action: CA750IN - Migration of Contaminated Groundwater under Control, More information is needed to make a determination NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 1000599854 TC5127404.2s Page 16 Map ID Direction Distance Elevation MAP FINDINGS Site KMART #4129 (Continued) EDR ID Number Database(s) EPA ID Number EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19980923 Action: CA225NR - Stabilization Measures Evaluation, This facility is, not Action: amenable to stabilization activity at the, present time for reasons NAICS Code(s): other than (1) it appears to be technically, infeasible or NAICS Code(s): inappropriate (NF) or (2) there is a lack of technical, information Original schedule date: Not reported (IN). Reasons for this conclusion may be the status of, closure at the Not reported facility, the degree of risk, timing considerations, the status of Not reported corrective action work at the facility, or other, administrative considerations NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19960124 Action: CA150 - RFI Workplan Approved NAICS Code(s): 452990 NAICS Code(s): All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19960227 Action: CA195 - FI Progress Reports Received NAICS Code(s): 452990 NAICS Code(s): All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 20041027 Action: CA725YE - Current Human Exposures Under Control, Yes, Current Human Exposures Under Control has been verified NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 20041027 Action: CA999RM - Corrective Action Process Terminated, Remedial Activities Completed NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported 1000599854 TC5127404.2s Page 17 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number KMART #4129 (Continued) COD983776717 EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 20041027 Action: CA225NR - Stabilization Measures Evaluation, This facility is, not NAICS Code(s): amenable to stabilization activity at the, present time for reasons Original schedule date: other than (1) it appears to be technically, infeasible or Schedule end date: inappropriate (NF) or (2) there is a lack of technical, information Schedule end date: (IN). Reasons for this conclusion may be the status of, closure at the facility, the degree of risk, timing considerations, the status of corrective action work at the facility, or other, administrative considerations NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 20041027 Action: CA200 - RFI Approved NAICS Code(s): 452990 NAICS Code(s): All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 20041027 Action: CA550 - Certification Of Remedy Completion Or Construction Completion NAICS. Code(s): 452990 NAICS Code(s): All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 20041027 Action: CA750YE - Migration of Contaminated Groundwater under Control, Yes, NAICS Code(s): Migration of Contaminated Groundwater Under Control has been verified NAICS Code(s): 452990 Original schedule date: All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19910128 Action: CA050 - RFA Completed NAICS Code(s): 452990 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported 1000599854 TC5127404.2s Page 18 Map ID Direction Distance Elevation MAP FINDINGS Site KMART #4129 (Continued) EPA ID: COD983776717 EPA Region: 08 Area Name: ENTIRE FACILITY Actual Date: 19960728 Action: CA180 - RFI Supplemental Implementation Begun NAICS Code(s): 452990 COD983776717 All Other General Merchandise Stores Original schedule date: Not reported Schedule end date: Not reported EDR ID Number Database(s) EPA ID Number RCRA-CESQG: K -MART CORPORATION KENT SMITH Date form received by agency: 03/08/2016 Facility name: WART #4129 Site name: WART 4129 Facility address: 9881 W 58TH AVE 999-999-9999 ARVADA, CO 80002 EPA ID: COD983776717 Mailing address: BEVERLY RD 135-348A Not reported HOFFMAN ESTATES, IL 60179 Contact: CYNTHIA MILLER Contact address: BEVERLY RD B5 -348A Not reported ARVADA, CO 80002 Contact country: Not reported Contact telephone: 847-286-7994 Contact email: CYNTHIA.MILLER@SEARSHC.COM EPA Region: 08 Land type: Private Classification: Conditionally Exempt Small Quantity Generator Description: Handler: generates 100 kg or less of hazardous waste per calendar month, and accumulates 1000 kg or less of hazardous waste at any time; or generates 1 kg or less of acutely hazardous waste per calendar month, and accumulates at any time: 1 kg or less of acutely hazardous waste; or 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, of acutely hazardous waste; or generates 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, of acutely hazardous waste during any calendar month, and accumulates at any time: 1 kg or less of acutely hazardous waste; or 100 kg or less of any residue or contaminated soil, waste or other debris resulting from the cleanup of a spill, into or on any land or water, of acutely hazardous waste Owner/Operator Summary Owner/operator name: K -MART CORPORATION KENT SMITH Owner/operator address: 1184 NORTH CITRUS AVE COVINA, CA 91722 Owner/operator country: Not reported Owner/operator telephone: 999-999-9999 Owner/operator email: Not reported Owner/operator fax: Not reported Owner/operator extension: Not reported Legal status: Private Owner/Operator Type: Owner Owner/Op start date: Not reported Owner/Op end date: Not reported 1000599854 TC5127404.2s Page 19 Map ID Direction Distance Elevation Site KMART #4129 (Continued) Owner/operator name: Owner/operator address: Owner/operator country: Owner/operator telephone: Owner/operator email: Owner/operator fax: Owner/operator extension: Legal status: Owner/Operator Type: Owner/Op start date: Owner/Op end date: Owner/operator name: Owner/operator address: Owner/operator country: Owner/operator telephone: Owner/operator email: Owner/operator fax: Owner/operator extension: Legal status: Owner/Operator Type: Owner/Op start date: Owner/Op end date: Owner/operator name: Owner/operator address: Owner/operator country: Owner/operator telephone Owner/operator email: Owner/operator fax: Owner/operator extension Legal status: Owner/Operator Type: Owner/Op start date: Owner/Op end date: MAP FINDINGS RALSTON KMGT DENVER LLC DOVE STREET, SUITE 1080 NEWPORT BEACH, CA 92660 Not reported 949-851-2020 Not reported Not reported Not reported Private Owner 08/07/1998 Not reported PENSKE AUTO CENTER INC 3270 W BIG BEAVER RD TROY, MI 48084 Not reported 810-614-1116 Not reported Not reported Not reported Private Owner Not reported Not reported KMART CORPORATION BEVERLY ROAD B5 -348A HOFFMAN ESTATES, IL 60179 Not reported 847-286-7994 Not reported Not reported Not reported Private Operator 11/21/1968 Not reported Handler Activities Summary: U.S. importer of hazardous waste: No Mixed waste (haz. and radioactive): No Recycler of hazardous waste: No Transporter of hazardous waste: No Treater, storer or disposer of HW: No Underground injection activity: No On-site burner exemption: No Furnace exemption: No Used oil fuel burner: No Used oil processor: No User oil refiner: No Used oil fuel marketer to burner: No Used oil Specification marketer: No Used oil transfer facility: No Used oil transporter: No Waste code: D001 EDR ID Number Database(s) EPA ID Number 1000599854 TC5127404.2s Page 20 Map ID Direction Distance Elevation Site MAP FINDINGS — —� EDR ID Number Database(s) EPA ID Number KMART #4129 (Continued) 1000599854 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D004 Waste name: ARSENIC Waste code: D005 Waste name: BARIUM Waste code: D006 Waste name: CADMIUM Waste code: D007 Waste name: CHROMIUM Waste code: D008 Waste name: LEAD Waste code: D009 Waste name: MERCURY Waste code: D010 Waste name: SELENIUM Waste code: D011 Waste name: SILVER Waste code: D016 Waste name: 2,4-D (2,4-DICHLOROPHENOXYACETIC ACID) Waste code: D018 Waste name: BENZENE Waste code: D024 Waste name: M -CRESOL Waste code: D026 Waste name: CRESOL Waste code: D035 Waste name: METHYL ETHYL KETONE Waste code: P001 Waste name: 2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-I-PHENYLBUTYL)-, & SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% (OR) WARFARIN, & SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% Waste code: P075 Waste name: NICOTINE, & SALTS (OR) PYRIDINE, 3-(1-METHYL-2-PYRROLIDINYL)-,(S)-, & SALTS Waste code: 0002 Waste name: 2-PROPANONE (1) (OR) ACETONE (1) Waste code: U035 TC5127404.2s Page 21 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number KMART #4129 (Continued) 1000599854 Waste name: BENZENEBUTANOIC ACID, 4-[BIS(2-CHLOROETHYL)AMINO]- (OR) CHLORAMBUCIL Waste code: U044 Waste name: CHLOROFORM (OR) METHANE, TRICHLORO- Waste code: U058 Waste name: 2H-1,3,2-OXAZAPHOSPHORIN-2-AMINE, N,N-BIS(2-CHLOROETHYL)TETRAHYDRO-, 2 -OXIDE (OR) CYCLOPHOSPHAMIDE Waste code: U072 Waste name: BENZENE, 1,4-DICHLORO- (OR) P -DICHLOROBENZENE Waste code: U129 Waste name: CYCLOHEXANE, 1,2,3,4,5,6-HEXACHLORO-, (1ALPHA, 2ALPHA, 3BETA, 4ALPHA, 5ALPHA, 6BETA)- (OR) LINDANE Waste code: U150 Waste name: L -PHENYLALANINE, 4-[BIS(2-CHLOROETHYL)AMINO]- (OR) MELPHALAN Waste code: U154 Waste name: METHANOL (1) (OR) METHYL ALCOHOL (1) Waste code: U188 Waste name: PHENOL Waste code: U200 Waste name: RESERPINE (OR) YOHIMBAN-I6-CARBOXYLIC ACID, 11,1 7-DIMETHOXY-1 8-[(3,4,5-TRIMETHOXYBENZOYL)OXY]-, METHYL ESTER, (3BETA, 16BETA, 17ALPHA, 18BETA, 20ALPHA)- Historical Generators: Date form received by agency: 03/0812016 Site name: KMART #4129 Classification: Conditionally Exempt Small Quantity Generator Waste code: D001 Waste name: IGNITABLE WASTE Waste code: D002 Waste name: CORROSIVE WASTE Waste code: D005 Waste name: BARIUM Waste code: D006 Waste name: CADMIUM Waste code: D007 Waste name: CHROMIUM Waste code: D008 Waste name: LEAD Waste code: D011 Waste name: SILVER Waste code: D016 TC5127404.2s Page 22 Map ID Direction Distance Elevation Site KMART #4129 (Continued) . Waste name: Waste code: Waste name: Waste code: Waste name: Waste code: Waste name: MAP FINDINGS EDR ID Number Database(s) EPA ID Number 1000599854 2,4-13(2,4-DICHLOROPHENOXYACETIC ACID) D035 METHYL ETHYL KETONE D039 TETRACHLOROETHYLENE P075 NICOTINE, & SALTS (OR) PYRIDINE, 3-(1-METHYL-2-PYRROLIDINYL)-,(S)-, & SALTS Date form received by agency: 05/10/2007 Site name: KMART AUTO CENTER #4129 Classification: Not a generator, verified Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1 -TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Date form received by agency: 12/11/1995 Site name: KMART AUTO CENTER #4129 Classification: Conditionally Exempt Small Quantity Generator Waste code: F002 Waste name: THE FOLLOWING SPENT HALOGENATED SOLVENTS: TETRACHLOROETHYLENE, METHYLENE CHLORIDE, TRICHLOROETHYLENE, 1,1,1 -TRICHLOROETHANE, CHLOROBENZENE, 1,1,2-TRICHLORO-1,2,2-TRIFLUOROETHANE, ORTHO-DICHLOROBENZENE, TRICHLOROFLUOROMETHANE, AND 1,1,2, TRICHLOROETHANE; ALL SPENT SOLVENT MIXTURES/BLENDS CONTAINING, BEFORE USE, A TOTAL OF TEN PERCENT OR MORE (BY VOLUME) OF ONE OR MORE OF THE ABOVE HALOGENATED SOLVENTS OR THOSE SOLVENTS LISTED IN F001, F004, AND F005; AND STILL BOTTOMS FROM THE RECOVERY OF THESE SPENT SOLVENTS AND SPENT SOLVENT MIXTURES. Biennial Reports: Last Biennial Reporting Year: 2017 Annual Waste Handled: Waste code: D001 Waste name: IGNITABLE HAZARDOUS WASTES ARE THOSE WASTES WHICH HAVE A FLASHPOINT OF LESS THAN 140 DEGREES FAHRENHEIT AS DETERMINED BY A PENSKY-MARTENS CLOSED CUP FLASH POINT TESTER. ANOTHER METHOD OF DETERMINING THE FLASH POINT OF A WASTE IS TO REVIEW THE MATERIAL SAFETY DATA SHEET, WHICH CAN BE OBTAINED FROM THE MANUFACTURER OR DISTRIBUTOR OF THE MATERIAL. LACQUER THINNER IS AN EXAMPLE OF A COMMONLY USED SOLVENT WHICH WOULD BE CONSIDERED AS IGNITABLE HAZARDOUS WASTE. Amount (Lbs): 517 Waste code: D002 TC5127404.2s Page 23 Map ID MAP FINDINGS Direction Distance EDR ID Number Elevation Site Database(s) EPA ID Number KMART #4129 (Continued) 1000599854 Waste name: A WASTE WHICH HAS A PH OF LESS THAN 2 OR GREATER THAN 12.5 IS CONSIDERED TO BE A CORROSIVE HAZARDOUS WASTE. SODIUM HYDROXIDE, A CAUSTIC SOLUTION WITH A HIGH PH, IS OFTEN USED BY INDUSTRIES TO CLEAN OR DEGREASE PARTS. HYDROCHLORIC ACID, A SOLUTION WITH A LOW PH, IS USED BY MANY INDUSTRIES TO CLEAN METAL PARTS PRIOR TO PAINTING. WHEN THESE CAUSTIC OR ACID SOLUTIONS BECOME CONTAMINATED AND MUST BE DISPOSED, THE WASTE WOULD BE A CORROSIVE HAZARDOUS WASTE. Amount (Lbs): 202 Waste code: D004 Waste name: ARSENIC Amount (Lbs): 175 Waste code: D005 Waste name: BARIUM Amount (Lbs): 175 Waste code: D006 Waste name: CADMIUM Amount (Lbs): 214 Waste code: D007 Waste name: CHROMIUM Amount (Lbs): 175 Waste code: D008 Waste name: LEAD Amount (Lbs): 389 Waste code: D009 Waste name: MERCURY Amount (Lbs): 175 Waste code: D010 Waste name: SELENIUM Amount (Lbs): 175 Waste code: D011 Waste name: SILVER Amount (Lbs): 389 Waste code: D016 Waste name: 2.4-D Amount (Lbs): 389 Waste code: D018 Waste name: BENZENE Amount (Lbs): 113 Waste code: D024 Waste name: M-CRESOL Amount (Lbs): 175 Waste code: D026 Waste name: CRESOL Amount (Lbs): 175 TC5127404.2s Page 24 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number KMART #4129 (Continued) 1000599854 Waste code: D035 Waste name: METHYL ETHYL KETONE Amount (Lbs): 113 Waste code: P001 Waste name: 2H-1-BENZOPYRAN-2-ONE, 4-HYDROXY-3-(3-OXO-I-PHENYLBUTYL)-, & SALTS, WHEN PRESENT AT CONCENTRATIONS GREATER THAN 0.3% Amount (Lbs): 3 Waste code: P075 Waste name: NICOTINE, & SALTS Amount (Lbs): 2 Waste code: 0002 Waste name: ACETONE (I) Amount (Lbs): 175 Waste code: U035 Waste name: BENZENEBUTANOIC ACID, 4-[BIS(2-CHLOROETHYL)AMINO]- Amount (Lbs): 175 Waste code: U044 Waste name: CHLOROFORM Amount (Lbs): 175 Waste code: U058 Waste name: CYCLOPHOSPHAMIDE Amount (Lbs): 175 Waste code: U072 Waste name: BENZENE, 1,4-DICHLORO- Amount (Lbs): 175 Waste code: U129 Waste name: CYCLOHEXANE, 1,2,3,4,5,6-HEXACHLORO-, (1 ALPHA,2ALPHA,3BETA,4ALPHA,5ALPHA,6BETA)- Amount (Lbs): 175 Waste code: U150 Waste name: MELPHALAN Amount (Lbs): 175 Waste code: U154 Waste name: METHANOL (I) Amount (Lbs): 175 Waste code: U188 Waste name: PHENOL Amount (Lbs): 175 Waste code: U200 Waste name: RESERPINE Amount (Lbs): 175 Corrective Action Summary: Event date: 01/28/1991 TC5127404.2s Page 25 Map ID Direction Distance Elevation Site MAP FINDINGS EDR ID Number Database(s) EPA ID Number KMART #4129 (Continued) 1000599854 Event: RFA COMPLETED Event date: 07/20/1994 Event: INVESTIGATION SUPPLEMENTAL INFORMATION RECEIVED Event date: 10/05/1994 Event: INVESTIGATION SUPPLEMENTAL INFO REQ BY AGENCY Event date: 01/24/1996 Event: INVESTIGATION WORKPLAN APPROVED Event date: 02/27/1996 Event: INVESTIGATION PROGRESS REPORTS RECEIVED Event date: 07/28/1996 Event: INVESTIGATION IMPLEMENTATION BEGUN Event date: 08/08/1996 Event: INVESTIGATION PROGRESS REPORTS RECEIVED Event date: 09/06/1996 Event: HUMAN EXPOSURES CONTROLLED DETERMINATION -MORE INFORMATION NEEDED Event date: 09/06/1996 Event: RELEASE TO GW CONTROLLED DETERMINATION -MORE INFORMATION NEEDED Event date: 09/06/1996 Event: STABILIZATION MEASURES EVALUATION -FURTHER INVESTIGATION NECESSARY Event date: 09/23/1998 Event: STABILIZATION MEASURES EVALUATION -FACILITY NOT AMENABLE TO STABILIZATION Event date: 09/23/1998 Event: HUMAN EXPOSURES CONTROLLED DETERMINATION -MORE INFORMATION NEEDED Event date: 09/23/1998 Event: RELEASE TO GW CONTROLLED DETERMINATION -MORE INFORMATION NEEDED Event date: 1 011 812 004 Event: INVESTIGATION IMPOSITION Event date: 10/27/2004 Event: STABILIZATION MEASURES EVALUATION -FACILITY NOT AMENABLE TO STABILIZATION Event date: 10/27/2004 Event: HUMAN EXPOSURES CONTROLLED DETERMINATION -YES, APPLICABLE AS OF THIS DATE Event date: 10/27/2004 Event: INVESTIGATION COMPLETE Event date: 10/27/2004 Event: CA PROCESS IS TERMINATED -REMEDIAL ACTIVITIES COMPLETE Event date: 10/27/2004 TC5127404.2s Page 26 Map ID 04/02/1993 Evaluation: MAP FINDINGS Area of violation: Direction Date achieved compliance: Not reported Evaluation lead agency: State Distance EDR ID Number Elevation Site Database(s) EPA ID Number KMART #4129 (Continued) 1000599854 Event: RELEASE TO GW CONTROLLED DETERMINATION -YES, APPLICABLE AS OF THIS DATE Event date: 10/27/2004 Event: REMEDY CONSTRUCTION Facility Has Received Notices of Violations: Regulation violated: Not reported Area of violation: Generators - General Date violation determined: 09/13/1991 Date achieved compliance: 01/05/1995 Violation lead agency: State Enforcement action: NOTICE OF VIOLATION Enforcement action date: 10/11/1991 Enf. disposition status: Not reported Enf. disp. status date: Not reported Enforcement lead agency: State Proposed penalty amount: Not reported Final penalty amount: Not reported Paid penalty amount: Not reported Evaluation Action Summary: Evaluation date: Evaluation: Area of violation: Date achieved compliance: Evaluation lead agency: Evaluation date: Evaluation: Area of violation: Date achieved compliance: Evaluation lead agency: Evaluation date: Evaluation: Area of violation: Date achieved compliance: Evaluation lead agency: 10/17/2004 FOLLOW-UP INSPECTION Not reported Not reported State 02/27/1996 FOCUSED COMPLIANCE INSPECTION Not reported Not reported State 01123/1996 FOCUSED COMPLIANCE INSPECTION Not reported Not reported State Evaluation date: 10/05/1994 Evaluation: FOCUSED COMPLIANCE INSPECTION Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Evaluation date: 04/02/1993 Evaluation: CORRECTIVE ACTION COMPLIANCE EVALUATION Area of violation: Not reported Date achieved compliance: Not reported Evaluation lead agency: State Evaluation date: 04/02/1991 Evaluation: NON-FINANCIAL RECORD REVIEW Area of violation: Generators - General Date achieved compliance: 01/05/1995 Evaluation lead agency: State TC5127404.2s Page 27 Map ID Direction Distance Elevation MAP FINDINGS Site EDR ID Number Database(s) EPA ID Number KMART #4129 (Continued) FINDS: Registry ID: 110000738337 Environmental Interest/information System Colorado's Department of Public Health & Environment (CDPHE)'s web -based database that allows environmental program managers to edit their facility locations and allows users to view this information read-only. RCRAInfo is a national information system that supports the Resource Conservation and Recovery Act (RCRA) program through the tracking of events and activities related to facilities that generate, transport, and treat, store, or dispose of hazardous waste. RCRAInfo allows RCRA program staff to track the notification, permit, compliance, and corrective action activities required under RCRA. Registry ID: 110064773696 Environmental Interest/information System US National Pollutant Discharge Elimination System (NPDES) module of the Compliance Information System (ICIS) tracks surface water permits issued under the Clean Water Act. Under NPDES, all facilities that discharge pollutants from any point source into waters of the United States are required to obtain a permit. The permit will likely contain limits on what can be discharged, impose monitoring and reporting requirements, and include other provisions to ensure that the discharge does not adversely affect water quality. Mork this hypgg ink while viewing on your computer to access additional FINDS: detail in the EDR Site Report. ECHO: Envid: 1000599854 Registry ID: 110064773696 DFR URL: http://echo.epa.gov/detailed-facility-report?fid=110064773696 Envid: 1000599854 Registry ID: 110000738337 DFR URL: hftp://echo.epa.gov/detailed-facility-report?fid=110000738337 1000599854 TC5127404.2s Page 28 Count: 4 records. ORPHAN SUMMARY City EDR ID Site Name ARVADA 1000820908 LECTRA PRODUCTS DENVER 5108198775 NORTH RETAIL DEVELOPMENT AREA DENVER 5110819751 RTD GOLD LINE DENVER 5121132475 FILING #52 -DENVER PUBLIC SCHOOL SI Site Address 6855 W 56TH EAST 53RD AVE DENVER, ARVADA, WHEAT RIDGE N. OF 56TH AVE. BETWEEN HAVANA TC5127404.2s Page 29 ZIP Database(s) 80002 CORRACTS, RCRA NonGen / NLR VCP VCP VCP GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING To maintain currency of the following federal and state databases, EDR contacts the appropriate governmental agency on a monthly or quarterly basis, as required. Number of Days to Update: Provides confirmation that EDR is reporting records that have been updated within 90 days from the date the government agency made the information available to the public. STANDARD ENVIRONMENTAL RECORDS Federal NPL site list NPL: National Priority List National Priorities List (Superfund). The NPL is a subset of CERCLIS and identifies over 1,200 sites for priority cleanup under the Superfund Program. NPL sites may encompass relatively large areas. As such, EDR provides polygon coverage for over 1,000 NPL site boundaries produced by EPA's Environmental Photographic Interpretation Center (EPIC) and regional EPA offices. Date of Government Version: 05/30/2017 Date Data Arrived at EDR: 06/08/2017 Date Made Active in Reports: 09/15/2017 Number of Days to Update: 99 NPL Site Boundaries Source: EPA Telephone: N/A Last EDR Contact: 11/03/2017 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Quarterly Sources: EPA's Environmental Photographic Interpretation Center (EPIC) Telephone: 202-564-7333 EPA Region 1 Telephone 617-918-1143 EPA Region 3 Telephone 215-814-5418 EPA Region 4 Telephone 404-562-8033 EPA Region 5 Telephone 312-886-6686 EPA Region 10 Telephone 206-553-8665 EPA Region 6 Telephone: 214-655-6659 EPA Region 7 Telephone: 913-551-7247 EPA Region 8 Telephone: 303-312-6774 EPA Region 9 Telephone: 415-947-4246 Proposed NPL: Proposed National Priority List Sites A site that has been proposed for listing on the National Priorities List through the issuance of a proposed rule in the Federal Register. EPA then accepts public comments on the site, responds to the comments, and places on the NPL those sites that continue to meet the requirements for listing. Date of Government Version: 05/30/2017 Date Data Arrived at EDR: 06/09/2017 Date Made Active in Reports: 09/15/2017 Number of Days to Update: 98 Source: EPA Telephone: N/A Last EDR Contact: 11/03/2017 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Quarterly NPL LIENS: Federal Superfund Liens Federal Superfund Liens. Under the authority granted the USEPA by CERCLA of 1980, the USEPA has the authority to file liens against real property in order to recover remedial action expenditures or when the property owner received notification of potential liability. USEPA compiles a listing of filed notices of Superfund Liens. Date of Government Version: 10/15/1991 Date Data Arrived at EDR: 02/02/1994 Date Made Active in Reports: 03/30/1994 Number of Days to Update: 56 Source: EPA Telephone: 202-564-4267 Last EDR Contact: 08/15/2011 Next Scheduled EDR Contact: 11/28/2011 Data Release Frequency: No Update Planned TC5127404.2s Page GR -1 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Federal Delisted NPL site list Delisted NPL: National Priority List Deletions The National Oil and Hazardous Substances Pollution Contingency Plan (NCP) establishes the criteria that the EPA uses to delete sites from the NPL. In accordance with 40 CFR 300.425.(e), sites may be deleted from the NPL where no further response is appropriate. Date of Government Version: 05/30/2017 Date Data Arrived at EDR: 06/09/2017 Date Made Active in Reports: 09/15/2017 Number of Days to Update: 98 Federal CERCLIS list Source: EPA Telephone: N/A Last EDR Contact: 11/03/2017 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Quarterly FEDERAL FACILITY: Federal Facility Site Information listing A listing of National Priority List (NPL) and Base Realignment and Closure (BRAC) sites found in the Comprehensive Environmental Response, Compensation and Liability Information System (CERCLIS) Database where EPA Federal Facilities Restoration and Reuse Office is involved in cleanup activities. Date of Government Version: 11/07/2016 Date Data Arrived at EDR: 01/05/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 92 Source: Environmental Protection Agency Telephone: 703-603-8704 Last EDR Contact: 10/06/2017 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Varies SEMS: Supertund Enterprise Management System SEMS (Supertund Enterprise Management System) tracks hazardous waste sites, potentially hazardous waste sites, and remedial activities performed in support of EPA's Supertund Program across the United States. The list was formerly know as CERCLIS, renamed to SEMS by the EPA in 2015. The list contains data on potentially hazardous waste sites that have been reported to the USEPA by states, municipalities, private companies and private persons, pursuant to Section 103 of the Comprehensive Environmental Response, Compensation, and Liability Act (CERCLA). This dataset also contains sites which are either proposed to or on the National Priorities List (NPL) and the sites which are in the screening and assessment phase for possible inclusion on the NPL. Date of Government Version: 07/11/2017 Date Data Arrived at EDR: 07/21/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 77 Federal CERCLIS NFRAP site list Source: EPA Telephone: 800-424-9346 Last EDR Contact: 11/03/2017 Next Scheduled EDR Contact: 01/29/2018 Data Release Frequency: Quarterly SEMS -ARCHIVE: Supertund Enterprise Management System Archive TC5127404.2s Page GR -2 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING SEMS -ARCHIVE (Supertund Enterprise Management System Archive) tracks sites that have no further interest under the Federal Supertund Program based on available information. The list was formerly known as the CERCLIS-NFRAP, renamed to SEMS ARCHIVE by the EPA in 2015. EPA may perform a minimal level of assessment work at a site while it is archived if site conditions change and/or new information becomes available. Archived sites have been removed and archived from the inventory of SEMS sites. Archived status indicates that, to the best of EPA's knowledge, assessment at a site has been completed and that EPA has determined no further steps will be taken to list the site on the National Priorities List (NPL), unless information indicates this decision was not appropriate or other considerations require a recommendation for listing at a later time. The decision does not necessarily mean that there is no hazard associated with a given site; it only means that. based upon available information, the location is not judged to be potential NPL site. Date of Government Version: 07/11/2017 Date Data Arrived at EDR: 07/28/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 70 Federal RCRA CORRACTS facilities list Source: EPA Telephone: 800-424-9346 Last EDR Contact: 11/03/2017 Next Scheduled EDR Contact: 01/29/2018 Data Release Frequency: Quarterly CORRACTS: Corrective Action Report CORRACTS identifies hazardous waste handlers with RCRA corrective action activity. Date of Government Version: 09/13/2017 Date Data Arrived at EDR: 09/26/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 10 Federal RCRA non-CORRACTS TSD facilities list Source: EPA Telephone: 800-424-9346 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Quarterly RCRA-TSDF: RCRA - Treatment, Storage and Disposal RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Transporters are individuals or entities that move hazardous waste from the generator offsite to a facility that can recycle, treat, store, or dispose of the waste. TSDFs treat, store, or dispose of the waste. Date of Government Version: 09/13/2017 Date Data Arrived at EDR: 09/26/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 10 Federal RCRA generators list Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Quarterly RCRA-LQG: RCRA - Large Quantity Generators RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Large quantity generators (LQGs) generate over 1,000 kilograms (kg) of hazardous waste, or over 1 kg of acutely hazardous waste per month. Date of Government Version: 09/13/2017 Date Data Arrived at EDR: 0912612017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 10 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 0 9126/2 01 7 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Quarterly TC5127404.2s Page GR -3 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING RCRA-SQG: RCRA - Small Quantity Generators RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Small quantity generators (SQGs) generate between 100 kg and 1,000 kg of hazardous waste per month. Date of Government Version: 09/13/2017 Date Data Arrived at EDR: 09/26/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 10 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Quarterly RCRA-CESQG: RCRA - Conditionally Exempt Small Quantity Generators RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Conditionally exempt small quantity generators (CESQGs) generate less than 100 kg of hazardous waste, or less than 1 kg of acutely hazardous waste per month. Date of Government Version: 09/13/2017 Date Data Arrived at EDR: 09/26/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 10 Source: Environmental Protection Agency Telephone: 303-312-6149 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Quarterly Federal institutional controls / engineering controls registries LUCIS: Land Use Control Information System LUCIS contains records of land use control information pertaining to the former Navy Base Realignment and Closure properties. Date of Government Version: 05/22/2017 Date Data Arrived at EDR: 06/13/2017 Date Made Active in Reports: 09/15/2017 Number of Days to Update: 94 Source: Department of the Navy Telephone: 843-820-7326 Last EDR Contact: 11/08/2017 Next Scheduled EDR Contact: 02/26/2018 Data Release Frequency: Varies US ENG CONTROLS: Engineering Controls Sites List A listing of sites with engineering controls in place. Engineering controls include various forms of caps, building foundations, liners, and treatment methods to create pathway elimination for regulated substances to enter environmental media or effect human health. Date of Government Version: 08/10/2017 Date Data Arrived at EDR: 08/30/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 44 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 11/27/2017 Next Scheduled EDR Contact: 03/12/2018 Data Release Frequency: Varies US INST CONTROL: Sites with Institutional Controls A listing of sites with institutional controls in place. Institutional controls include administrative measures, such as groundwater use restrictions, construction restrictions, property use restrictions, and post remediation care requirements intended to prevent exposure to contaminants remaining on site. Deed restrictions are generally required as part of the institutional controls. Date of Government Version: 08/10/2017 Date Data Arrived at EDR: 08/30/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 44 Source: Environmental Protection Agency Telephone: 703-603-0695 Last EDR Contact: 11/27/2017 Next Scheduled EDR Contact: 03/12/2018 Data Release Frequency: Varies TC5127404.2s Page GR -4 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Federal ERNS list ERNS: Emergency Response Notification System Emergency Response Notification System. ERNS records and stores information on reported releases of oil and hazardous substances. Date of Government Version: 09/18/2017 Source: National Response Center, United States Coast Guard Date Data Arrived at EDR: 09/21/2017 Telephone: 202-267-2180 Date Made Active in Reports: 10/13/2017 Last EDR Contact: 09/21/2017 Number of Days to Update: 22 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Quarterly State- and tribal - equivalent CERCLIS SHWS: This state does not maintain a SHWS list. See the Federal CERCLIS list and Federal NPL list. State Hazardous Waste Sites. State hazardous waste site records are the states' equivalent to CERCLIS. These sites may or may not already be listed on the federal CERCLIS list. Priority sites planned for cleanup using state funds (state equivalent of Superfund) are identified along with sites where cleanup will be paid for by potentially responsible parties. Available information varies by state. Date of Government Version: N/A Source: Department of Public Health & Environment Date Data Arrived at EDR: N/A Telephone: 303-692-3300 Date Made Active in Reports: NIA Last EDR Contact: 11/08/2017 Number of Days to Update: N/A Next Scheduled EDR Contact: 02/26/2018 Data Release Frequency: N/A State and tribal landfill and/or solid waste disposal site lists SWF/LF: Solid Waste Sites & Facilities Solid Waste Facilities/Landfill Sites. SWF/LF type records typically contain an inventory of solid waste disposal facilities or landfills in a particular state. Depending on the state, these may be active or inactive facilities or open dumps that failed to meet RCRA Subtitle D Section 4004 criteria for solid waste landfills or disposal sites. Date of Government Version: 12/04/2014 Source: Department of Public Health & Environment Date Data Arrived at EDR: 02/13/2015 Telephone: 303-692-3300 Date Made Active in Reports: 03/04/2015 Last EDR Contact: 11/10/2017 Number of Days to Update: 19 Next Scheduled EDR Contact: 02/19/2018 Data Release Frequency: Annually State and tribal leaking storage tank lists LAST: Leaking Aboveground Storage Tank Listing A listing of leaking aboveground storage tank sites. Date of Government Version: 09/01/2017 Source: Department of Labor & Employment Date Data Arrived at EDR: 09/06/2017 Telephone: 303-318-8525 Date Made Active in Reports: 09/2812017 Last EDR Contact: 09/06/2017 Number of Days to Update: 22 Next Scheduled EDR Contact: 12/18/2017 Data Release Frequency: Varies LUST: Leaking Underground Storage Tank List Leaking Underground Storage Tank Incident Reports. LUST records contain an inventory of reported leaking underground storage tank incidents. Not all states maintain these records, and the information stored varies by state. Date of Government Version: 09/01/2017 Source: Department of Labor and Employment, Oil Inspection Section Date Data Arrived at EDR: 09/06/2017 Telephone: 303-318-8521 Date Made Active in Reports: 09/28/2017 Last EDR Contact: 09/06/2017 Number of Days to Update: 22 Next Scheduled EDR Contact: 12/18/2017 Data Release Frequency: Quarterly TC5127404.2s Page GR -5 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING INDIAN LUST R5: Leaking Underground Storage Tanks on Indian Land Leaking underground storage tanks located on Indian Land in Michigan, Minnesota and Wisconsin. Date of Government Version: 04/26/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 78 Source: EPA, Region 5 Telephone: 312-886-7439 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN LUST R8: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Colorado, Montana, North Dakota, South Dakota, Utah and Wyoming. Date of Government Version: 05/01/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 78 Source: EPA Region 8 Telephone: 303-312-6271 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN LUST R9: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Arizona, California, New Mexico and Nevada Date of Government Version: 04/13/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 78 Source: Environmental Protection Agency Telephone: 415-972-3372 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN LUST R7: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Iowa, Kansas, and Nebraska Date of Government Version: 04/14/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 71 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN LUST R10: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Alaska, Idaho, Oregon and Washington. Date of Government Version: 10/07/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 11/07/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Quarterly INDIAN LUST Rl : Leaking Underground Storage Tanks on Indian Land A listing of leaking underground storage tank locations on Indian Land. Date of Government Version: 04/14/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 71 Source: EPA Region 1 Telephone: 617-918-1313 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN LUST R4: Leaking Underground Storage Tanks on Indian Land LUSTs on Indian land in Florida, Mississippi and North Carolina. Date of Government Version: 10/14/2016 Date Data Arrived at EDR: 01/27/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 98 Source: EPA Region 4 Telephone: 404-562-8677 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Semi -Annually TC5127404.2s Page GR -6 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING INDIAN LUST R6: Leaking Underground Storage Tanks on Indian Land LUSTS on Indian land in New Mexico and Oklahoma. Date of Government Version: 04/24/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 71 Source: EPA Region 6 Telephone: 214-665-6597 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies TRUST: Lust Trust Sites Reimbursement application package. The 1989 Colorado General Assembly established Colorado's Petroleum Storage Tank Fund. The Fund reimburses eligible applicants for allowable costs incurred in cleaning up petroleum contamination from underground and aboveground petroleum storage tanks, as well as for third -party liability expenses. Remediation of contamination caused by railroad or aircraft fuel is not eligible for reimbursement. The Fund satisfies federal Environmental Protection Agency financial assurance requirements. Monies in the Fund come from various sources, predominantly the state environmental surcharge imposed on all petroleum products except railroad or aircraft fuel. Date of Government Version: 09/30/2017 Source: Department of Labor and Employment, Oil Inspection Section Date Data Arrived at EDR: 10/02/2017 Telephone: 303-318-8521 Date Made Active in Reports: 11/08/2017 Last EDR Contact: 09/25/2017 Number of Days to Update: 37 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Varies State and tribal registered storage tank lists FEMA UST: Underground Storage Tank Listing A listing of all FEMA owned underground storage tanks. Date of Government Version: 05/15/2017 Date Data Arrived at EDR: 05/30/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 136 Source: FEMA Telephone: 202-646-5797 Last EDR Contact: 10/13/2017 Next Scheduled EDR Contact: 01/22/2018 Data Release Frequency: Varies UST: Underground Storage Tank Database Registered Underground Storage Tanks. UST's are regulated under Subtitle I of the Resource Conservation and Recovery Act (RCRA) and must be registered with the state department responsible for administering the UST program. Available information varies by state program. Date of Government Version: 08/24/2017 Source: Department of Labor and Employment, Oil Inspection Section Date Data Arrived at EDR: 08/29/2017 Telephone: 303-318-8521 Date Made Active in Reports: 09/28/2017 Last EDR Contact: 12/01/2017 Number of Days to Update: 30 Next Scheduled EDR Contact: 0 3/1 91201 8 Data Release Frequency: Quarterly AST: Aboveground Tank List Aboveground storage tank locations. Date of Government Version: 08/24/2017 Source: Department of Labor and Employment, Oil Inspection Section Date Data Arrived at EDR: 08/29/2017 Telephone: 303-318-8521 Date Made Active in Reports: 09/28/2017 Last EDR Contact: 12/01/2017 Number of Days to Update: 30 Next Scheduled EDR Contact: 03/19/2018 Data Release Frequency: Semi -Annually INDIAN UST R9: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 9 (Arizona, California, Hawaii, Nevada, the Pacific Islands, and Tribal Nations). TC5127404.2s Page GR -7 GOVERNMENT RECORDS SEARCHED/ DATA CURRENCY TRACKING Date of Government Version: 04/13/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 78 Source: EPA Region 9 Telephone: 415-972-3368 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN UST R8: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 8 (Colorado, Montana, North Dakota, South Dakota, Utah, Wyoming and 27 Tribal Nations). Date of Government Version: 05/01/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 78 Source: EPA Region 8 Telephone: 303-312-6137 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN UST R4: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 4 (Alabama, Florida, Georgia, Kentucky, Mississippi, North Carolina, South Carolina, Tennessee and Tribal Nations) Date of Government Version: 10/14/2016 Date Data Arrived at EDR: 01/27/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 98 Source: EPA Region 4 Telephone: 404-562-9424 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Semi -Annually INDIAN UST R5: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 5 (Michigan, Minnesota and Wisconsin and Tribal Nations). Date of Government Version: 04/26/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 71 Source: EPA Region 5 Telephone: 312-886-6136 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN UST R7: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 7 (Iowa, Kansas, Missouri, Nebraska, and 9 Tribal Nations). Date of Government Version: 05/02/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 71 Source: EPA Region 7 Telephone: 913-551-7003 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN UST R6: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 6 (Louisiana, Arkansas, Oklahoma, New Mexico, Texas and 65 Tribes). Date of Government Version: 10/01/2016 Date Data Arrived at EDR: 01/26/2017 Date Made Active in Reports: 05/05/2017 Number of Days to Update: 99 Source: EPA Region 6 Telephone: 214-665-7591 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Semi -Annually INDIAN UST R1: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 1 (Connecticut, Maine, Massachusetts, New Hampshire, Rhode Island, Vermont and ten Tribal Nations). TC5127404.2s Page GR -8 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 04/14/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 71 Source: EPA, Region 1 Telephone: 617-918-1313 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies INDIAN UST R10: Underground Storage Tanks on Indian Land The Indian Underground Storage Tank (UST) database provides information about underground storage tanks on Indian land in EPA Region 10 (Alaska, Idaho, Oregon, Washington, and Tribal Nations). Date of Government Version: 04/25/2017 Date Data Arrived at EDR: 07/27/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 78 Source: EPA Region 10 Telephone: 206-553-2857 Last EDR Contact: 10/27/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies State and tribal institutional control / engineering control registries AUL: Environmental Real Covenants List Senate Bill 01-145 gave authority to the Colorado Department of Public Health and Environment to approve requests to restrict the future use of a property using an enforceable agreement called an environmental covenant. When a contaminated site is not cleaned up completely, land use restrictions may be used to ensure that the selected cleanup remedy is adequately protective of human health and the environment. Date of Government Version: 10/24/2017 Date Data Arrived at EDR: 10/27/2017 Date Made Active in Reports: 11/08/2017 Number of Days to Update: 12 State and tribal voluntary cleanup sites Source: Department of Public Health & Environment Telephone: 303-692-3331 Last EDR Contact: 10/25/2017 Next Scheduled EDR Contact: 02/12/2018 Data Release Frequency: Varies INDIAN VCP R7: Voluntary Cleanup Priority Lisitng A listing of voluntary cleanup priority sites located on Indian Land located in Region 7. Date of Government Version: 03/20/2008 Date Data Arrived at EDR: 04/22/2008 Date Made Active in Reports: 05/19/2008 Number of Days to Update: 27 Source: EPA, Region 7 Telephone: 913-551-7365 Last EDR Contact: 04/20/2009 Next Scheduled EDR Contact: 07/20/2009 Data Release Frequency: Varies VCP: Voluntary Cleanup & Redevelopment Act Application Tracking Report The Voluntary Cleanup and Redevelopment Act is intended to permit and encourage voluntary cleanups by providing a method to determine clean-up responsibilities in planning the reuse of property. The VCRA was intended for sites which were not covered by existing regulatory programs. Date of Government Version: 08/16/2017 Source: Department of Public Health and Environmental Date Data Arrived at EDR: 10/10/2017 Telephone: 303-692-3331 Date Made Active in Reports: 11 /10/2017 Last EDR Contact: 10/10/2017 Number of Days to Update: 31 Next Scheduled EDR Contact: 01/2212018 Data Release Frequency: Semi -Annually INDIAN VCP R1: Voluntary Cleanup Priority Listing A listing of voluntary cleanup priority sites located on Indian Land located in Region 1. Date of Government Version: 07/27/2015 Date Data Arrived at EDR: 09/29/2015 Date Made Active in Reports: 02/18/2016 Number of Days to Update: 142 Source: EPA, Region 1 Telephone: 617-918-1102 Last EDR Contact: 09/25/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Varies TC5127404.2s Page GR -9 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING State and tribal Brownfields sites BROWNFIELDS: Brownfields Sites Listing Brownfields Sites Listing Date of Government Version: 1 0/2 312 01 7 Source: Department of Public Health & Environment Date Data Arrived at EDR: 10/25/2017 Telephone: 303-692-3331 Date Made Active in Reports: 11/08/2017 Last EDR Contact: 10/23/2017 Number of Days to Update: 14 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies ADDITIONAL ENVIRONMENTAL RECORDS Local Brownfield lists US BROWNFIELDS: A Listing of Brownfields Sites Brownfields are real property, the expansion, redevelopment, or reuse of which may be complicated by the presence or potential presence of a hazardous substance, pollutant, or contaminant. Cleaning up and reinvesting in these properties takes development pressures off of undeveloped, open land, and both improves and protects the environment. Assessment, Cleanup and Redevelopment Exchange System (ACRES) stores information reported by EPA Brownfields grant recipients on brownfields properties assessed or cleaned up with grant funding as well as information on Targeted Brownfields Assessments performed by EPA Regions. A listing of ACRES Brownfield sites is obtained from Cleanups in My Community. Cleanups in My Community provides information on Brownfields properties for which information is reported back to EPA, as well as areas served by Brownfields grant programs. Date of Government Version: 06/19/2017 Date Data Arrived at EDR: 06/20/2017 Date Made Active in Reports: 09/15/2017 Number of Days to Update: 87 Source: Environmental Protection Agency Telephone: 202-566-2777 Last EDR Contact: 09/20/2017 Next Scheduled EDR Contact: 01/01/2018 Data Release Frequency: Semi -Annually Local Lists of Landfill / Solid Waste Disposal Sites HISTORICAL LANDFILL: Historical Landfill List Abandoned/Inactive Landfills. Date of Government Version: 01/31/1993 Source: Department of Public Health & Environment Date Data Arrived at EDR: 04/24/1994 Telephone: 303-692-3300 Date Made Active in Reports: 05/30/1994 Last EDR Contact: 09/05/1996 Number of Days to Update: 36 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned SWRCY: Registered Recyclers Listing A listing of registered recycler locations in the state of Colorado. Date of Government Version: 09/05/2017 Source: Department of Public Health & Environment Date Data Arrived at EDR: 09/05/2017 Telephone: 303-692-3337 Date Made Active in Reports: 09/28/2017 Last EDR Contact: 09/05/2017 Number of Days to Update: 23 Next Scheduled EDR Contact: 12/25/2017 Data Release Frequency: Semi -Annually INDIAN ODI: Report on the Status of Open Dumps on Indian Lands Location of open dumps on Indian land. Date of Government Version: 12/31/1998 Date Data Arrived at EDR: 12/03/2007 Date Made Active in Reports: 01/24/2008 Number of Days to Update: 52 Source: Environmental Protection Agency Telephone: 703-308-8245 Last EDR Contact: 10/30/2017 Next Scheduled EDR Contact: 02/12/2018 Data Release Frequency: Varies TC5127404.2s Page GR -10 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING DEBRIS REGION 9: Torres Martinez Reservation Illegal Dump Site Locations A listing of illegal dump sites location on the Torres Martinez Indian Reservation located in eastern Riverside County and northern Imperial County, California. Date of Government Version: 01/12/2009 Date Data Arrived at EDR: 05/07/2009 Date Made Active in Reports: 09/21/2009 Number of Days to Update: 137 Source: EPA, Region 9 Telephone: 415-947-4219 Last EDR Contact: 10/20/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: No Update Planned ODI: Open Dump Inventory An open dump is defined as a disposal facility that does not comply with one or more of the Part 257 or Part 258 Subtitle D Criteria. Date of Government Version: 06/30/1985 Date Data Arrived at EDR: 08/09/2004 Date Made Active in Reports: 09/17/2004 Number of Days to Update: 39 Source: Environmental Protection Agency Telephone: 800-424-9346 Last EDR Contact: 06/09/2004 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned IHS OPEN DUMPS: Open Dumps on Indian Land A listing of all open dumps located on Indian Land in the United States. Date of Government Version: 04/01/2014 Source: Department of Health & Human Serivices, Indian Health Service Date Data Arrived at EDR: 08/06/2014 Telephone: 301-443-1452 Date Made Active in Reports: 01/29/2015 Last EDR Contact: 11/03/2017 Number of Days to Update: 176 Next Scheduled EDR Contact: 02/12/2018 Data Release Frequency: Varies Local Lists of Hazardous waste / Contaminated Sites US HIST CDL: National Clandestine Laboratory Register A listing of clandestine drug lab locations that have been removed from the DEAs National Clandestine Laboratory Register. Date of Government Version: 07/13/2017 Date Data Arrived at EDR: 09/06/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 30 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 11/28/2017 Next Scheduled EDR Contact: 03/12/2018 Data Release Frequency: No Update Planned CDL: Meth Lab Locations Meth lab locations that were reported to the Department of Public Health & Environment. Date of Government Version: 09/27/2017 Source: Department of Public Health and Environment Date Data Arrived at EDR: 09/29/2017 Telephone: 303-692-3023 Date Made Active in Reports: 11/06/2017 Last EDR Contact: 09/27/2017 Number of Days to Update: 38 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Quarterly US CDL: Clandestine Drug Labs A listing of clandestine drug lab locations. The U.S. Department of Justice ("the Department') provides this web site as a public service. It contains addresses of some locations where law enforcement agencies reported they found chemicals or other items that indicated the presence of either clandestine drug laboratories or dumpsites. In most cases, the source of the entries is not the Department, and the Department has not verified the entry and does not guarantee its accuracy. Members of the public must verify the accuracy of all entries by, for example, contacting local law enforcement and local health departments. Date of Government Version: 07/13/2017 Date Data Arrived at EDR: 09/06/2017 Date Made Active in Reports: 10/06/2017 Number of Days to Update: 30 Source: Drug Enforcement Administration Telephone: 202-307-1000 Last EDR Contact: 11/28/2017 Next Scheduled EDR Contact: 03/12/2018 Data Release Frequency: Quarterly TC5127404.2s Page GR -11 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING Local Land Records LIENS 2: CERCLA Lien Information A Federal CERCLA ('Superfund') lien can exist by operation of law at any site or property at which EPA has spent Superfund monies. These monies are spent to investigate and address releases and threatened releases of contamination. CERCLIS provides information as to the identity of these sites and properties. Date of Government Version: 07/11/2017 Date Data Arrived at EDR: 07/26/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 79 Records of Emergency Release Reports Source: Environmental Protection Agency Telephone: 202-564-6023 Last EDR Contact: 11/03/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Semi -Annually HMIRS: Hazardous Materials Information Reporting System Hazardous Materials Incident Report System. HMIRS contains hazardous material spill incidents reported to DOT Date of Government Version: 09/21/2017 Date Data Arrived at EDR: 09121/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 22 CO ERNS: Spills Database State reported spills. Date of Government Version: 09/27/2017 Date Data Arrived at EDR: 09/29/2017 Date Made Active in Reports: 11/06/2017 Number of Days to Update: 38 Source: U.S. Department of Transportation Telephone: 202-366-4555 Last EDR Contact: 09/21/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Quarterly Source: Department of Public Health and Environmental Telephone: 303-692-2000 Last EDR Contact: 09/27/2017 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Quarterly SPILLS 90: SPILLS90 data from FirstSearch Spills 90 includes those spill and release records available exclusively from FirstSearch databases. Typically, they may include chemical, oil and/or hazardous substance spills recorded after 1990. Duplicate records that are already included in EDR incident and release records are not included in Spills 90. Date of Government Version: 10/15/2012 Date Data Arrived at EDR: 01/03/2013 Date Made Active in Reports: 02/06/2013 Number of Days to Update: 34 Other Ascertainable Records Source: FirstSearch Telephone: N/A Last EDR Contact: 01/03/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned RCRA NonGen / NLR: RCRA - Non Generators / No Longer Regulated RCRAInfo is EPA's comprehensive information system, providing access to data supporting the Resource Conservation and Recovery Act (RCRA) of 1976 and the Hazardous and Solid Waste Amendments (HSWA) of 1984. The database includes selective information on sites which generate, transport, store, treat and/or dispose of hazardous waste as defined by the Resource Conservation and Recovery Act (RCRA). Non -Generators do not presently generate hazardous waste. Date of Government Version: 09/13/2017 Source: Environmental Protection Agency Date Data Arrived at EDR: 09/26/2017 Telephone: 303-312-6149 Date Made Active in Reports: 10/06/2017 Last EDR Contact: 09/26/2017 Number of Days to Update: 10 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Quarterly TC5127404.2s Page GR -12 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING FUDS: Formerly Used Defense Sites The listing includes locations of Formerly Used Defense Sites properties where the US Army Corps of Engineers is actively working or will take necessary cleanup actions. Date of Government Version: 01/31/2015 Date Data Arrived at EDR: 07/08/2015 Date Made Active in Reports: 10/13/2015 Number of Days to Update: 97 Source: U.S. Army Corps of Engineers Telephone: 202-528-4285 Last EDR Contact: 11/22/2017 Next Scheduled EDR Contact: 03/05/2018 Data Release Frequency: Varies DOD: Department of Defense Sites This data set consists of federally owned or administered lands, administered by the Department of Defense, that have any area equal to or greater than 640 acres of the United States, Puerto Rico, and the U.S. Virgin Islands. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 11/10/2006 Date Made Active in Reports: 01/11/2007 Number of Days to Update: 62 Source: USGS Telephone: 888-275-8747 Last EDR Contact: 10/13/2017 Next Scheduled EDR Contact: 01/22/2018 Data Release Frequency: Semi -Annually FEDLAND: Federal and Indian Lands Federally and Indian administrated lands of the United States. Lands included are administrated by: Army Corps of Engineers, Bureau of Reclamation, National Wild and Scenic River. National Wildlife Refuge, Public Domain Land, Wilderness, Wilderness Study Area, Wildlife Management Area, Bureau of Indian Affairs, Bureau of Land Management, Department of Justice, Forest Service, Fish and Wildlife Service, National Park Service. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 02/06/2006 Date Made Active in Reports: 01111/2007 Number of Days to Update: 339 Source: U.S. Geological Survey Telephone: 888-275-8747 Last EDR Contact: 10/11/2017 Next Scheduled EDR Contact: 01/22/2018 Data Release Frequency: N/A SCRD DRYCLEANERS: State Coalition for Remediation of Drycleaners Listing The State Coalition for Remediation of Drycleaners was established in 1998, with support from the U.S. EPA Office of Superfund Remediation and Technology Innovation. It is comprised of representatives of states with established drycleaner remediation programs. Currently the member states are Alabama, Connecticut, Florida, Illinois, Kansas, Minnesota, Missouri, North Carolina, Oregon, South Carolina, Tennessee, Texas, and Wisconsin. Date of Government Version: 01/01/2017 Date Data Arrived at EDR: 02/03/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 63 Source: Environmental Protection Agency Telephone: 615-532-8599 Last EDR Contact: 11/17/2017 Next Scheduled EDR Contact: 02/26/2018 Data Release Frequency: Varies US FIN ASSUR: Financial Assurance Information All owners and operators of facilities that treat, store, or dispose of hazardous waste are required to provide proof that they will have sufficient funds to pay for the clean up, closure, and post -closure care of their facilities. Date of Government Version: 05/10/2017 Date Data Arrived at EDR: 05/17/2017 Date Made Active in Reports: 09/15/2017 Number of Days to Update: 121 Source: Environmental Protection Agency Telephone: 202-566-1917 Last EDR Contact: 11/01/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Quarterly EPA WATCH LIST: EPA WATCH LIST EPA maintains a "Watch List' to facilitate dialogue between EPA, state and local environmental agencies on enforcement matters relating to facilities with alleged violations identified as either significant or high priority. Being on the Watch List does not mean that the facility has actually violated the law only that an investigation by EPA or a state or local environmental agency has led those organizations to allege that an unproven violation has in fact occurred. Being on the Watch List does not represent a higher level of concern regarding the alleged violations that were detected, but instead indicates cases requiring additional dialogue between EPA, state and local agencies - primarily because of the length of time the alleged violation has gone unaddressed or unresolved. TC5127404.2s Page GR -13 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING Date of Government Version: 08/30/2013 Date Data Arrived at EDR: 03121/2014 Date Made Active in Reports: 06/17/2014 Number of Days to Update: 88 Source: Environmental Protection Agency Telephone: 617-520-3000 Last EDR Contact: 11/06/2017 Next Scheduled EDR Contact: 02/19/2018 Data Release Frequency: Quarterly 2020 COR ACTION: 2020 Corrective Action Program List The EPA has set ambitious goals for the RCRA Corrective Action program by creating the 2020 Corrective Action Universe. This RCRA cleanup baseline includes facilities expected to need corrective action. The 2020 universe contains a wide variety of sites. Some properties are heavily contaminated while others were contaminated but have since been cleaned up. Still others have not been fully investigated yet, and may require little or no remediation. Inclusion in the 2020 Universe does not necessarily imply failure on the part of a facility to meet its RCRA obligations. Date of Government Version: 04/22/2013 Date Data Arrived at EDR: 03/03/2015 Date Made Active in Reports: 03/09/2015 Number of Days to Update: 6 Source: Environmental Protection Agency Telephone: 703-308-4044 Last EDR Contact: 11/09/2017 Next Scheduled EDR Contact: 02/19/2018 Data Release Frequency: Varies TSCA: Toxic Substances Control Act Toxic Substances Control Act. TSCA identifies manufacturers and importers of chemical substances included on the TSCA Chemical Substance Inventory list. It includes data on the production volume of these substances by plant site. Date of Government Version: 12/31/2012 Date Data Arrived at EDR: 01/15/2015 Date Made Active in Reports: 01/29/2015 Number of Days to Update: 14 Source: EPA Telephone: 202-260-5521 Last EDR Contact: 09/22/2017 Next Scheduled EDR Contact: 01/01/2018 Data Release Frequency: Every 4 Years TRIS: Toxic Chemical Release Inventory System Toxic Release Inventory System. TRIS identifies facilities which release toxic chemicals to the air, water and land in reportable quantities under SARA Title III Section 313. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 11/24/2015 Date Made Active in Reports: 04/05/2016 Number of Days to Update: 133 Source: EPA Telephone: 202-566-0250 Last EDR Contact: 11/20/2017 Next Scheduled EDR Contact: 03/05/2018 Data Release Frequency: Annually SSTS: Section 7 Tracking Systems Section 7 of the Federal Insecticide, Fungicide and Rodenticide Act, as amended (92 Stat. 829) requires all registered pesticide -producing establishments to submit a report to the Environmental Protection Agency by March 1 st each year. Each establishment must report the types and amounts of pesticides, active ingredients and devices being produced, and those having been produced and sold or distributed in the past year. Date of Government Version: 12/31/2009 Date Data Arrived at EDR: 12/10/2010 Date Made Active in Reports: 02/25/2011 Number of Days to Update: 77 Source: EPA Telephone: 202-564-4203 Last EDR Contact: 10/2712017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Annually ROD: Records Of Decision Record of Decision. ROD documents mandate a permanent remedy at an NPL (Superfund) site containing technical and health information to aid in the cleanup. Date of Government Version: 09/27/2017 Date Data Arrived at EDR: 10/12/2017 Date Made Active in Reports: 10/20/2017 Number of Days to Update: 8 Source: EPA Telephone: 703-416-0223 Last EDR Contact: 11/03/2017 Next Scheduled EDR Contact: 12/18/2017 Data Release Frequency: Annually TC5127404.2s Page GR -14 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING RMP: Risk Management Plans When Congress passed the Clean Air Act Amendments of 1990, it required EPA to publish regulations and guidance for chemical accident prevention at facilities using extremely hazardous substances. The Risk Management Program Rule (RMP Rule) was written to implement Section 112(r) of these amendments. The rule, which built upon existing industry codes and standards, requires companies of all sizes that use certain flammable and toxic substances to develop a Risk Management Program, which includes a(n): Hazard assessment that details the potential effects of an accidental release, an accident history of the last five years, and an evaluation of worst-case and alternative accidental releases; Prevention program that includes safety precautions and maintenance, monitoring, and employee training measures; and Emergency response program that spells out emergency health care, employee training measures and procedures for informing the public and response agencies (e.g the fire department) should an accident occur. Date of Government Version: 02/01/2017 Date Data Arrived at EDR: 02/09/2017 Date Made Active in Reports: 04/07/2017 Number of Days to Update: 57 Source: Environmental Protection Agency Telephone: 202-564-8600 Last EDR Contact: 10/23/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies RAATS: RCRA Administrative Action Tracking System RCRA Administration Action Tracking System. RAATS contains records based on enforcement actions issued under RCRA pertaining to major violators and includes administrative and civil actions brought by the EPA. For administration actions after September 30, 1995, data entry in the RAATS database was discontinued. EPA will retain a copy of the database for historical records. It was necessary to terminate RAATS because a decrease in agency resources made it impossible to continue to update the information contained in the database. Date of Government Version: 04/17/1995 Date Data Arrived at EDR: 07/03/1995 Date Made Active in Reports: 08/07/1995 Number of Days to Update: 35 Source: EPA Telephone: 202-564-4104 Last EDR Contact: 06/02/2008 Next Scheduled EDR Contact: 09/01/2008 Data Release Frequency: No Update Planned PRP: Potentially Responsible Parties A listing of verified Potentially Responsible Parties Date of Government Version: 10/25/2013 Date Data Arrived at EDR: 10/17/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 3 Source: EPA Telephone: 202-564-6023 Last EDR Contact: 11/03/2017 Next Scheduled EDR Contact: 02/19/2018 Data Release Frequency: Quarterly PADS: PCB Activity Database System PCB Activity Database. PADS Identifies generators, transporters, commercial storers and/or brokers and disposers of PCB's who are required to notify the EPA of such activities. Date of Government Version: 06/01/2017 Date Data Arrived at EDR: 06/09/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 126 Source: EPA Telephone: 202-566-0500 Last EDR Contact: 10/13/2017 Next Scheduled EDR Contact: 01/22/2018 Data Release Frequency: Annually ICIS: Integrated Compliance Information System The Integrated Compliance Information System (ICIS) supports the information needs of the national enforcement and compliance program as well as the unique needs of the National Pollutant Discharge Elimination System (NPDES) program. Date of Government Version: 11 /18/2016 Date Data Arrived at EDR: 11/23/2016 Date Made Active in Reports: 02/10/2017 Number of Days to Update: 79 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 10/11/2017 Next Scheduled EDR Contact: 01/22/2018 Data Release Frequency: Quarterly TC5127404.2s Page GR -15 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING FTTS: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) FTTS tracks administrative cases and pesticide enforcement actions and compliance activities related to FIFRA, TSCA and EPCRA (Emergency Planning and Community Right -to -Know Act). To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 04/09/2009 Source: EPA/Office of Prevention, Pesticides and Toxic Substances Date Data Arrived at EDR: 04/16/2009 Telephone: 202-566-1667 Date Made Active in Reports: 05/11/2009 Last EDR Contact: 08/18/2017 Number of Days to Update: 25 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: Quarterly FTTS INSP: FIFRA/ TSCA Tracking System - FIFRA (Federal Insecticide, Fungicide, & Rodenticide Act)/TSCA (Toxic Substances Control Act) A listing of FIFRA/TSCA Tracking System (FTTS) inspections and enforcements. Date of Government Version: 04/09/2009 Date Data Arrived at EDR: 04/16/2009 Date Made Active in Reports: 05/11/2009 Number of Days to Update: 25 Source: EPA Telephone: 202-566-1667 Last EDR Contact: 08/18/2017 Next Scheduled EDR Contact: 12/04/2017 Data Release Frequency: Quarterly MLTS: Material Licensing Tracking System MLTS is maintained by the Nuclear Regulatory Commission and contains a list of approximately 8,100 sites which possess or use radioactive materials and which are subject to NRC licensing requirements. To maintain currency, EDR contacts the Agency on a quarterly basis. Date of Government Version: 08/30/2016 Date Data Arrived at EDR: 09/08/2016 Date Made Active in Reports: 10/21/2016 Number of Days to Update: 43 Source: Nuclear Regulatory Commission Telephone: 301-415-7169 Last EDR Contact: 10/16/2017 Next Scheduled EDR Contact: 11/20/2017 Data Release Frequency: Quarterly COAL ASH DOE: Steam -Electric Plant Operation Data A listing of power plants that store ash in surface ponds. Date of Government Version: 12/31/2005 Date Data Arrived at EDR: 08/07/2009 Date Made Active in Reports: 10/22/2009 Number of Days to Update: 76 Source: Department of Energy Telephone: 202-586-8719 Last EDR Contact: 10/03/2017 Next Scheduled EDR Contact: 12/18/2017 Data Release Frequency: Varies COAL ASH EPA: Coal Combustion Residues Surface Impoundments List A listing of coal combustion residues surface impoundments with high hazard potential ratings. Date of Government Version: 07/01/2014 Date Data Arrived at EDR: 09/10/2014 Date Made Active in Reports: 10/20/2014 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: N/A Last EDR Contact: 09/08/2017 Next Scheduled EDR Contact: 12/18/2017 Data Release Frequency: Varies PCB TRANSFORMER: PCB Transformer Registration Database The database of PCB transformer registrations that includes all PCB registration submittals. Date of Government Version: 02/01/2011 Date Data Arrived at EDR: 10/19/2011 Date Made Active in Reports: 01/10/2012 Number of Days to Update: 83 Source: Environmental Protection Agency Telephone: 202-566-0517 Last EDR Contact: 10/26/2017 Next Scheduled EDR Contact: 02/05/2018 Data Release Frequency: Varies RADINFO: Radiation Information Database The Radiation Information Database (RADINFO) contains information about facilities that are regulated by U.S. Environmental Protection Agency (EPA) regulations for radiation and radioactivity. TC5127404.2s Page GR -16 [7 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING Date of Government Version: 10/02/2017 Date Data Arrived at EDR: 10/05/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 8 Source: Environmental Protection Agency Telephone: 202-343-9775 Last EDR Contact: 10/05/2017 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Quarterly HIST FTTS: FIFRA/TSCA Tracking System Administrative Case Listing A complete administrative case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2007 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned HIST FTTS INSP: FIFRA/TSCA Tracking System Inspection & Enforcement Case Listing A complete inspection and enforcement case listing from the FIFRA/TSCA Tracking System (FTTS) for all ten EPA regions. The information was obtained from the National Compliance Database (NCDB). NCDB supports the implementation of FIFRA (Federal Insecticide, Fungicide, and Rodenticide Act) and TSCA (Toxic Substances Control Act). Some EPA regions are now closing out records. Because of that, and the fact that some EPA regions are not providing EPA Headquarters with updated records, it was decided to create a HIST FTTS database. It included records that may not be included in the newer FTTS database updates. This database is no longer updated. Date of Government Version: 10/19/2006 Date Data Arrived at EDR: 03/01/2007 Date Made Active in Reports: 04/10/2007 Number of Days to Update: 40 Source: Environmental Protection Agency Telephone: 202-564-2501 Last EDR Contact: 12/17/2008 Next Scheduled EDR Contact: 03/17/2008 Data Release Frequency: No Update Planned DOT OPS: Incident and Accident Data Department of Transporation, Office of Pipeline Safety Incident and Accident data. Date of Government Version: 07/31/2012 Source: Department of Transporation, Office of Pipeline Safety Date Data Arrived at EDR: 08/07/2012 Telephone: 202-366-4595 Date Made Active in Reports: 09/18/2012 Last EDR Contact: 10/31/2017 Number of Days to Update: 42 Next Scheduled EDR Contact: 02/12/2018 Data Release Frequency: Varies CONSENT: Superfund (CERCLA) Consent Decrees Major legal settlements that establish responsibility and standards for cleanup at NPL (Superfund) sites. Released periodically by United States District Courts after settlement by parties to litigation matters. Date of Government Version: 06/30/2017 Source: Department of Justice, Consent Decree Library Date Data Arrived at EDR: 08/03/2017 Telephone: Varies Date Made Active in Reports: 1012012017 Last EDR Contact: 09/25/2017 Number of Days to Update: 78 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Varies BRS: Biennial Reporting System The Biennial Reporting System is a national system administered by the EPA that collects data on the generation and management of hazardous waste. BRS captures detailed data from two groups: Large Quantity Generators (LQG) and Treatment, Storage, and Disposal Facilities. Date of Government Version: 12/31/2015 Date Data Arrived at EDR: 02/22/2017 Date Made Active in Reports: 09/28/2017 Number of Days to Update: 218 Source: EPA/NTIS Telephone: 800-424-9346 Last EDR Contact: 11/20/2017 Next Scheduled EDR Contact: 03/05/2018 Data Release Frequency: Biennially TC5127404.2s Page GR -17 GOVERNMENT RECORDS SEARCHED /DATA CURRENCY TRACKING INDIAN RESERV: Indian Reservations This map layer portrays Indian administered lands of the United States that have any area equal to or greater than 640 acres. Date of Government Version: 12/31/2014 Date Data Arrived at EDR: 07/14/2015 Date Made Active in Reports: 01/10/2017 Number of Days to Update: 546 Source: USGS Telephone: 202-208-3710 Last EDR Contact: 10/11/2017 Next Scheduled EDR Contact: 01/22/2018 Data Release Frequency: Semi -Annually FUSRAP: Formerly Utilized Sites Remedial Action Program DOE established the Formerly Utilized Sites Remedial Action Program (FUSRAP) in 1974 to remediate sites where radioactive contamination remained from Manhattan Project and early U.S. Atomic Energy Commission (AEC) operations. Date of Government Version: 12/23/2016 Date Data Arrived at EDR: 12/27/2016 Date Made Active in Reports: 02/17/2017 Number of Days to Update: 52 Source: Department of Energy Telephone: 202-586-3559 Last EDR Contact: 11/02/2017 Next Scheduled EDR Contact: 02/19/2018 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites Uranium ore was mined by private companies for federal government use in national defense programs. When the mills shut down, large piles of the sand -like material (mill tailings) remain after uranium has been extracted from the ore. Levels of human exposure to radioactive materials from the piles are low; however, in some cases tailings were used as construction materials before the potential health hazards of the tailings were recognized. Date of Government Version: 06/23/2017 Date Data Arrived at EDR: 10/11/2017 Date Made Active in Reports: 11/03/2017 Number of Days to Update: 23 LEAD SMELTER 1: Lead Smelter Sites A listing of former lead smelter site locations. Date of Government Version: 05/30/2017 Date Data Arrived at EDR: 06/09/2017 Date Made Active in Reports: 09/15/2017 Number of Days to Update: 98 Source: Department of Energy Telephone: 505-845-0011 Last EDR Contact: 11/22/2017 Next Scheduled EDR Contact: 03/05/2018 Data Release Frequency: Varies Source: Environmental Protection Agency Telephone: 703-603-8787 Last EDR Contact: 11/03/2017 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Varies LEAD SMELTER 2: Lead Smelter Sites A list of several hundred sites in the U.S. where secondary lead smelting was done from 1931 and 1964. These sites may pose a threat to public health through ingestion or inhalation of contaminated soil or dust Date of Government Version: 04/05/2001 Date Data Arrived at EDR: 10/27/2010 Date Made Active in Reports: 12/02/2010 Number of Days to Update: 36 Source: American Journal of Public Health Telephone: 703-305-6451 Last EDR Contact: 12/02/2009 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned US AIRS (AFS): Aerometric Information Retrieval System Facility Subsystem (AFS) The database is a sub -system of Aerometric Information Retrieval System (AIRS). AFS contains compliance data on air pollution point sources regulated by the U.S. EPA and/or state and local air regulatory agencies. This information comes from source reports by various stationary sources of air pollution, such as electric power plants, steel mills, factories, and universities, and provides information about the air pollutants they produce. Action, air program, air program pollutant, and general level plant data. It is used to track emissions and compliance data from industrial plants. TC5127404.2s Page GR -18 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 US AIRS MINOR: Air Facility System Data A listing of minor source facilities. Date of Government Version: 10/12/2016 Date Data Arrived at EDR: 10/26/2016 Date Made Active in Reports: 02/03/2017 Number of Days to Update: 100 Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually Source: EPA Telephone: 202-564-2496 Last EDR Contact: 09/26/2017 Next Scheduled EDR Contact: 01/08/2018 Data Release Frequency: Annually US MINES: Mines Master Index File Contains all mine identification numbers issued for mines active or opened since 1971. The data also includes violation information. Date of Government Version: 07/31/2017 Source: Department of Labor, Mine Safety and Health Administration Date Data Arrived at EDR: 08/30/2017 Telephone: 303-231-5959 Date Made Active in Reports: 10/13/2017 Last EDR Contact: 11/28/2017 Number of Days to Update: 44 Next Scheduled EDR Contact: 03/12/2018 Data Release Frequency: Semi -Annually US MINES 2: Ferrous and Nonferrous Metal Mines Database Listing This map layer includes ferrous (ferrous metal mines are facilities that extract ferrous metals, such as iron ore or molybdenum) and nonferrous (Nonferrous metal mines are facilities that extract nonferrous metals, such as gold, silver, copper, zinc, and lead) metal mines in the United States. Date of Government Version: 12/05/2005 Date Data Arrived at EDR: 02/29/2008 Date Made Active in Reports: 04/18/2008 Number of Days to Update: 49 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 12/01/2017 Next Scheduled EDR Contact: 03/12/2018 Data Release Frequency: Varies US MINES 3: Active Mines & Mineral Plants Database Listing Active Mines and Mineral Processing Plant operations for commodities monitored by the Minerals Information Team of the USGS. Date of Government Version: 04/14/2011 Date Data Arrived at EDR: 06/08/2011 Date Made Active in Reports: 09/13/2011 Number of Days to Update: 97 Source: USGS Telephone: 703-648-7709 Last EDR Contact: 12/01/2017 Next Scheduled EDR Contact: 03/12/2018 Data Release Frequency: Varies ABANDONED MINES: Abandoned Mines An inventory of land and water impacted by past mining (primarily coal mining) is maintained by OSMRE to provide information needed to implement the Surface Mining Control and Reclamation Act of 1977 (SMCRA). The inventory contains information on the location, type, and extent of AML impacts, as well as, information on the cost associated with the reclamation of those problems. The inventory is based upon field surveys by State, Tribal, and OSMRE program officials. It is dynamic to the extent that it is modified as new problems are identified and existing problems are reclaimed. Date of Government Version: 09/25/2017 Date Data Arrived at EDR: 09/26/2017 Date Made Active in Reports: 10/20/2017 Number of Days to Update: 24 Source: Department of Interior Telephone: 202-208-2609 Last EDR Contact: 09/25/2017 Next Scheduled EDR Contact: 12/25/2017 Data Release Frequency: Quarterly TC5127404.2s Page GR -19 GOVERNMENT RECORDS SEARCHED f DATA CURRENCY TRACKING FINDS: Facility Index System/Facility Registry System Facility Index System. FINDS contains both facility information and 'pointers' to other sources that contain more detail. EDR includes the following FINDS databases in this report: PCS (Permit Compliance System), AIRS (Aerometric Information Retrieval System), DOCKET (Enforcement Docket used to manage and track information on civil judicial enforcement cases for all environmental statutes), FURS (Federal Underground Injection Control), C -DOCKET (Criminal Docket System used to track criminal enforcement actions for all environmental statutes), FFIS (Federal Facilities Information System), STATE (State Environmental Laws and Statutes), and PADS (PCB Activity Data System). Date of Government Version: 07/23/2017 Date Data Arrived at EDR: 09/06/2017 Date Made Active in Reports: 09/15/2017 Number of Days to Update: 9 Source: EPA Telephone: (303) 312-6312 Last EDR Contact: 09/06/2017 Next Scheduled EDR Contact: 12/18/2017 Data Release Frequency: Quarterly DOCKET HWC: Hazardous Waste Compliance Docket Listing A complete list of the Federal Agency Hazardous Waste Compliance Docket Facilities. Date of Government Version: 02/13/2017 Date Data Arrived at EDR: 02/15/2017 Date Made Active in Reports: 11/03/2017 Number of Days to Update: 261 UXO: Unexploded Ordnance Sites A listing of unexploded ordnance site locations Date of Government Version: 10/25/2016 Date Data Arrived at EDR: 06/02/2017 Date Made Active in Reports: 10/13/2017 Number of Days to Update: 133 Source: Environmental Protection Agency Telephone: 202-564-0527 Last EDR Contact: 11/21/2017 Next Scheduled EDR Contact: 03/12/2018 Data Release Frequency: Varies Source: Department of Defense Telephone: 703-704-1564 Last EDR Contact: 10/16/2017 Next Scheduled EDR Contact: 01/29/2018 Data Release Frequency: Varies ECHO: Enforcement & Compliance History Information ECHO provides integrated compliance and enforcement information for about 800,000 regulated facilities nationwide. Date of Government Version: 09/02/2017 Date Data Arrived at EDR: 09/06/2017 Date Made Active in Reports: 10/20/2017 Number of Days to Update: 44 Source: Environmental Protection Agency Telephone: 202-564-2280 Last EDR Contact: 09/06/2017 Next Scheduled EDR Contact: 12/18/2017 Data Release Frequency: Quarterly FUELS PROGRAM: EPA Fuels Program Registered Listing This listing includes facilities that are registered under the Part 80 (Code of Federal Regulations) EPA Fuels Programs. All companies now are required to submit new and updated registrations. Date of Government Version: 08/17/2017 Date Data Arrived at EDR: 08/17/2017 Date Made Active in Reports: 09/15/2017 Number of Days to Update: 29 Source: EPA Telephone: 800-385-6164 Last EDR Contact: 11/20/2017 Next Scheduled EDR Contact: 03/05/2018 Data Release Frequency: Quarterly AIRS: Permitted Facility & Emissions Listing A listing of Air Pollution Control Division permits and emissions data. Date of Government Version: 08/31/2017 Source: Department of Public Health & Environment Date Data Arrived at EDR: 09/05/2017 Telephone: 303-692-3213 Date Made Active in Reports: 11/08/2017 Last EDR Contact: 12/01/2017 Number of Days to Update: 64 Next Scheduled EDR Contact: 03/19/2018 Data Release Frequency: Varies TC5127404.2s Page GR -20 GOVERNMENT RECORDS SEARCHED 1 DATA CURRENCY TRACKING ASBESTOS: Asbestos Abatement & Demolition Projects Asbestos abatement and demolition projects by the contractor. Date of Government Version: 03/31/2017 Source: Department of Public Health & Environment Date Data Arrived at EDR: 05/09/2017 Telephone: 303-692-3100 Date Made Active in Reports: 09/07/2017 Last EDR Contact: 11/10/2017 Number of Days to Update: 121 Next Scheduled EDR Contact: 02/19/2018 Data Release Frequency: Semi -Annually METHANE SITE: Methane Site Investigations - Jefferson County 1980 The objectives of the study are to define as closely as possible the boundaries of methane producing solid waste landfills. Date of Government Version: 12/31/1980 Source: Jefferson County Health Department Date Data Arrived at EDR: 02/13/1995 Telephone: 303-239-7175 Date Made Active in Reports: 04/04/1995 Last EDR Contact: 01/27/1995 Number of Days to Update: 50 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned METHANE INVESTIGATION: Methane Gas & Swamp Findings The primary objective of this study was to assess methane gas related hazards at selected landfill sites in Colorado. These sites were selected by the Colorado Department of Health following evaluation of responses received from County and Municipal agencies about completed and existing landfills within their jurisdiction. Date of Government Version: 03/15/1979 Source: Department of Health Date Data Arrived at EDR: 02/13/1995 Telephone: 303-640-3335 Date Made Active in Reports: 04/04/1995 Last EDR Contact: 01/27/1995 Number of Days to Update: 50 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned DRYCLEANERS: Drycleaner Facilities A listing of drycleaning facilities. Date of Government Version: 09/01/2017 Source: Department of Public Health & Environment Date Data Arrived at EDR: 09/05/2017 Telephone: 303-692-3213 Date Made Active in Reports: 11/08/2017 Last EDR Contact: 12/01/2017 Number of Days to Update: 64 Next Scheduled EDR Contact: 03/19/2018 Data Release Frequency: Varies Financial Assurance 1: Financial Assurance Information Listing A listing of financial assurance information for hazardous waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post -closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 09/22/2017 Source: Department of Public Health & Environment Date Data Arrived at EDR: 09/22/2017 Telephone: 303-692-3350 Date Made Active in Reports: 11/08/2017 Last EDR Contact: 09/21/2017 Number of Days to Update: 47 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Varies Financial Assurance 2: Financial Assurance Information Listing A listing of financial assurance information for solid waste facilities. Financial assurance is intended to ensure that resources are available to pay for the cost of closure, post -closure care, and corrective measures if the owner or operator of a regulated facility is unable or unwilling to pay. Date of Government Version: 09/13/2017 Source: Department of Public Health & Environment Date Data Arrived at EDR: 09/22/2017 Telephone: 303-392-3350 Date Made Active in Reports: 11/08/2017 Last EDR Contact: 09/21/2017 Number of Days to Update: 47 Next Scheduled EDR Contact: 01/15/2018 Data Release Frequency: Quarterly TC5127404.2s Page GR -21 GOVERNMENT RECORDS SEARCHED / DATA CURRENCY TRACKING MINES: Permitted Mines Listing This dataset represents permitted mines in the State of Colorado Date of Government Version: 09/05/2017 Source: Division of Reclamation Mining and safety Date Data Arrived at EDR: 09/21/2017 Telephone: 303-866-3567 Date Made Active in Reports: 11/28/2017 Last EDR Contact: 10/20/2017 Number of Days to Update: 68 Next Scheduled EDR Contact: 01/29/2018 Data Release Frequency: Semi -Annually NPDES: Permitted Facility Listing A listing of permitted facilities from the Water Quality Control Division. Date of Government Version: 10/26/2017 Source: Department of Public Health & Environment Date Data Arrived at EDR: 10/27/2017 Telephone: 303-692-3611 Date Made Active in Reports: 11/10/2017 Last EDR Contact: 10/25/2017 Number of Days to Update: 14 Next Scheduled EDR Contact: 02/12/2018 Data Release Frequency: Varies UMTRA: Uranium Mill Tailings Sites There were nine uranium mill tailings sites in Colorado designated for cleanup under the federal Uranium Mill Tailings Radiation Control Act. These nine sites, know commonly as UMTRA sites, were remediated jointly by the State of Colorado and the U.S. Department of Energy during the late 1980's and early 1990's. Mill tailings were removed from 8 of the mill sites and relocated in engineered disposal cells. A disposal cell is designed to encapsulate the material, reduce radon emanation, and prevent the movement of water through the material. At one site, Maybell, CO, the tailings were stabilized in-place at the mill site. After remediation of the tailings was completed, the State and DOE began to investigate the residual impacts to groundwater at the mill sites. The groundwater phase of the UMTRA program is on-going. Date of Government Version: 11/23/2004 Source: Department of Public Health & Environment Date Data Arrived at EDR: 03/21/2007 Telephone: 970-248-7164 Date Made Active in Reports: 05/02/2007 Last EDR Contact: 11/20/2017 Number of Days to Update: 42 Next Scheduled EDR Contact: 03/05/2018 Data Release Frequency: Varies EDR HIGH RISK HISTORICAL RECORDS EDR Exclusive Records EDR MGP: EDR Proprietary Manufactured Gas Plants The EDR Proprietary Manufactured Gas Plant Database includes records of coal gas plants (manufactured gas plants) compiled by EDR's researchers. Manufactured gas sites were used in the United States from the 1800's to 1950's to produce a gas that could be distributed and used as fuel. These plants used whale oil, rosin, coal, or a mixture of coal, oil, and water that also produced a significant amount of waste. Many of the byproducts of the gas production, such as coal tar (oily waste containing volatile and non-volatile chemicals), sludges, oils and other compounds are potentially hazardous to human health and the environment. The byproduct from this process was frequently disposed of directly at the plant site and can remain or spread slowly, serving as a continuous source of soil and groundwater contamination. Date of Government Version: N/A Source: EDR, Inc. Date Data Arrived at EDR: N/A Telephone: N/A Date Made Active in Reports: N/A Last EDR Contact: N/A Number of Days to Update: NIA Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned EDR Hist Auto: EDR Exclusive Historical Auto Stations EDR has searched selected national collections of business directories and has collected listings of potential gas station/filling station/service station sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include gas station/filling station/service station establishments. The categories reviewed included, but were not limited to gas, gas station, gasoline station, filling station, auto, automobile repair, auto service station, service station, etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. TC5127404.2s Page GR -22 GOVERNMENT RECORDS SEARCHED f DATA CURRENCY TRACKING Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR Hist Cleaner: EDR Exclusive Historical Cleaners EDR has searched selected national collections of business directories and has collected listings of potential dry cleaner sites that were available to EDR researchers. EDR's review was limited to those categories of sources that might, in EDR's opinion, include dry cleaning establishments. The categories reviewed included, but were not limited to dry cleaners, cleaners, laundry, laundromat, cleaning/laundry, wash & dry etc. This database falls within a category of information EDR classifies as "High Risk Historical Records", or HRHR. EDR's HRHR effort presents unique and sometimes proprietary data about past sites and operations that typically create environmental concerns, but may not show up in current government records searches. Date of Government Version: N/A Date Data Arrived at EDR: N/A Date Made Active in Reports: N/A Number of Days to Update: N/A Source: EDR, Inc. Telephone: N/A Last EDR Contact: N/A Next Scheduled EDR Contact: N/A Data Release Frequency: Varies EDR RECOVERED GOVERNMENT ARCHIVES Exclusive Recovered Govt. Archives RGA LF: Recovered Government Archive Solid Waste Facilities List The EDR Recovered Government Archive Landfill database provides a list of landfills derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Public Health & Environment in Colorado. Date of Government Version: N/A Source: Department of Public Health & Environment Date Data Arrived at EDR: 07/01/2013 Telephone: N/A Date Made Active in Reports: 01/15/2014 Last EDR Contact: 06/01/2012 Number of Days to Update: 198 Next Scheduled EDR Contact: NIA Data Release Frequency: Varies RGA LUST: Recovered Government Archive Leaking Underground Storage Tank The EDR Recovered Government Archive Leaking Underground Storage Tank database provides a list of LUST incidents derived from historical databases and includes many records that no longer appear in current government lists. Compiled from Records formerly available from the Department of Labor and Employment, Oil Inspection Section in Colorado. Date of Government Version: N/A Source: Department of Labor and Employment, Oil Inspection Section Date Data Arrived at EDR: 07/01/2013 Telephone: N/A Date Made Active in Reports: 01/02/2014 Last EDR Contact: 06/01/2012 Number of Days to Update: 185 Next Scheduled EDR Contact: N/A Data Release Frequency: Varies COUNTY RECORDS ADAMS COUNTY: Summary Report on Methane Gas Hazards and Surveys Conducted on Domestic and Demolition Landfills in Adams County As of May 8, 1978, all known landfills or dumping sites in the Adams County area have been surveyed. Date of Government Version: 05/08/1978 Date Data Arrived at EDR: 02/16/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 47 ARAPAHOE COUNTY: Source: Tri -County Health Department Telephone: 303-761-1340 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TC5127404.2s Page GR -23 GOVERNMENT RECORDS SEARCHED I DATA CURRENCY TRACKING 1 A Survey of Landfills in Arapahoe County A survey of Arapahoe County was conducted from August through November, 1977, of all open and closed landfills and dumpsites in the county. Each of the sites found was classified as domestic or demolition. Date of Government Version: 12/31/1978 Date Data Arrived at EDR: 02/16/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 47 BOULDER COUNTY: Old Landfill Sites Landfill sites in Boulder county. Date of Government Version: 05/01/1986 Date Data Arrived at EDR: 11/14/1995 Date Made Active in Reports: 12/07/1995 Number of Days to Update: 23 DENVER COUNTY: Landfills in Denver County Landfill sites in the city and county of Denver. Date of Government Version: 06/23/2017 Date Data Arrived at EDR: 06/23/2017 Date Made Active in Reports: 09/06/2017 Number of Days to Update: 75 Source: Tri -County Health Department Telephone: 303-761-1340 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Source: Boulder County Health Department Telephone: 303-441-1182 Last EDR Contact: 01/30/1998 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Source: City and County of Denver Telephone: 720-913-4839 Last EDR Contact: 09/18/2017 Next Scheduled EDR Contact: 01/01/2018 Data Release Frequency: No Update Planned Investigation of Methane Gas Hazards The purpose of this study was to assess the actual and potential generation, migration, explosive and related problem associated with specified old landfills, and to identify existing and potential problems, suggested strategies to prevent, abate, and control such problems and recommend investigative and monitoring functions as may be deemed necessary. Eight sites determined to be priorities due to population density and potential hazards to population and property were selected by the Colorado Department of Health. Date of Government Version: 01/01/1981 Date Data Arrived at EDR: 01/2912013 Date Made Active in Reports: 03/08/2013 Number of Days to Update: 38 DOUGLAS COUNTY: Douglas County Landfill Key Landfill sites in Douglas county. Date of Government Version: 06/12/1991 Date Data Arrived at EDR: 02/16/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 47 PUEBLO COUNTY - Source: City and County of Denver Department of Environmental Health Telephone: 720-865-5522 Last EDR Contact: 01/15/2013 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Source: Tri -County Health Department Telephone: 303-761-1340 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned TC5127404.2s Page GR -24 GOVERNMENT RECORDS SEARCHED f DATA CURRENCY TRACKING Designated Disposal & Landfill Sites Only inert materials. Asphalt, cement, dirt & rock unless otherwise specified. These sites are no longer active. Date of Government Version: 04/30/1990 Date Data Arrived at EDR: 11/16/1995 Date Made Active in Reports: 12/07/1995 Number of Days to Update: 21 TRI COUNTY: Source: Pueblo City -County Health Department Telephone: 719-583-4300 Last EDR Contact: 11/13/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Tri -County Area Solid Waste Facilities List (Adams, Arapahoe and Douglas Counties) Closed Domestic Landfills in Adams County, Closed Domestic Landfills in Arapahoe County, Closed Demolition Landfills in Arapahoe County, Closed Domestic Landfills in Douglas County. Date of Government Version: 10/15/1983 Date Data Arrived at EDR: 02/16/1995 Date Made Active in Reports: 04/04/1995 Number of Days to Update: 47 WELD COUNTY: Solid Waste Facilities in Weld County Solid Waste Facilities in Weld County. Date of Government Version: 04/23/2017 Date Data Arrived at EDR: 08/15/2017 Date Made Active in Reports: 09/06/2017 Number of Days to Update: 22 OTHER DATABASEIS) Source: Tri -County Health Department Telephone: 303-761-1340 Last EDR Contact: 01/27/1995 Next Scheduled EDR Contact: N/A Data Release Frequency: No Update Planned Source: Weld County Department of Public Health Telephone: 970-304-6415 Last EDR Contact: 11/10/2017 Next Scheduled EDR Contact: 02/19/2018 Data Release Frequency: No Update Planned Depending on the geographic area covered by this report, the data provided in these specialty databases may or may not be complete. For example, the existence of wetlands information data in a specific report does not mean that all wetlands in the area covered by the report are included. Moreover, the absence of any reported wetlands information does not necessarily mean that wetlands do not exist in the area covered by the report. CT MANIFEST: Hazardous Waste Manifest Data Facility and manifest data. Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a tsd facility. Date of Government Version: 07/28/2017 Source: Department of Energy & Environmental Protection Date Data Arrived at EDR: 08/18/2017 Telephone: 860-424-3375 Date Made Active in Reports: 11/14/2017 Last EDR Contact: 11/14/2017 Number of Days to Update: 88 Next Scheduled EDR Contact: 02/26/2018 Data Release Frequency: No Update Planned NY MANIFEST: Facility and Manifest Data Manifest is a document that lists and tracks hazardous waste from the generator through transporters to a TSD facility. Date of Government Version: 10/01/2017 Source: Department of Environmental Conservation Date Data Arrived at EDR: 11/01/2017 Telephone: 518-402-8651 Date Made Active in Reports: 11/13/2017 Last EDR Contact: 11/01/2017 Number of Days to Update: 12 Next Scheduled EDR Contact: 02/12/2018 Data Release Frequency: Quarterly TC5127404.2s Page GR -25 GOVERNMENT RECORDS SEARCHED f DATA CURRENCY TRACKING PA MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Source: Department of Environmental Protection Date Data Arrived at EDR: 07/25/2017 Telephone: 717-783-8990 Date Made Active in Reports: 09/25/2017 Last EDR Contact: 10/16/2017 Number of Days to Update: 62 Next Scheduled EDR Contact: 01/29/2018 Data Release Frequency: Annually WI MANIFEST: Manifest Information Hazardous waste manifest information. Date of Government Version: 12/31/2016 Date Data Arrived at EDR: 04/13/2017 Date Made Active in Reports: 07/14/2017 Number of Days to Update: 92 Source: Department of Natural Resources Telephone: NIA Last EDR Contact: 09/11/2017 Next Scheduled EDR Contact: 12/25/2017 Data Release Frequency: Annually Oil/Gas Pipelines Source: PennWell Corporation Petroleum Bundle (Crude Oil, Refined Products, Petrochemicals, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)) N = Natural Gas Bundle (Natural Gas, Gas Liquids (LPG/NGL), and Specialty Gases (Miscellaneous)). This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Electric Power Transmission Line Data Source: PennWell Corporation This map includes information copyrighted by PennWell Corporation. This information is provided on a best effort basis and PennWell Corporation does not guarantee its accuracy nor warrant its fitness for any particular purpose. Such information has been reprinted with the permission of PennWell. Sensitive Receptors: There are individuals deemed sensitive receptors due to their fragile immune systems and special sensitivity to environmental discharges. These sensitive receptors typically include the elderly, the sick, and children. While the location of all sensitive receptors cannot be determined, EDR indicates those buildings and facilities - schools, daycares, hospitals, medical centers, and nursing homes - where individuals who are sensitive receptors are likely to be located. AHA Hospitals: Source: American Hospital Association, Inc. Telephone: 312-280-5991 The database includes a listing of hospitals based on the American Hospital Association's annual survey of hospitals. Medical Centers: Provider of Services Listing Source: Centers for Medicare & Medicaid Services Telephone: 410-786-3000 A listing of hospitals with Medicare provider number, produced by Centers of Medicare & Medicaid Services, a federal agency within the U.S. Department of Health and Human Services. Nursing Homes Source: National Institutes of Health Telephone: 301-594-6248 Information on Medicare and Medicaid certified nursing homes in the United States. Public Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics' primary database on elementary and secondary public education in the United States. It is a comprehensive, annual, national statistical database of all public elementary and secondary schools and school districts, which contains data that are comparable across all states. Private Schools Source: National Center for Education Statistics Telephone: 202-502-7300 The National Center for Education Statistics' primary database on private school locations in the United States. TC5127404.2s Page GR -26 GOVERNMENT RECORDS SEARCHED !DATA CURRENCY TRACKING Daycare Centers: Daycare Listing Source: Department of Human Services Telephone: 303-866-5958 Flood Zone Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100 -year and 500 -year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Riparian Vegetation Data Source: Division of Wildlife Telephone: 970-416-3360 Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC5127404.2s Page GR -27 GEOCHECKS- PHYSICAL SETTING SOURCE ADDENDUM TARGET PROPERTY ADDRESS SCHAL INVESTMENTS 5372 QUAIL ST WHEAT RIDGE, CO 80033 TARGET PROPERTY COORDINATES Latitude (North): Longitude (West): Universal Tranverse Mercator: UTM X (Meters): UTM Y (Meters): Elevation: USGS TOPOGRAPHIC MAP Target Property Map: Version Date: West Map: Version Date: 39.793788 - 39" 47' 37.64" 105.122947 - 105° 7' 22.61" Zone 13 489473.5 4404667.5 5471 ft. above sea level 5958882 ARVADA, CO 2013 5959436 GOLDEN, CO 2013 EDR's GeoCheck Physical Setting Source Addendum is provided to assist the environmental professional in forming an opinion about the impact of potential contaminant migration. Assessment of the impact of contaminant migration generally has two principal investigative components: 1. Groundwater flow direction, and 2. Groundwater flow velocity. Groundwater flow direction may be impacted by surface topography, hydrology, hydrogeology, characteristics of the soil, and nearby wells. Groundwater flow velocity is generally impacted by the nature of the geologic strata. TC5127404.2s Page A-1 GEOCHECKS - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW DIRECTION INFORMATION Groundwater flow direction for a particular site is best determined by a qualified environmental professional using site-specific well data. If such data is not reasonably ascertainable, it may be necessary to rely on other sources of information, such as surface topographic information, hydrologic information, hydrogeologic data collected on nearby properties, and regional groundwater flow information (from deep aquifers). TOPOGRAPHIC INFORMATION Surface topography may be indicative of the direction of surficial groundwater flow. This information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. TARGET PROPERTY TOPOGRAPHY General Topographic Gradient: General ENE SURROUNDING TOPOGRAPHY: ELEVATION PROFILES c 0 w_._._• _._. N W W rwp mO W fa North TP South O t W N M 9 N l9 J N A ip G 00 A � w. _ . _. _ . _ . _. _ . _. _. _ _ _�. _ West I East TP 0 Target Property Elevation: 5471 ft. 1/2 1 Miles Source: Topography has been determined from the USGS 7.5' Digital Elevation Model and should be evaluated on a relative (not an absolute) basis. Relative elevation information between sites of close proximity should be field verified. TC5127404.2s Page A-2 GEOCHECKO - PHYSICAL SETTING SOURCE SUMMARY HYDROLOGIC INFORMATION Surface water can act as a hydrologic barrier to groundwater flow. Such hydrologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. Refer to the Physical Setting Source Map following this summary for hydrologic information (major waterways and bodies of water). FEMA FLOOD ZONE Flood Plain Panel at Target Pro rt 08059CO211F Additional Panels in search area: 08059CO192F 08059CO194F 08059CO213F NATIONAL WETLAND INVENTORY NWI Quad at Target Propertv ARVADA HYDROGEOLOGIC INFORMATION FEMA Source Type FEMA FIRM Flood data FEMA Source Type FEMA FIRM Flood data FEMA FIRM Flood data FEMA FIRM Flood data NWI Electronic Data Coverage YES - refer to the Overview Map and Detail Map Hydrogeologic information obtained by installation of wells on a specific site can often be an indicator of groundwater flow direction in the immediate area. Such hydrogeologic information can be used to assist the environmental professional in forming an opinion about the impact of nearby contaminated properties or, should contamination exist on the target property, what downgradient sites might be impacted. AQUIFLOW® Search Radius: 1.000 Mile. EDR has developed the AQUIFLOW Information System to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted by environmental professionals to regulatory authorities at select sites and has extracted the date of the report, groundwater flow direction as determined hydrogeologically, and the depth to water table. LOCATION GENERAL DIRECTION MAP ID FROM TP GROUNDWATER FLOW BA272 1/2 - 1 Mile WNW S 1G 1/2 - 1 Mile WNW S For additional site information, refer to Physical Setting Source Map Findings. TC5127404.2s Page A-3 GEOCHECKO - PHYSICAL SETTING SOURCE SUMMARY GROUNDWATER FLOW VELOCITY INFORMATION Groundwater flow velocity information for a particular site is best determined by a qualified environmental professional using site specific geologic and soil strata data. If such data are not reasonably ascertainable, it may be necessary to rely on other sources of information, including geologic age identification, rock stratigraphic unit and soil characteristics data collected on nearby properties and regional soil information. In general, contaminant plumes move more quickly through sandy -gravelly types of soils than silty -clayey types of soils. GEOLOGIC INFORMATION IN GENERAL AREA OF TARGET PROPERTY Geologic information can be used by the environmental professional in forming an opinion about the relative speed at which contaminant migration may be occurring. ROCK STRATIGRAPHIC UNIT GEOLOGIC AGE IDENTIFICATION Era: Mesozoic Category: Stratified Sequence System: Cretaceous Series: Navarro Group Code: uK4 (decoded above as Era, System & Series) Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - a digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). TC5127404.2s Page A-4 SSURGO SOIL MAP - 5127404.2s * Target Property N SSURGO Soil N Water SITE NAME: SCHAL Investments ADDRESS: 5372 Quail St Wheat Ridge CO 80033 LAT/LONG: 39.793788 / 105.122947 CLIENT: RMG Engineers CONTACT: Michael Anderson INQUIRY #: 5127404.2s DATE: December 04, 2017 5:58 pm Copyright a 2017 EDR, Inc. 0 2015 TomTom Rel. 2015. GEOCHECW - PHYSICAL SETTING SOURCE SUMMARY DOMINANT SOIL COMPOSITION IN GENERAL AREA OF TARGET PROPERTY The U.S. Department of Agriculture's (USDA) Soil Conservation Service (SCS) leads the National Cooperative Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. The following information is based on Soil Conservation Service SSURGO data. Soil Map ID: 1 Soil Component Name Soil Surface Texture: Hydrologic Group: Nunn clay loam Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Boundary Classification Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil 1 0 inches 5 inches clay loam Silt -Clay FINE-GRAINED Materials (more SOILS, Silts and than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), Lean Clay Soils. 2 5 inches 29 inches clay Silt -Clay FINE-GRAINED Materials (more SOILS, Silts and than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), Lean Clay Soils. 3 29 inches 59 inches clay loam Silt -Clay FINE-GRAINED Materials (more SOILS, Silts and than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), Lean Clay. Soils. FINE-GRAINED SOILS, Silts and Clays (liquid limit less than hydraulic conductivity Soil Reaction micro m/sec (pH) Max: 4.23 Max: 7.3 Min: 1.41 Min: 6.1 Max: 1.41 Max: 7.8 Min: 0.42 1 Min: 6.1 Max: 14.11 Max: 8.4 Min: 0.42 1 Min: 7.4 TC5127404.2s Page A-6 GEOCHECKb - PHYSICAL SETTING SOURCE SUMMARY Soil Map ID: 2 Soil Component Name: Nunn Soil Surface Texture: clay loam Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 5 inches clay loam Silt -Clay FINE-GRAINED Max: 4.23 Max: 7.3 Materials (more SOILS, Silts and Min: 1.41 Min: 6.1 than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), Lean Clay Soils. 2 5 inches 29 inches clay Silt -Clay FINE-GRAINED Max: 1.41 Max: 7.8 Materials (more SOILS, Silts and Min: 0.42 Min: 6.1 than 35 pct. Clays (liquid I passing No. limit less than 200), Clayey 50%), Lean Clay Soils. 3 29 inches 59 inches clay loam Silt -Clay FINE-GRAINED Max: 14.11 Max: 8.4 Materials (more SOILS, Silts and Min: 0.42 Min: 7.4 than 35 pct. Clays (liquid passing No. limit less than 200), Silty 50%), Lean Clay Soils. Soil Map ID: 3 Soil Component Name: Soil Surface Texture: Hydrologic Group: Soil Drainage Class: Leyden cobbly clay loam Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Well drained TC5127404.2s Page A-7 - GEOCHECK@ - PHYSICAL SETTING SOURCE SUMMARY Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: Moderate Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches Soil Layer Information Denver Boundary clay loam Classification Saturated _ _ hydraulic ' conductivity Soil Texture Classl AASHTO Group Unified Soil tc Soil Reaction Layer Upper Lower Well drained (micro m/sec cobbly clay Silt -Clay FINE-GRAINED Max: 4.23 (pH) 1 0 inches 3 inches Max: 7.3 loam Materials (more SOILS, Silts and Min: 1.41 Min: 6.6 than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), Lean Clay Soils. 2 3 inches Winches gravelly clay Silt -Clay COARSE-GRAINED Max: 1.41 Max: 7.8 loam Materials (more SOILS, Gravels, Min: 0.42 Min: 6.6 than 35 pct. Gravels with passing No. fines, Clayey 200), Clayey Gravel Soils. 3 35 inches 38 inches weathered Not reported Not reported I Max: 14.11 I Max: Min: bedrock Min: 0.42 Soil Map ID: 4 Soil Component Name: Denver Soil Surface Texture: clay loam Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 0 inches TC5127404.2s Page A-8 GEOCHECKS - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Boundary Classification Saturated hydraulic Unified Soil conductivity Soil Reaction Layer Upper Lower Soil Texture Class AASHTO Group micro m/sec FINE-GRAINED Max: 4.23 (pH) Max: 7.8 1 0 inches 5 inches day loam Silt -Clay Materials (more SOILS, Silts and Min: 0.42 Min: 6.6 than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), Lean Clay Soils. 2 5 inches 29 inches silty clay Silt -Clay FINE-GRAINED Max: 1.41 Max: 8.4 Materials (more SOILS, Silts and Min: 0.42 Min: 6.6 than 35 pct. Clays (liquid passing No. limit 50% or 200), Clayey more), Fat Clay. Soils. FINE-GRAINED Max: 1.41 Max: 8.4 3 29 inches 59 inches silty clay Silt -Clay Materials (more SOILS, Silts and Min: 0.42 Min: 7.4 than 35 pct. Clays (liquid passing No. limit 50% or 200), Clayey more), Fat Clay. Soil Map ID: 5 Soil Component Name: Lebsack, saline Soil Surface Texture: clay loam Hydrologic Group: Class C - Slow infiltration rates. Soils with layers impeding downward movement of water, or soils with moderately fine or fine textures. Soil Drainage Class: Moderately well drained Hydric Status: Not hydric Corrosion Potential - Uncoated Steel: High Depth to Bedrock Min: > 0 inches Depth to Watertable Min: > 168 inches TC5127404.2s Page A-9 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY Soil Layer Information Boundary Classification Saturated hydraulic Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil conductivity Soil Reaction micro m/sec (pH) 1 0 inches 5 inches clay loam Silt -Clay FINE-GRAINED Max: 1.41 Max: 8.4 Materials (more SOILS, Silts and Min: 0.42 Min: 7.4 than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), Lean Clay Soils. 2 5 inches 22 inches silty clay Silt -Clay FINE-GRAINED Max: 1.41 Max: 9 Min: Materials (more SOILS, Silts and Min: 0.42 7.9 than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), Lean Clay Soils. clay Silt -Clay 3 22 inches 59 inches FINE-GRAINED Max: 1.41 Max: 9 Min: Materials (more i SOILS, Silts and Min: 0.42 7.9 than 35 pct. Clays (liquid passing No. limit less than 200), Clayey 50%), Lean Clay Soils. LOCAL / REGIONAL WATER AGENCY RECORDS EDR Local/Regional Water Agency records provide water well information to assist the environmental professional in assessing sources that may impact ground water flow direction, and in forming an opinion about the impact of contaminant migration on nearby drinking water wells. WELL SEARCH DISTANCE INFORMATION DATABASE SEARCH DISTANCE (miles! Federal USGS 1.000 Federal FRDS PWS Nearest PWS within 0.001 miles State Database 1.000 FEDERAL USGS WELL INFORMATION MAP ID WELL ID 18 USGS40000212031 46 USGS40000212113 X80 USGS40000212094 X94 USGS40000212093 AG140 USGS40000211957 LOCATION FROM TP 1/4 - 1/2 Mile West 1/2 - 1 Mile NNE 1/2 - 1 Mile ENE 1/2 - 1 Mile ENE 1/2 - 1 Mile SSW TC5127404.2s Page A-10 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY FEDERAL USGS WELL INFORMATION LOCATION MAP ID WELL ID FROM TP AK163 USGS40000212095 1/2 - 1 Mile WNW 212 USGS40000211990 1/2 - 1 Mile WSW 244 USGS40000211931 1/2 - 1 Mile South FEDERAL FRDS PUBLIC WATER SUPPLY SYSTEM INFORMATION LOCATION MAP ID WELL ID FROM TP No PWS System Found Note: PWS System location is not always the same as well location. STATE DATABASE WELL INFORMATION TC5127404.2s Page A-11 LOCATION MAP ID WELL ID FROM TP Al C06000000069242 0 - 1/8 Mile SW A2 C06000000031296 0 - 1/8 Mile SW B3 C06000000069358 0 - 1/8 Mile SE B4 C06000000070455 0 - 1/8 Mile SE B5 C06000000238785 0 - 1/8 Mile SE C6 C06000000396838 1/8 -1/4 Mile South D7 C06000000067766 1/8 -1/4 Mile WSW D8 C06000000068960 1/8 -1/4 Mile WSW D9 C06000000072462 118 -1/4 Mile WSW C10 C06000000073866 1/8 -1/4 Mile South 11 C06000000226333 1/8 -1/4 Mile NW E12 C06000000025191 1/4 -1/2 Mile ESE 13 C06000000459516 1/4 -1/2 Mile North F14 C06000000070512 1/4 -1/2 Mile SSE G15 C06000000072067 1/4 -1/2 Mile ESE G16 C06000000219960 1/4 - 112 Mile ESE F17 C06000000075939 1/4 -1/2 Mile SSE E19 C06000000075374 1/4 - 1/2 Mile ESE F20 C06000000209643 1/4 - 1/2 Mile SSE F21 C06000000342964 1/4 - 1/2 Mile SSE F22 C06000000342963 1/4 - 1/2 Mile SSE H23 C06000000074581 1/4 - 1/2 Mile SW H24 C06000000074404 1/4 - 1/2 Mile SW 125 C06000000383451 1/4 - 1/2 Mile SE J26 C06000000483891 1/4 - 1/2 Mile NW 127 C06000000219905 1/4 - 1/2 Mile SE J28 C06000000073598 1/4 - 1/2 Mile NW 29 C06000000383449 112-1 Mile ESE K30 C06000000041110 1/2-1 Mile South K31 C06000000041111 1/2 - 1 Mile South 32 C06000000459515 1/2 - 1 Mile NE L33 C06000000196001 1/2 - 1 Mile NW M34 C06000000253554 1/2 - 1 Mile SW M35 C06000000069370 1/2 - 1 Mile SW TC5127404.2s Page A-11 GEOCHECK® - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION TC5127404.2s Page A-12 LOCATION MAP ID WELL ID FROM TP M36 C06000000067791 1/2 -1 Mile SW M37 C06000000067733 1/2 - 1 Mile SW M38 C06000000070233 1/2 - 1 Mile SW M39 C06000000073345 1/2 - 1 Mile SW M40 C06000000072815 1/2 - 1 Mile SW M41 C06000000071271 1/2 - 1 Mile SW M42 C06000000265676 1/2 - 1 Mile SW 43 C06000000206826 1/2-1 Mile SE N44 C06000000068335 1/2-1 Mile NE N45 C06000000068897 1/2-1 Mile NE L47 C06000000073891 1/2 - 1 Mile NW 048 C06000000068894 1/2-1 Mile South 049 C06000000069385 1/2 - 1 Mile South P50 C06000000278118 1/2 - 1 Mile SSW 51 C06000000026093 1/2 - 1 Mile SW Q52 C06000000067847 1/2 - 1 Mile SSW Q53 C06000000069115 1/2 - 1 Mile SSW Q54 C06000000070742 1/2-1 Mile SSW R55 C06000000073217 1/2-1 Mile NW P56 C06000000194159 1/2 - 1 Mile SW 57 C06000000076338 1/2 - 1 Mile NNW S58 C06000000383450 1/2 - 1 Mile SE T59 C06000000273374 1/2-1 Mile West S60 C06000000299608 1/2-1 Mile SE R61 C06000000008975 1/2 - 1 Mile NW 62 C06000000075694 1/2 - 1 Mile NE 63 C06000000242606 1/2 - 1 Mile ESE T64 C06000000068858 1/2 - 1 Mile West T65 C06000000068855 112 - 1 Mile West T66 C06000000072714 1/2-1 Mile West T67 C06000000070143 1/2-1 Mile West 68 C06000000299609 1/2-1 Mile SE U69 C06000000077402 1/2 - 1 Mile WSW U70 C06000000196585 1/2 - 1 Mile WSW V71 C06000000067741 1/2-1 Mile North V72 C06000000067702 1/2-1 Mile North V73 C06000000068282 1/2-1 Mile North V74 C06000000071738 1/2-1 Mile North V75 C06000000068300 1/2-1 Mile North 76 C06000000483174 1/2 - 1 Mile NNW 77 C06000000070469 1/2 - 1 Mile SW W78 C06000000070654 1/2 - 1 Mile SSW 79 C06000000262795 1/2 - 1 Mile SSE 81 C06000000277044 112 - 1 Mile NW 82 C06000000422373 1/2-1 Mile South Y83 C06000000245469 1/2 - 1 Mile WSW Y84 C06000000232898 1/2 - 1 Mile WSW Y85 C06000000068542 1/2 - 1 Mile WSW Y86 C06000000233912 1/2 - 1 Mile WSW Y87 C06000000236211 1/2 - 1 Mile WSW Y88 C06000000235155 1/2 - 1 Mile WSW Y89 C06000000242472 1/2 - 1 Mile WSW TC5127404.2s Page A-12 GEOCHECK® • PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION TC5127404.2s Page A-13 LOCATION MAP ID WELL ID FROM TP Z90 006000000450849 1/2-1 Mile South Z91 C06000000452493 1/2-1 Mile South W92 C06000000070504 1/2 - 1 Mile SSW 93 C06000000267059 1/2-1 Mile SW AA95 C06000000068063 1/2-1 Mile NNE AA96 C06000000068152 1/2-1 Mile NNE AA97 C06000000067890 1/2-1 Mile NNE AA98 006000000067995 1/2-1 Mile NNE AA99 C06000000070153 1/2-1 Mile NNE AA100 C06000000070154 1/2-1 Mile NNE AA101 C06000000068186 1/2-1 Mile NNE AA102 C06000000070142 1/2-1 Mile NNE AB103 C06000000471454 1/2 - 1 Mile WSW 104 006000000073114 1/2-1 Mile ENE Y105 C06000000471455 1/2 - 1 Mile WSW Y106 C06000000471456 1/2 - 1 Mile WSW AB107 C06000000444197 1/2 - 1 Mile WSW AC108 C06000000309732 1/2-1 Mile SSE AC109 C06000000309733 1/2-1 Mile SSE AB110 C06000000444199 1/2 - 1 Mile WSW AB111 006000000471450 1/2 - 1 Mile WSW A131 12 C06000000444196 1/2 - 1 Mile WSW AB113 C06000000471453 1/2 - 1 Mile WSW X114 C06000000349288 1/2-1 Mile ENE AD115 C06000000218242 1/2 - 1 Mile WNW AD116 C06000000247743 1/2 - 1 Mile WNW AD117 C06000000247833 1/2 - 1 Mile WNW AE118 C06000000069598 1/2 - 1 Mile NNW AE119 C06000000070884 1/2 - 1 Mile NNW AE120 C06000000484451 1/2 - 1 Mile NNW AB121 C06000000471451 1/2 - 1 Mile WSW AB122 006000000444198 1/2 -11 Mile WSW AB123 C06000000471457 1/2 - 1 Mile WSW AB124 C06000000444194 1/2 - 1 Mile WSW AB125 C06000000444195 1/2 - 1 Mile WSW AF126 C06000000215682 112 - 1 Mile SE AF127 C06000000215276 1/2 - 1 Mile SE AF128 C06000000210943 1/2 - 1 Mile SE AF129 C06000000219875 1/2 - 1 Mile SE AF130 C06000000483306 1/2 - 1 Mile SE AF131 C06000000242605 1/2-1 Mile SE AF132 C06000000231100 1/2-1 Mile SE AB133 C06000000471458 1/2 - 1 Mile WSW AB134 C06000000471459 1/2 - 1 Mile WSW AG135 C06000000196243 1/2 -1 Mile SSW AB136 C06000000471449 1/2-1 Mile WSW AH137 C06000000076283 1/2-1 Mile NW AH138 C06000000262492 1/2-1 Mile NW AB139 C06000000471452 1/2 - 1 Mile WSW Al 141 C06000000069315 1/2-1 Mile South Al 142 C06000000069712 1/2-1 Mile South Al 143 C06000000068907 1/2-1 Mile South TC5127404.2s Page A-13 GEOCHECKO - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION TC5127404.2s Page A-14 LOCATION MAP ID WELL ID FROM TP A1144 006000000069276 1/2 - 1 Mile South A1145 C06000000070971 1/2-1 Mile South A1146 C06000000073183 1/2-1 Mile South A1147 C06000000069725 1/2-1 Mile South A1148 C06000000070640 1/2 - 1 Mile South AJ149 C06000000030449 1/2 - 1 Mile SSE AK150 C06000000075105 1/2 - 1 Mile WNW AL151 C06000000186860 1/2 - 1 Mile NNE AL152 C06000000188149 1/2 - 1 Mile NNE 153 C06000000277045 1/2 - 1 Mile NW AM154 C06000000070754 1/2-1 Mile East AM155 C06000000311061 1/2-1 Mile East AN156 C06000000068882 1/2 - 1 Mile SSW AN157 C06000000068211 1/2 - 1 Mile SSW AN158 C06000000067453 112 - 1 Mile SSW AN159 006000000070933 112-1 Mile SSW AN160 C06000000070621 1/2-1 Mile SSW AN161 C06000000070040 1/2-1 Mile SSW A0162 C06000000073913 1/2-1 Mile SW AP164 C06000000349287 1/2-1 Mile NE AP165 C06000000391441 1/2 - 1 Mile NE AQ166 C06000000071293 1/2 - 1 Mile ENE AQ167 C06000000071303 1/2 - 1 Mile ENE AR168 C06000000077619 1/2 - 1 Mile SSE AR169 C06000000209359 1/2 - 1 Mile SSE AH170 C06000000010533 1/2-1 Mile NW AH171 C06000000245686 1/2-1 Mile NW AR172 C06000000341766 1/2 - 1 Mile SSE AS173 C06000000367370 1/2 - 1 Mile SE AJ174 C06000000453988 1/2-1 Mile SSE AJ175 C06000000453989 1/2-1 Mile SSE AS176 C06000000365692 1/2 - 1 Mile SE A0177 C06000000271511 1/2 - 1 Mile SSW AT178 C06000000003700 1/2-1 Mile SE AJ179 C06000000067773 1/2-1 Mile SSE AJ180 C06000000067919 1/2-1 Mile SSE AJ181 C06000000067469 112 - 1 Mile SSE AJ182 C06000000067611 1/2 - 1 Mile SSE AJ183 C06000000069107 1/2-1 Mile SSE AJ184 C06000000072718 1/2-1 Mile SSE AJ185 C06000000073328 1/2 - 1 Mile SSE AJ186 C06000000069275 1/2 - 1 Mile SSE AJ187 C06000000070839 1/2 - 1 Mile SSE AT188 C06000000003694 1/2 - 1 Mile SE AT189 C06000000003698 1/2-1 Mile SE AH190 C06000000010534 1/2 - 1 Mile NW AT191 C06000000003697 1/2 - 1 Mile SE AJ192 C06000000455114 1/2-1 Mile SSE AJ193 C06000000455115 1/2-1 Mile SSE AS194 C06000000003702 1/2-1 Mile SE AT195 C06000000365691 1/2-1 Mile SE AS196 C06000000416686 1/2 - 1 Mile SE TC5127404.2s Page A-14 GEOCHECKO - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION TC5127404.2s Page A-15 LOCATION MAP ID WELL ID FROM TP 197 C06000000071290 1/2-1 Mile ESE AS198 C06000000395782 1/2-1 Mile SE AS199 C06000000395783 1/2-1 Mile SE AR200 C06000000076104 1/2 -1 Mile SSE 201 C06000000068164 112-1 Mile NE AT202 C06000000365690 1/2 -1 Mile SE AT203 C06000000365689 1/2 -1 Mile SE AT204 C06000000003696 1/2 -1 Mile SE AU205 C06000000262884 112-1 Mile South AS206 C06000000367371 1/2 -1 Mile SE AU207 C06000000076447 1/2-1 Mile South AV208 C06000000491438 1/2 -1 Mile WSW AV209 C06000000494921 1/2 - 1 Mile WSW AS210 C06000000416685 1/2 -1 Mile SE AT211 C06000000367372 1/2 - 1 Mile SE AT213 C06000000003695 1/2 - 1 Mile SE AT214 C06000000003701 1/2 - 1 Mile SE AT215 C06000000416687 1/2 - 1 Mile SE AS216 C06000000003703 1/2 - 1 Mile SE AT217 C06000000416688 1/2 - 1 Mile SE 218 C06000000039742 1/2 - 1 Mile NNE 219 C06000000275666 1/2 - 1 Mile WNW AW220 C06000000454082 1/2 - 1 Mile SSW AW221 C06000000454083 1/2 - 1 Mile SSW AX222 C06000000367373 1/2 - 1 Mile SE AY223 C06000000067550 1/2 - 1 Mile West AY224 C06000000193950 1/2 - 1 Mile West AY225 C06000000231188 1/2 - 1 Mile West AZ226 C06000000068857 1/2 - 1 Mile SSW AZ227 C06000000068856 1/2 - 1 Mile SSW AZ228 006000000069296 1/2 - 1 Mile SSW AZ229 C06000000069108 1/2 - 1 Mile SSW AZ230 C06000000187341 1/2 - 1 Mile SSW AT231 C06000000003704 1/2 - 1 Mile SE BA232 C06000000335924 1/2 - 1 Mile NW BA233 C06000000335923 1/2 - 1 Mile NW BA234 C06000000335925 1/2 - 1 Mile NW BA235 C06000000335927 1/2 - 1 Mile NW BA236 C06000000335926 1/2 -1 Mile NW BB237 C06000000077637 1/2-1 Mile SE BA238 C06000000042370 1/2 -1 Mile NW AR239 C06000000073409 1/2 -1 Mile SSE BA240 C06000000042369 1/2 -1 Mile NW BA241 C06000000254826 112 -1 Mile NW 242 C06000000311062 1/2-1 Mile East 243 C06000000275665 112 -1 Mile WNW 245 C06000000070745 1/2 -1 Mile ENE BC246 C06000000392122 1/2 - 1 Mile SW BC247 C06000000392121 1/2 - 1 Mile SW BB248 C06000000077633 1/2-1 Mile SE 249 C06000000483068 1/2-1 Mile North AV250 C06000000368067 1/2 -1 Mile WSW TC5127404.2s Page A-15 GEOCHECW - PHYSICAL SETTING SOURCE SUMMARY STATE DATABASE WELL INFORMATION TC5127404.2s Page A-16 LOCATION MAP ID WELL ID FROM TP AV251 C06000000368066 1/2 - 1 Mile WSW BD252 C06000000072766 1/2 - 1 Mile SW BE253 C06000000279979 1/2-1 Mile SSE 254 C06000000066560 1/2 - 1 Mile NW BE255 C06000000075150 1/2-1 Mile SSE BE256 C06000000075445 1/2-1 Mile SSE BE257 C06000000258953 1/2-1 Mile SSE BF258 C06000000033217 1/2-1 Mile SSE BD259 C06000000072765 1/2 - 1 Mile SW AZ260 C06000000358501 1/2 - 1 Mile SSW BG261 C06000000380697 1/2 - 1 Mile SE BH262 C06000000205887 1/2 - 1 Mile East BH263 C06000000205888 112-1 Mile East BG264 C06000000380696 1/2-1 Mile SE AW265 C06000000374138 112 - 1 Mile SSW AW266 C06000000374139 1/2 - 1 Mile SSW BC267 C06000000023090 112 - 1 Mile SW BF268 C06000000033218 1/2-1 Mile SSE AV269 C06000000368071 1/2 - 1 Mile WSW 81270 C06000000368072 1/2-1 Mile WSW AU271 C06000000419795 1/2-1 Mile South BJ273 C06000000419796 1/2-1 Mile South B1274 C06000000214585 1/2 - 1 Mile WSW B1275 C06000000072660 1/2 - 1 Mile WSW B1276 C06000000223634 1/2 - 1 Mile WSW B1277 C06000000223309 1/2 - 1 Mile WSW B1278 C06000000194152 1/2 - 1 Mile WSW B1279 C06000000395869 1/2-1 Mile WSW BG280 C06000000077438 112-1 Mile SE B1281 C06000000395868 112 - 1 Mile WSW BJ282 C06000000419797 1/2-1 Mile South B1283 C06000000395867 1/2 - 1 Mile WSW AX284 C06000000374109 1/2 - 1 Mile SE BJ285 C06000000419798 112-1 Mile South BG286 006000000380695 1/2-1 Mile SE AX287 C06000000374119 1/2-1 Mile SE BG288 C06000000374110 1/2-1 Mile SE BJ289 C06000000023117 1/2-1 Mile South BJ290 C06000000023118 1/2-1 Mile South BG291 C06000000370586 1/2-1 Mile SE BG292 C06000000374118 1/2 - 1 Mile SE BG293 C06000000374117 1/2-1 Mile SE BG294 C06000000370583 1/2-1 Mile SE BG295 C06000000370589 1/2-1 Mile SE BG296 C06000000342901 1/2-1 Mile SE BG297 C06000000380694 1/2-1 Mile SE BG298 C06000000370584 1/2-1 Mile SE BG299 C06000000374116 1/2-1 Mile SE TC5127404.2s Page A-16 PHYSICAL SETTING SOURCE MAP - 5127404.2S f) - -V / 55 W 62' Ave- - 4 h ..- 4 . % L fV �.t- ._'halston Rd I Al County Boundary 0 114 112 1 Miles N Major Roads EMISSION N 5 _ Groundwater Flow Direction Earthquake epicenter, Richter 5 or greater G indeterminate Groundwater Flow at Location ® Water Wells �_•_..... "-_....---...... a .. _—,,._ _ -•�' © Public Water Supply Wells Oil, gas or related wells 0 Cluster of Multiple Icons v V-` I I f 12 I - ' toad OD T �f �� 9 N I E @4 \ ,. Al County Boundary 0 114 112 1 Miles N Major Roads EMISSION N Contour Lines Groundwater Flow Direction Earthquake epicenter, Richter 5 or greater G indeterminate Groundwater Flow at Location ® Water Wells G V Groundwater Flow Varies at Location © Public Water Supply Wells Oil, gas or related wells 0 Cluster of Multiple Icons SITE NAME: SCHAL Investments CLIENT: RMG Engineers ADDRESS: 5372 Quail St CONTACT: Michael Anderson Wheat Ridge CO 80033 INQUIRY #: 5127404.2s LAT/LONG: 39.793788/105.122947 DATE: December 04, 2017 5:58 pm Copyright* 2017 EDR, Inc. 0 2015 TomTom Rol. 2015. GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number Al SW CO WELLS C06000000069242 0 -118 Mile Lower Fid: 69241 Objectid: 69242 Moreinfo: http://www.dwr.state.co.us/WelIPermitSearchNiew.aspx?receipt=9026254 Receipt: 9026254 Permit: 10589- Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW Q40: SE Q10: Not Reported Coordew: 1415 Coordewdir: W Coordns: 1800 Coordnsdir: N Utmx: 489431.7 Utmy: 4404818 Locaccurac: Spotted from section lines Latdecdeg: 39.793253 Longdecdeg: -105.123438 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1962-01-22 Permexpire: Not Reported Wellconstr: 1962-02-21 Firstbenef: 1962-02-21 Pumpinstal: Not Reported Wellplugge: 2012-01-31 Comment: Not Reported Elev: 0 Welldepth: 461 Topperfcas: 350 Botperfcas: 430 Yield: 15 Staticwl: 235 Applicantn: LUBKER JOEL L & DAWN R Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489431.7 Disputmy: 4404818 Latitude: 39.7932528172 Longitude: -105.123437527 Site id: C06000000069242 TC5127404.2s Page A-18 GEOCH'ECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number A2 SW CO WELLS C06000000031296 0 - 1/8 Mile Lower Fid: 31295 Objectid: 31296 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=3652640 Receipt: 3652640 Permit: 10589--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 1.67 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW Q40: SE Q10: Not Reported Coordew: 1394 Coordewdir: W Coordns: 1800 Coordnsdir: N Utmx: 489425.3 Utmy: 4404818 Locaccurac: Spotted from section lines Latdecdeg: 39.793253 Longdecdeg: -105.123512 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ARAPAHOE Aquiferl: Not Reported Permitarea: 1 Permitunit: ACRES Annappropr: 0 Permissued: 2011-10-13 Permexpire: 2013-10-13 Wellconstr: 2011-11-01 Firstbenef: Not Reported Pu mpinstal: 2011-11-09 Wellplugge: Not Reported Comment: Per hydrogeological review, the Arapahoe aquifer is undifferentiated at this location. Elev: 0 Welldepth: 545 Topperfcas: 420 Botperfcas: 520 Yield: 6 Staticwl: 326 Applicantn: LUBKER JOEL Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489425.3 Disputmy: 4404818 Latitude: 39.7932527371 Longitude: -105.123512279 Site id: C06000000031296 TC5127404.2s Page A-19 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 133 SE CO WELLS C06000000069358 0 -1/8 Mile Lower Fid: 69357 Objectid: 69358 Moreinfo: http://Www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9026370 Receipt: 9026370 Permit: 11704- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnwdir: Not Reported Utmx: 489607.2 Utmy: 4404762.7 Locaccurac: Spotted from quarters Latdecdeg: 39.792757 Longdecdeg: -105.121387 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1962-06-02 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 225 Topperfcas: 0 Botperfcas: 0 Yield: 4 Staticwl: 56 Applicantn: DAVIS RICHARD Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489607 Disputmy: 4404762 Latitude: 39.7927567205 Longitude: -105.121386819 Site id: 006000000069358 TC5127404.2s Page A-20 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 134 SE CO WELLS C06000000070455 0 -1/8 Mile Lower Fid: 70454 Objectid: 70455 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchN!ew.aspx?receipt=9027486 Receipt: 9027486 Permit: 21454- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489607.2 Utmy: 4404762.7 Locaccurac: Spotted from quarters Latdecdeg: 39.792757 Longdecdeg: -105.121387 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1964-08-05 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: SARNO CARL Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489617.3 Disputmy: 4404790.2 Latitude: 39.7927567205 Longitude: -105.121386819 Site id: 006000000070455 TC5127404.2s Page A-21 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number B5 SE CO WELLS C06000000238785 0 -118 Mile Lower Fid: 238784 Objectid: 238785 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=0040822 Receipt: 0040822 Permit: 40822 -MH Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489607.2 Utmy: 4404762.7 Locaccurac: Spotted from quarters Latdecdeg: 39.792757 Longdecdeg: -105.121387 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2002-05-23 Permexpire: 2002-08-22 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Well plugge: 2003-05-21 Comment: 7 wells. Elev: 0 Welldepth: 30 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: MELODY HOMES Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489626.3 Disputmy: 4404785 Latitude: 39.7927567205 Longitude: -105.121386819 Site id: 006000000238785 TC5127404.2s Page A-22 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number C6 South CO WELLS C06000000396838 118 - 1/4 Mile Lower Fid: 396837 Objectid: 396838 Moreinfo: http://Www.dwr.state. co.us/WeliPermitSearch/View.aspx?receipt=0408629 Receipt: 0408629 Permit: 200716- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW 040: SE Q10: Not Reported Coordew: 1400 Coordewdir: W Coordns: 2400 Coordnsdir: N Utmx: 489427.1 Utmy: 4404635.2 Locaccurac: Spotted from section lines Latdecdeg: 39.791606 Longdecdeg: -105.123488 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: UPPER ARAPAHOE Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1997-01-29 Permexpire: 2000-01-29 Wellconstr: 1999-04-01 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 560 Topperfcas: 420 Botperfcas: 560 Yield: 0 Staticwl: 251 Applicantn: RICHARDSON CHARLES & JILL Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489427.1 Disputmy: 4404635.2 Latitude: 39.7916057124 Longitude: -105.12348831 Site id: C06000000396838 TC5127404.2s Page A-23 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number D7 WSW CO WELLS C06000000067766 1/8 -1/4 Mile Higher Fid: 67765 Objectid: 67766 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9024744 Receipt: 9024744 Permit: 1207- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : .16 Q160: NW Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489202.8 Utmy: 4404762.7 Locaccurac: Spotted from quarters Latdecdeg: 39.792752 Longdecdeg: -105.12611 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1958-05-17 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 200 Topperfcas: 0 Botperfcas: 0 Yield: 7 Staticwl: 120 Applicantn: WAGNER JAMES Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489202 Disputmy: 4404762 Latitude: 39.7927516834 Longitude: -105.126110158 Site id: C06000000067766 TC5127404.2s Page A-24 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number D8 WSW CO WELLS C06000000068960 118 -114 Mile Higher Fid: 68959 Objectid: 68960 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9025972 Receipt: 9025972 Permit: 8455- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489202.8 Utmy: 4404762.7 Locaccurac: Spotted from quarters Latdecdeg: 39.792752 Longdecdeg: -105.12611 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1961-05-04 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 40 Toppertcas: 0 Botperlcas: 0 Yield: 20 Staticwl: 10 Applicantn: LEE WM S Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489212.3 Disputmy: 4404790.2 Latitude: 39.7927516834 Longitude: -105.126110158 Site id: C06000000068960 TC5127404.2s Page A-25 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 109 WSW CO WELLS 006000000072462 1/8 -1/4 Mile Higher Fid: 72461 Objectid: 72462 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9029585 Receipt: 9029585 Permit: 43140- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489202.8 Utmy: 4404762.7 Locaccurac: Spotted from quarters Latdecdeg: 39.792752 Longdecdeg: -105.12611 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Perrnitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1970-10-26 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 95 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 12 Applicantn: THARP HOMER Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489221.3 Disputmy: 4404785 Latitude: 39.7927516834 Longitude: -105.126110158 Site id: C06000000072462 TC5127404.2s Page A-26 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number C10 South CO WELLS C06000000073865 1/8 -1/4 Mile Lower Fid: 73864 Objectid: 73865 Moreinfo: http://www.dwr.state.co.us/Wel]PermitSearchNiew.aspx?receipt=9030991 Receipt: 9030991 Permit: 62629- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW Q40: SE Q10: Not Reported Coordew: 1400 Coordewdir: W Coordns: 2587 Coordnsdir: N Utmx: 489427.1 Utmy: 4404578.2 Locaccurac: Spotted from section lines Latdecdeg: 39.791092 Longdecdeg: -105.123487 Usel : HOUSEHOLD USE ONLY Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: .33000001 Permissued: 1972-07-31 Permexpire: Not Reported Wellconstr: 1972-07-31 Firstbenef: 1972-07-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 75 Toppericas: 35 Botperfcas: 75 Yield: 15 Staticwl: 10 Applicantn: RICHARDSON CHARLES & JILL Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489427.1 Disputmy: 4404578.2 Latitude: 39.7910921366 Longitude: -105.123487392 Site id: C06000000073865 TC5127404.2s Page A-27 GEOCHECK8- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 11 NW CO WELLS C06000000226333 118-114Mile Lower Fid: 226332 Objectid: 226333 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0030670 Receipt: 0030670 Permit: 30670 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489203.2 Utmy: 4405165.7 Locaccurac: Spotted from quarters Latdecdeg: 39.796383 Longdecdeg: -105.126112 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1997-05-15 Permexpi re: 1997-08-15 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: RIESS STENGER TRUST & JEFFERSON CTY Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489203.2 Disputmy: 4405165.7 Latitude: 39.7963827592 Longitude: -105.126112117 Site id: C06000000226333 TC5127404.2s Page A-28 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number E12 ESE CO WELLS 006000000025191 114 -1/2 Mile Lower Fid: 25190 Objectid: 25191 Moreinfo: http://www.dwr.state.co.us/WellPerm!tSearchN!ew.aspx?receipt=3644641 G Receipt: 3644641G Permit: 17-GX Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NE Q40: SW Q10: Not Reported Coordew: 2463 Coordewdir: E Coordns: 2396 Coordnsdir: N Utmx: 489865.9 Utmy: 4404635 Locaccurac: Spotted from section lines Latdecdeg: 39.791609 Longdecdeg: -105.118363 Usel : GEOTHERMAL Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: 2010-06-25 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 305 Toppericas: 0 Botpeilcas: 0 Yield: 0 Staticwl: 0 Applicantn: ARVADA FIRE STATION #2 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489865.9 Disputmy: 4404635 Latitude: 39.7916092513 Longitude: -105.118363264 Site id: C06000000025191 TC5127404.2s Page A-29 GEOCHECK@ W PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 13 North CO WELLS C06000000459516 1/4 -1/2 Mile Lower Fid: 459515 Objectid: 459516 Moreinfo: http://www.dwr.state.co.us/Wel[PermitSearch/View.aspx?receipt=0505384B Receipt: 0505384B Permit: 59191-F Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 76.82 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SW Q40: SW Q10: Not Reported Coordew: 1310 Coordewdir: W Coordns: 100 Coordnsdir: S Utmx: 489399.8 Utmy: 4405397.2 Locaccurac: User supplied Latdecdeg: 39.798471 Longdecdeg: -105.123819 Use1: MUNICIPAL Use2: IRRIGATION Specialuse: Not Reported Aquifer1: LOWER ARAPAHOE Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2003-03-03 Permexpire: 2004-03-03 Wellconstr: 2003-10-06 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Wayne Wyatt has passed the Private Pump Installer exam for the installation of pumps in the City of Arvada wells (valid untif Elev: 0 Welldepth: 520 Topperfcas: 250 Botperfcas: 520 Yield: 10 Staticwl: 250 Applicantn: ARVADA CITY OF Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489399.8 Disputmy: 4405397.2 Latitude: 39.7984710704 Longitude: -105.123819475 Site id: C06000000459516 TC5127404.2s Page A-30 GEOCHECK19- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number F14 SSE CO WELLS 006000000070512 1/4 -1/2 Mile Lower Fid: 70511 Objectid: 70512 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9027542 Receipt: 9027542 Permit: 22084- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489605.7 Utmy: 4404360.7 Locaccurac: Spotted from quarters Latdecdeg: 39.789135 Longdecdeg: -105.121398 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1964-10-28 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 35 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 16 Applicantn: BIERDERMAN GLEN Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489605.7 Disputmy: 4404360.7 Latitude: 39.789134639 Longitude: -105.121397973 Site id: 006000000070512 TC5127404.2s Page A-31 i GEOCHECKQ- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number G15 ESE CO WELLS C06000000072067 1/4 -1/2 Mile Lower Fid: 72066 Objectid: 72067 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9029191 Receipt: 9029191 Permit: 38391- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NE Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490011.5 Utmy: 4404762.7 Locaccurac: Spotted from quarters Latdecdeg: 39.792762 Longdecdeg: -105.116665 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Perm issued: 1969-06-27 Permexpire: Not Reported Wellconstr: 1969-07-25 Firstbenef: 1969-07-25 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 100 Topperfcas: 15 Botperfcas: 100 Yield: 1 Staticwl: 10 Applicantn: GORDON RONALD J & CONSTANCE A Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490011 Disputmy: 4404762 Latitude: 39.7927615634 Longitude: -105.116664646 Site id: C06000000072067 TC5127404.2s Page A-32 GEOCH'ECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number G16 ESE CO WELLS C06000000219960 114 -112 Mile Lower Fid: 219959 Objectid: 219960 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0025452 Receipt: 0025452 Permit: 25452 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 16 Q160: NE Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490011.5 Utmy: 4404762.7 Locaccurac: Spotted from quarters Latdecdeg: 39.792762 Longdecdeg: -105.116665 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1995-04-12 Permexpire: 1995-07-12 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: COORS BREWING CO Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490021.3 Disputmy: 4404790.2 Latitude: 39.7927615634 Longitude: -105.116664646 Site id: C06000000219960 TC5127404.2s Page A-33 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number F17 SSE CO WELLS 005000000075939 114 - 1/2 Mile Lower Fid: 75938 Objectid: 75939 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9033091 Receipt: 9033091 Permit: 89461- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: NE Q10: Not Reported Coordew: 2262 Coordewdir: W Coordns: 2010 Coordnsdir: S Utmx: 489689.9 Utmy: 4404371 Locaccurac: Spotted from section lines Latdecdeg: 39.78923 Longdecdeg: -105.120415 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: 1997-04-14 Firstbenef: 1977-04-14 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 260 Botperfcas: 400 Yield: 0 Staticwl: 300 Applicantn: HOSS DAVID C Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489689.9 Disputmy: 4404371 Latitude: 39.789228467 Longitude: -105.12041474 Site id: C06000000075939 TC5127404.2s Page A-34 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Map ID Direction Distance Elevation Database EDR ID Number 18 West FED USGS USGS40000212031 114 - 112 Mile Higher Org.Identifier: USGS-CO Formal name: USGS Colorado Water Science Center Monloc Identifier: USGS-394736105074401 Monloc name: SC00406904BCB1 Monloc type: Well 75373 Objectid: Monloc desc: Not Reported http:/twww.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9032502 Receipt: Huc code: 10190004 Drainagearea value: Not Reported Drainagearea Units: Not Reported Contrib drainagearea: Not Reported Contrib drainagearea units: Not Reported Latitude: 39.7933201 Longitude: -105.12943 Sourcemap scale: 12500 Horiz Acc measure: 1 Horiz Acc measure units: minutes Horiz Collection method: Interpolated from map Subdivname: Horiz coord refsys: NAD83 Vert measure val: 5600.00 Vert measure units: feet Vertacc measure val: 2 Vert accmeasure units: feet Not Reported Parcelsize: Vertcollection method: Interpolated from topographic map Pm: Vert coord refsys: NGVD29 Countrycode: US Aquifername: Not Reported 16 Q160: Formation type: Not Reported SW Q10: Aquifer type: Not Reported 2200 Coordewdir: Construction date: 19600101 Welldepth: 100 Welldepth units: ft Wellholedepth: Not Reported Wellholedepth units: Not Reported Utmy: Ground -water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel 1960-04-27 18.00 E19 ESE CO WELLS C06000000075374 114 -112 Mile Lower Fid: 75373 Objectid: 75374 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9032502 Receipt: 9032502 Permit: 83410- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NE Q40: SW Q10: Not Reported Coordew: 2200 Coordewdir: E Coordns: 2600 Coordnsdir: N Utmx: 489945.4 Utmy: 4404572.2 TC5127404.2s Page A-35 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.791044 Longdecdeg: -105.117434 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1976-04-12 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 46 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 20 Applicantn: MANDEL RICHARD G. Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489945.4 Disputmy: 4404572.2 Latitude: 39.7910443592 Longitude: -105.117433768 Site id: 006000000075374 F20 SSE CO WELLS C06000000209643 1/4 -1/2 Mile Lower Fid: 209642 Objectid: 209643 Moreinfo: http://www.dwr.state.co.usMeliPermitSearchNiew.aspx?receipt=0017733 Receipt: 0017733 Permit: 91227 -VE Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: NE Q10: Not Reported Coordew: 2310 Coordewdir: W Coordns: 1960 Coordnsdir: S Utmx: 489704.5 Utmy: 4404355.7 TC5127404.2s Page A-36 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.789091 Longdecdeg: -105.120244 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1991-06-21 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: WITBAK VERNON Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489704 Disputmy: 4404355 Latitude: 39.7890907889 Longitude: -105.120243983 Site id: 006000000209643 F21 SSE CO WELLS C06000000342964 1/4 -112 Mile Lower Fid: 342963 Objectid: 342964 Moreinfo: http://www.dwr.state.co.us/WeliPerm!tSearchNiew.aspx?receipt=03271138 Receipt: 0327113B Permit: 161308--A Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: REPLACES LR Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: NE Q10: Not Reported Coordew: 2310 Coordewdir: W Coordns: 1960 Coordnsdir: S Utmx: 489704.5 Utmy: 4404355.7 TC5127404.2s Page A-37' GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.789091 Longdecdeg: -105.120244 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Perm issued: 1991-08-23 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 91227VE Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: WITBAK VERNON Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489714.3 Disputmy: 4404383.2 Latitude: 39.7890907889 Longitude: -105.120243983 Site id: C06000000342964 F22 SSE CO WELLS C06000000342963 1/4 -1/2 Mile Lower Fid: 342962 Objectid: 342963 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0327113A Receipt: 0327113A Permit: 161308- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 16 Q160: SW Q40: NE Q10: Not Reported Coordew: 2300 Coordewdir: W Coordns: 1950 Coordnsdir: S Utmx: 489701.4 Utmy: 4404352.7 TC5127404.2s Page A-38 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.789064 Longdecdeg: -105.12028 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl : QUATERNARY ALLUVIUM Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1991-08-23 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1942-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: WITBAK VERNON Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489701.4 Disputmy: 4404352.7 Latitude: 39.7890637211 Longitude: -105.120280141 Site id: C06000000342963 H23 SW CO WELLS C06000000074581 1/4 -112 Mile Lower Fid: 74580 Objectid: 74581 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9031703 Receipt: 9031703 Permit: 73232- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: VISTA RIDGE Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 15 Coordewdir: E Coordns: 2830 Coordnsdir: N Utmx: 488995.9 Utmy: 4404505.5 TC5127404.2s Page A-39 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.790432 Longdecdeg: -105.128522 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1 ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1974-02-04 Permexpire: Not Reported Wellconstr: 1974-04-02 Firstbenef: 1974-02-04 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 9 Applicantn: KAYE ALEKSANDER Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488995.9 Disputmy: 4404505.5 Latitude: 39.7904316331 Longitude: -105.12852241 Site id: C06000000074581 H24 SW CO WELLS C06000000074404 114 -1/2 Mile Lower Fid: 74403 Objectid: 74404 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9031524 Receipt: 9031524 Permit: 70483- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 50 Coordewdir: E Coordns: 2290 Coordnsdir: S Utmx: 488985.2 Utmy: 4404452 TC5127404.2s Page A-40 GEOCHECK19- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.789949 Longdecdeg: -105.128646 Usel : DOMESTIC Specialuse: Not Reported Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1973-08-07 Permexpire: Not Reported Wellconstr: 1973-09-04 Firstbenef: 1973-08-07 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Topperfcas: 0 Yield: 0 Staticwl: 9 Applicantn: SALANKEY JOSEPH J Completewe: 1 Ogjobbatch: 0 Disputmx: 488985.2 Disputmy: 4404452 Latitude: 39.7899494544 Longitude: -105.128646483 Site id: C06000000074404 125 SE 114 -112 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Use2: Aquiferl : Welldepth: Botperfcas: Ogcc api: Not Reported ALL UNNAMED AQUIFERS Not Reported CO WELLS 006000000383451 383450 Objectid: 383451 http://www. dwr.state.co.us/Wel iPermitSea rchNiew. aspx?receipt=O390294C 0390294C Permit: 190584 - Not Reported Currstatus: Well Abandoned GP -3 Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 16 SE Q40: NW Not Reported Coordew: 2265 E Coordns: 1804 S 489922.9 4404309.7 TC5127404.2s Page A-41 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.788679 Longdecdeg: -105.117693 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Perm issued: 1995-10-16 Permexpire: 1997-10-16 Wellconstr: 1995-04-13 Firstbenef: Not Reported Pumpinstal: Not Reported Wel Iplugge: 2000-01-07 Comment: GP -3, MH -25422,04/13/95 Elev: 0 Welldepth: 12 Topperfcas: 6 Botperfcas: 12 Yield: 0 Staticwl: 0 Applicantn: COORS BREWING CO Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489922.9 Disputmy: 4404309.7 Latitude: 39.788678939 Longitude: -105.117692528 Site id: C06000000383451 J26 NW CO WELLS 006000000483891 1/4 -1/2 Mile Lower Fid: 483890 Objectid: 483891 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0901570 Receipt: 0901570 Permit: 19656- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 0 Wd: 0 County: ADAMS Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLINE Filing: 2 Lot: 12 Block: 6 Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SW Q40: SW 010: Not Reported Coordew: 100 Coordewdir: W Coordns: 300 Coordnsdir: S Utmx: 489031.8 Utmy: 4405459.5 TC5127404.2s Page A-42 Fid: GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0025422 Latdecdeg: 39.799027 0025422 Permit: Longdecdeg: -105.128119 Not Reported Currstatus: Use1: DOMESTIC Use2: IRRIGATION Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported JEFFERSON Mgmtdist: Permitarea: 0 Not Reported Permitunit: Not Reported Not Reported Annappropr: 0 Not Reported Lot: Permissued: 1964-05-12 Not Reported Ctyparclid: Permexpire: Not Reported 0 Wel Iconstr: 1964-05-15 S Township: Firstbenef: Not Reported 69.0 W Section : Pumpinstal: Not Reported SE Q40: Wellplugge: Not Reported Not Reported Coordew: Comment: Not Reported Not Reported Coordns: Elev: 0 Welldepth: 70 Topperfcas: 0 Botperfcas: 0 Yield: 10 4404361.7 Staticwl: 30 Applicantn: CLINE KENNETH Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489031.8 Disputmy: 4405459.5 Latitude: 39.7990277327 Longitude: -105.128119064 Site id: 006000000483891 127 SE CO WELLS C06000000219905 1/4 -112 Mile Lower Fid: 219904 Objectid: 219905 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0025422 Receipt: 0025422 Permit: 25422 -MH Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490009 Utmy: 4404361.7 TC5127404.2s Page A-43 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.789148 Longdecdeg: -105.116688 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1995-04-12 Permexpire: 1995-07-12 Wellconstr: 1995-04-12 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 3 WELLS Elev: 5410 Welldepth: 31 Topperfcas: 21 Botperfcas: 31 Yield: 0 Staticwl: 26 Applicantn: COORS BREWING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490009 Disputmy: 4404361.7 Latitude: 39.7891484804 Longitude: -105.116687742 Site id: 006000000219905 J28 NW CO WELLS C06000000073598 1/4 -1/2 Mile Lower Fid: 73597 Objectid: 73598 Moreinfo: hftp://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9030723 Receipt: 9030723 Permit: 57308- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SW Q40: NE Q10: Not Reported Coordew: 139 Coordewdir: E Coordns: 300 Coordnsdir: S Utmx: 488959 Utmy: 4405459.5 TC5127404.2s Page A-44 i ,I GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchiView.aspx?receipt=0390294A Latdecdeg: 39.799027 0390294A Permit: Longdecdeg: -105.128969 Not Reported Currstatus: Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported JEFFERSON Mgmtdist: Permitarea: 0 Not Reported Permitunit: Not Reported Not Reported Annappropr: 1 Not Reported Lot: Permissued: 1972-04-14 Not Reported Ctyparclid: Permexpire: Not Reported 0 Wel Iconstr: 1973-03-24 S Township: Firstbenef: 1972-05-15 69.0 W Section : Pumpinstal: 1973-03-24 SE Q40: Wellplugge: Not Reported Not Reported Coordew: Comment: Not Reported E Coordns: Elev: 0 Welldepth: 12 Topperfcas: 3 Botperfcas: 10 Yield: 13 4404483.7 Staticwl: 1 Applicantn: OUGHTRED WALTER W Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488959 Disputmy: 4405459.5 Latitude: 39.7990267912 Longitude: -105.128969435 Site id: 006000000073598 29 ESE CO WELLS C06000000383449 112 -1 Mile Lower Fid: 383448 Objectid: 383449 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchiView.aspx?receipt=0390294A Receipt: 0390294A Permit: 190582- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: NW Q10: Not Reported Coordew: 1401 Coordewdir: E Coordns: 2370 Coordnsdir: S Utmx: 490188 Utmy: 4404483.7 TC5127404.2s Page A-45 Locaccurac: Latdecdeg: Longdecdeg: Usel : Specialuse: Aquiferl: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Spotted from section lines 39.79025 -105.114599 OTHER MONITORING WELL Not Reported 0 acres 0 1995-10-16 1997-10-16 1995-04-12 Not Reported Not Reported Not Reported GP -1, MH -25422, 04/12/95 0 22 0 0 COORS BREWING CO 1 0 490188 4404483.7 39.7902497974 -105.114598977 006000000383449 Use2: Aquiferl : Welldepth: Botperfcas: Ogcc api: Not Reported ALL UNNAMED AQUIFERS 32 32 Not Reported K30 South CO WELLS C06000000041110 112 -1 Mile Lower Fid: 41109 Objectid: 41110 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=3664340A Receipt: 3664340A Permit: 293968- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 1 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: SW Q10: Not Reported Coordew: 1200 Coordewdir: W Coordns: 1000 Coordnsdir: S Utmx: 489366.3 Utmy: 4404061.5 TC5127404.2s Page A-46 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.786436 Longdecdeg: -105.124189 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 1000 Permitunit: SQ. FT. An n appropr: .33000001 Permissued: 2014-04-10 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1898-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 90 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: HAWN TOM Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489376.3 Disputmy: 4404089.2 Latitude: 39.7864358544 Longitude: -105.124189139 Site id: 006000000041110 K31 South CO WELLS C060000O0041111 1/2 -1 Mile Lower Fid: 41110 Objectid: 41111 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=36643408 Receipt: 36643408 Permit: 293968--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 1 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: SW Q10: Not Reported Coordew: 1200 Coordewdir: W Coordns: 1000 Coordnsdir: S Utmx: 489366.3 Utmy: 4404061.5 TC5127404.2s Page A-47 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.786436 Longdecdeg: -105.124189 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: DENVER Aquifer2: Not Reported Permitarea: 1000 Permitunit: SQ. FT. Annappropr: 0 Permissued: 2014-04-10 Permexpire: 2016-04-10 Wellconstr: 2014-05-13 Firstbenef: Not Reported Pu mpinstal: 2014-05-17 Wellplugge: Not Reported Comment: Not Reported Elev: 5410 Welldepth: 161 Topperfcas: 128 Botperfcas: 161 Yield: 2 Staticwl: 60 Applicantn: LOZSI WILLIAM S & RACHELE N Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489366 Disputmy: 4404061 Latitude: 39.7864358544 Longitude: -105.124189139 Site id: C06000000041111 32 NE CO WELLS C06000000459515 1/2 -1 Mile Lower Fid: 459514 Objectid: 459515 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0505384A Receipt: 0505384A Permit: 59192-F Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 50.41 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: SW Q10: Not Reported Coordew: 1600 Coordewdir: E Coordns: 100 Coordnsdir: S Utmx: 490136.2 Utmy: 4405394.7 TC5127404.2s Page A-48 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: User supplied Objectid: 196001 Latdecdeg: 39.798457 Receipt: Longdecdeg: -105.115218 1367 -AD Wdid: Usel: MUNICIPAL Use2: IRRIGATION Specialuse: Not Reported Aquiferl: ARAPAHOE Aquifer2: Not Reported 7 County: Permitarea: 0 Not Reported Desigbasin: Permitunit: Not Reported Subdivname: Annappropr: 0 Filing: Permissued: 2003-03-03 Not Reported Block: Permexpire: 2004-03-03 Not Reported Parcelsize: Wellconstr: 2003-10-06 Pm: Firstbenef: Not Reported 3.0 S Range: Pumpinstal: Not Reported 8 Q160: Wellplugge: Not Reported SE Q10: Comment: Approved production interval amended to between approximately 260 feet and 520 feet in undifferentiated Arapahoe. 9122/03 Elev: 5400 Welldepth: 525 Topperfcas: 377 Botperfcas: 525 Yield: 11 488808.7 Staticwl: 310 4405406.5 Applicantn: ARVADA CITY OF Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490136.2 Disputmy: 4405394.7 Latitude: 39.7984574043 Longitude: -105.115217668 Site id: C06000000459515 L33 NW CO WELLS 006000000196001 112 -1 Mile Lower Fid: 196000 Objectid: 196001 Moreinfo: http://www.dwr.state.c:o.us/WeliPermitSearchNiew.aspx?receipt=0004645 Receipt: 0004645 Permit: 1367 -AD Wdid: Not Reported Currstatus: Application Denied Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SE Q10: Not Reported Coordew: 630 Coordewdir: E Coordns: 130 Coordnsdir: S Utmx: 488808.7 Utmy: 4405406.5 TC5127404.2s Page A-49 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.798547 Longdecdeg: -105.130724 Usel : COMMERCIAL Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1969-04-08 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: BEAVERS ALLAN E. Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488808.7 Disputmy: 4405406.5 Latitude: 39.7985472915 Longitude: -105.130724175 Site id: C06000000196001 M34 SW CO WELLS C050000O0253554 112 -11 Mile Lower Fid: 253553 Objectid: 253554 Moreinfo: http://www.dwr.state. co.us/WeliPermitSearchNiew.aspx?receipt=0051559 Receipt: 0051559 Permit: 51559 -DW Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488798.8 Utmy: 4404358.5 TC5127404.2s Page A-50 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.789104 Longdecdeg: -105.130821 Use1: OTHER Use2: Not Reported Specialuse: DEWATERING Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Perm issued: 2013-05-24 Permexpi re: 2013-08-22 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2014-04-04 Comment: Thirty-five (35) holes to be constructed Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: EDGE CONTRACTING INC Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488817.3 Disputmy: 4404335 Latitude: 39.7891045755 Longitude: -105.130821926 Site id: 006000000253554 M36 SW CO WELLS 006000000069370 112 - 7 Mile Lower Fid: 69369 Objectid: 69370 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9026383 Receipt: 9026383 Permit: 11810- Wdid: Not Reported Currstatus: Well Constructed Weliname: Not Reported Caseno: Not Reported Div: 1 Wd: 8 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488798.7 Utmy: 4404358.2 TC5127404.2s Page A-51 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.789102 Longdecdeg: -105.130823 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1962-06-04 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 5125 SWADLEY Elev: 0 Welldepth: 36 Topperfcas: 0 Botperfcas: 0 Yield: 12 Staticwl: 12 Applicantn: COSTA CHARLES Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488817.3 Disputmy: 4404381 Latitude: 39.7891018713 Longitude: -105.130823089 Site id: C06000000069370 M36 SW CO WELLS 006000000067791 112 -1 Mile Lower Fid: 67790 Objectid: 67791 Moreinfo: http:/twww.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9024769 Receipt: 9024769 Permit: 1398- Wdid: Not Reported Currstatus: Well Constructed Weliname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488798.7 Utmy: 4404358.2 TC5127404.2s Page A-52 M37 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters SW Latdecdeg: 39.789102 1/2 -1 Mile Longdecdeg: -105.130823 Lower Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported 9024711 Permit: Permitarea: 0 Not Reported Currstatus: Permitunit: Not Reported Not Reported Caseno: Annappropr: 1 1 Wd: Permissued: Not Reported JEFFERSON Mgmtdist: Permexpire: Not Reported Not Reported Wellconstr: Not Reported Not Reported Firstbenef: 1958-07-08 Not Reported Lot: Pumpinstal: Not Reported Not Reported Ctyparclid: Wellplugge: Not Reported 0 Comment: Not Reported S Township: Elev: 0 Welldepth: 52 Topperfcas: 0 Botperfcas: 0 Yield: 15 Not Reported Coordew: Staticwl: 15 Not Reported Coordns: Applicantn: ANKER JOHN Not Reported Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 4404358.2 Disputmx: 488808.3 Disputmy: 4404386.2 Latitude: 39.7891018713 Longitude: -105.130823089 Site id: C06000000067791 M37 SW CO WELLS C06000000067733 1/2 -1 Mile Lower Fid: 67732 Objectid: 67733 Moreinfo: http://wviw.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9024711 Receipt: 9024711 Permit: 982- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488798.7 Utmy: 4404358.2 TC5127404.2s Page A-53 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.789102 Longdecdeg: -105.130823 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1958-04-09 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 53 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 22 Applicantn: REISS GEORGE R Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488798 Disputmy: 4404358 Latitude: 39.7891018713 Longitude: -105.130823089 Site id: C06000000067733 M38 SW CO WELLS C06000000070233 112 -1 Mile Lower Fid: 70232 Objectid: 70233 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9027257 Receipt: 9027257 Permit: 19176- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488798.7 Utmy: 4404358.2 TC5127404.2s Page A-54 Fid: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FI'NDING'S Locaccurac: Spotted from quarters Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9030469 Latdecdeg: 39.789102 9030469 Permit: Longdecdeg: -105.130823 Not Reported Currstatus: Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported JEFFERSON Mgmtdist: Permitarea: 0 Not Reported Permitunit: Not Reported Not Reported Annappropr: 1 Not Reported Lot: Permissued: Not Reported Not Reported Ctyparclid: Permexpire: Not Reported 0 Wellconstr: Not Reported S Township: Firstbenef: 1964-04-07 69.0 W Section : Pumpinstal: Not Reported SE Q40: Wellplugge: Not Reported Not Reported Coordew: Comment: Not Reported Not Reported Coordns: Elev: 0 Welidepth: 50 Topperfcas: 0 Botperfcas: 0 Yield: 10 4404358.2 Staticwl: 14 Applicantn: ELFLINE PLUMBING Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488824 Disputmy: 4404373 Latitude: 39.7891018713 Longitude: -105.130823089 Site id: C06000000070233 M39 SW CO WELLS C06000000073345 1/2 -1 Mile Lower Fid: 73344 Objectid: 73345 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9030469 Receipt: 9030469 Permit: 53277- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488798.7 Utmy: 4404358.2 TC5127404.2s Page A-55 Locaccurac: Latdecdeg: Longdecdeg: Use1: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Spotted from quarters 72814 39.789102 72815 -105.130823 http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9029940 DOMESTIC Use2: Not Reported Aquifer1: Not Reported Wdid: 0 Currstatus: Not Reported Wellname: 1 Caseno: 1972-03-17 Div: Not Reported Wd: 1972-06-05 County: 1972-06-05 Mgmtdist: Not Reported Desigbasin: Not Reported 11855 W 53ND AVE,WHEATRIDGE 0 Welldepth: 11 Botperfcas: 15 Not Reported 7 Not Reported O CONNOR PATRICK J Not Reported 3 Ogcc api: 0 0 488824 4404343 S 39.7891018713 3.0 S -105.130823089 69.0 W C06000000073345 17 Not Reported ALL UNNAMED AQUIFERS 55 55 Not Reported M40 SW CO WELLS 006000000072815 112 - 1 Mile Lower Fid: 72814 Objectid: 72815 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9029940 Receipt: 9029940 Permit: 47232- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488798.7 Utmy: 4404358.2 TC5127404.2s Page A-56 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.789102 Longdecdeg: -105.130823 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef. 1971-07-07 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 25 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 12 Applicantn: MERKEL HARRY Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488827.5 Disputmy: 4404363.2 Latitude: 39.7891018713 Longitude: -105.130823089 Site id: C06000000072815 M41 SW CO WELLS C060000O0071271 112 -1 Mile Lower Fid: 71270 Objectid: 71271 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9028374 Receipt: 9028374 Permit: 29543- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE 040: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488798.7 Utmy: 4404358.2 TC5127404.2s Page A-57 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.789102 Longdecdeg: -105.130823 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1966-12-14 Permexpire: Not Reported Wellconstr: 1966-12-18 Firstbenef: 1966-12-18 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 50 Topperfcas: 25 Botperfcas: 50 Yield: 15 Staticwl: 15 Applicantn: HANSON DEANNA J Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488827.5 Disputmy: 4404352.8 Latitude: 39.7891018713 Longitude: -105.130823089 Site id: C06000000071271 M42 SW CO WELLS 006000000265676 1/2 -1 Mile Lower Fid: 265675 Objectid: 265676 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0093681 Receipt: 0093681 Permit: 100837- Wdid: Not Reported Currstatus: Permit Expired Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: STANDLEY HEIGHTS Filing: Not Reported Lot: 16 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 660 Coordewdir: E Coordns: 1980 Coordnsdir: S Utmx: 488799.2 Utmy: 4404356.7 TC5127404.2s Page A-58 Fid: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Moreinfo: http://www.dwr.state.co.us[WeliPermitSearchNiew.aspx?receipt=0015648 Latdecdeg: 39.789088 0015648 Permit: Longdecdeg: -105.130817 Not Reported Currstatus: Usel : HOUSEHOLD USE ONLY Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported JEFFERSON Mgmtdist: Permitarea: 0 Not Reported Permitunit: acres Not Reported Annappropr: 0 Not Reported Lot: Permissued: 1978-08-08 Not Reported Ctyparclid: Permexpire: Not Reported 0 Wellconstr: Not Reported S Township: Firstbenef: Not Reported 69.0 W Section : Pumpinstal: Not Reported SE Q40: Wellplugge: Not Reported Not Reported Coordew: Comment: Not Reported E Coordns: Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 4404236 Staticwl: 0 Applicantn: DEVRIES DEAN Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488799.2 Disputmy: 4404356.7 Latitude: 39.7890883625 Longitude: -105.130817224 Site id: 006000000265676 43 SE CO WELLS C06000000206826 1/2 -1 Mile Lower Fid: 206825 Objectid: 206826 Moreinfo: http://www.dwr.state.co.us[WeliPermitSearchNiew.aspx?receipt=0015648 Receipt: 0015648 Permit: 15886-F Wdid: Not Reported Currstatus: Permit Expired Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parceisize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 0160: SE Q40: NW Q10: Not Reported Coordew: 1830 Coordewdir: E Coordns: 1560 Coordnsdir: S Utmx: 490054.8 Utmy: 4404236 TC5127404.2s Page A-59 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.788016 Longdecdeg: -105.116151 Usel: OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1971-10-15 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: COLUMBINE GLASS CO. Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490054.8 Disputmy: 4404236 Latitude: 39.7880164453 Longitude: -105.116150927 Site id: 006000000206826 N44 NE CO WELLS C06000000068335 112 - 1 Mile Lower Fid: 68334 Objectid: 68335 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9025321 Receipt: 9025321 Permit: 4233- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490015.7 Utmy: 4405566.7 TC5127404.2s Page A-60 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.800006 Longdecdeg: -105.116628 Usell: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl : ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1959-08-24 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 30 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 6 Applicantn: MAGNUSON PAUL W Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490015 Disputmy: 4405566 Latitude: 39.8000057347 Longitude: -105.116627826 Site id: C06000000068335 N45 NE CO WELLS 006000000068897 1/2 -1 Mile Lower Fid: 68896 Objectid: 68897 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchN!ew.aspx?receipt=9025899 Receipt: 9025899 Permit: 7863- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490015.7 Utmy: 4405566.7 TC5127404.2s Page A-61 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.800006 Longdecdeg: -105.116628 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1961-02-10 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 44 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 14 Applicantn: MCMILLAN ROE Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490025.3 Disputmy: 4405594.2 Latitude: 39.8000057347 Longitude: -105.116627826 Site id: C06000000068897 46 NNE FED USGS USGS40000212113 1/2 -1 Mile Lower Org.Identifier: USGS-CO Formal name: USGS Colorado Water Science Center Monloc Identifier: USGS-394806105071301 Monloc name: SCO0306933CDA Monloc type: Well Monloc desc: Not Reported Hue code: 10190004 Drainagearea value: Not Reported Drainagearea Units: Not Reported Contrib drainagearea: Not Reported Contdb drainagearea units: Not Reported Latitude: 39.8016533 Longitude: -105.1208186 Sourcemap scale: 12500 Horiz Ace measure: 1 Horiz Ace measure units: minutes Horiz Collection method: Interpolated from map Horiz coord refsys: NAD83 Vert measure val: 5600.00 Vert measure units: feet Vertacc measure val: 5. Vert accmeasure units: feet Vertcollection method: Interpolated from topographic map Vert coord refsys: NGVD29 Countrycode: US Aquifername: Not Reported Formation type: Not Reported TC5127404.2s Page A-62 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Aquifer type: Not Reported Construction date: Not Reported Welldepth: Not Reported Welldepth units: Not Reported Wellholedepth: Not Reported Wellholedepth units: Not Reported Ground -water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel 1951-11-28 435.00 L47 NW CO WELLS C06000000073891 112 -1 Mile Lower Fid: 73890 Objectid: 73891 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9031016 Receipt: 9031016 Permit: 62953- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SE Q10: Not Reported Coordew: 800 Coordewdir: E Coordns: 300 Coordnsdir: S Utmx: 488757.4 Utmy: 4405458.2 Locaccurac: Spotted from section lines Latdecdeg: 39.799012 Longdecdeg: -105.131324 Use1: HOUSEHOLD USE ONLY Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: .33000001 Permissued: 1972-08-04 Permexpire: Not Reported Wellconstr: 1972-09-25 Firstbenef: 1972-09-25 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 28 Topperfcas: 14 Botperfcas: 28 Yield: 15 Staticwl: 10 TC5127404.2s Page A-63 GEDCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: AVERMAN JACK D Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488757.4 Disputmy: 4405458.2 Latitude: 39.7990124362 Longitude: -105.131324288 Site id: C06000000073891 048 Not Reported South CO WELLS C06000000068894 112 -1 Mile Lower Fid: 68893 Objectid: 68894 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9025896 Receipt: 9025896 Permit: 7824- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489604.2 Utmy: 4403958.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785513 Longdecdeg: -105.121409 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1961-02-10 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 36 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 8 TC5127404.2s Page A-64 GEOCHECKQ- PHYSICAL SETTING SOURCE MAP FINDING'S Applicantn: BURDICK L L Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489604 Disputmy: 4403958 Latitude: 39.7855125547 Longitude: -105.121409124 Site id: 006000000068894 049 South CO WELLS C06000000069385 1/2 -1 Mile Lower Fid: 69384 Objectid: 69385 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchtView.aspx?receipt=9026397 Receipt: 9026397 Permit: 11884- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnwdir: Not Reported Utmx: 489604.2 Utmy: 4403958.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785513 Longdecdeg: -105.121409 Usei: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1962-06-23 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 24 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 8 TC5127404.2s Page A-65 ------------ GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: MOSSMAN E J Completewe: 3 Ogjobbatch: 0 Disputmx: 489614.3 Disputmy: 4403986.2 Latitude: 39.7855125547 Longitude: -105.121409124 Site id: 006000000069; P50 SSW 1/2 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Ogcc api: Not Reported CO WELLS 006000000278118 278117 Objectid: 278118 http://www.dwr. state. co.us/Well PermitSearchNiew. aspx?receipt=0202746 0202746 Permit: 26673-F Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported LEES Not Reported Lot: 22 Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 17 SE Q40: SE Not Reported Coordew: 70 E Coordns: 1067 S 488979.2 4404079.5 Spotted from section lines 39.786593 -105.12871 INDUSTRIAL Use2: Not Reported Not Reported Aquifers: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 1984-07-21 Not Reported 1985-07-06 Not Reported 1987-07-12 Not Reported Not Reported 0 17 0 16 Welldepth: 37 Botperfcas: 27 TC5127404.2s Page A-66 I GEOCHECK(P- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: CONTINENTAL WA Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488979.2 Disputmy: 4404079.5 Latitude: 39.7865931108 Longitude: -105.128710304 Site id: C06000000278118 51 SW CO WELLS C06000000026093 1/2 -1 Mile Lower Fid: 26092 Objectid: 26093 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=3645793 Receipt: 3645793 Permit: 283939- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 8 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: STANDLEY HEIGHTS Filing: Not Reported Lot: 19 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 1.76 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NE Q10: Not Reported Coordew: 560 Coordewdir: E Coordns: 1395 Coordnsdir: S Utmx: 488829.8 Utmy: 4404178.5 Locaccurac: Spotted from section lines Latdecdeg: 39.787483 Longdecdeg: -105.130456 Usel : DOMESTIC Use2: STOCK Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 1 Permitunit: ACRES Annappropr: 0 Permissued: 2010-09-07 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1955-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 150 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 0 TC5127404.2s Page A-67 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: Q52 SSW 112 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ROBERSON BIFF 1 Ogcc api: Not Reported 0 488829.8 4404178.5 39.7874831635 -105.130456806 C06000000026093 CO WELLS C06000000067847 67846 Objectid: 67847 http://www.dwr. state. co. us/Wel IPermitSearchNiew.aspx?receipt=9024827 9024827 Permit: 1900 - Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section: 16 SW Q40: SW Not Reported Coordew: 0 Not Reported Coordns: 0 Not Reported 489201.9 4403956.7 Spotted from quarters 39.78549 -105.126107 DOMESTIC Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 Not Reported 1 Not Reported Not Reported Not Reported 1959-09-07 Not Reported Not Reported Not Reported 0 Welldepth: 26 0 Botperfcas: 0 10 15 TC5127404.2s Page A-68 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: SHIRKEY L A Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489201 Disputmy: 4403956 Latitude: 39.7854895239 Longitude: -105.12610741 Site id: C06000000067847 053 Not Reported SSW CO WELLS C060000O0069115 1/2 -1 Mile Lower Fid: 69114 Objectid: 69115 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9026126 Receipt: 9026126 Permit: 9513- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489201.9 Utmy: 4403956.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78549 Longdecdeg: -105.126107 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1961-08-19 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 75 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 20 TC5127404.2s Page A-69 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: CAPRA RUDOLPH Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489211.3 Disputmy: 4403984.2 Latitude: 39.7854895239 Longitude: -105.12610741 Site id: 006000000069115 Q54 Not Reported SSW CO WELLS C060000O0070742 1/2 -1 Mile Lower Fid: 70741 Objectid: 70742 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9027772 Receipt: 9027772 Permit: 24335- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489201.9 Utmy: 4403956.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78549 Longdecdeg: -105.126107 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Fi rstbenef: 1965-06-17 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 30 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 11 TC5127404.2s Page A-70 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: WALWORTH HOWARD Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489220.3 Disputmy: 4403979 Latitude: 39.7854895239 Longitude: -105.12610741 Site id: 006000000070742 R55 NW CO WELLS C06000000073217 1/2 -1 Mile Lower Fid: 73216 Objectid: 73217 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9030343 Receipt: 9030343 Permit: 51819- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: ALVERA Filing: Not Reported Lot: 1 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488800.7 Utmy: 4405567.7 Locaccurac: Spotted from quarters Latdecdeg: 39.8 Longdecdeg: -105.13082 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1972-02-29 Permexpire: Not Reported Wellconstr: 1972-03-07 Firstbenef: 1972-03-07 Pumpinstal: 1972-06-18 Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 26 Topperfcas: 10 Botperfcas: 26 Yield: 10 Staticwl: 8 TC5127404.2s Page A-71 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: OSNESS BARBARA JO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488800.7 Disputmy: 4405567.7 Latitude: 39.799999613 Longitude: -105.130820374 Site id: C06000000073217 P66 Not Reported SW CO WELLS 006000000194159 1/2 -1 Mile Lower Fid: 194158 Objectid: 194159 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0000833A Receipt: 0000833A Permit: 2002019 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: W -2A Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: SE Q10: Not Reported Coordew: 253 Coordewdir: E Coordns: 1007 Coordnsdir: S Utmx: 488923.4 Utmy: 4404060.7 Locaccurac: Spotted from section lines Latdecdeg: 39.786423 Longdecdeg: -105.129362 Use1: OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2002-11-21 Comment: 3 WELLS Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-72 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: 57 NNW 1/2 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS PETROTEK ENGINEERING CORPORATION 0 Ogcc api: 0 488923.4 4404060.7 39.7864229959 -105.129361666 C06000000194159 Not Reported CO WELLS C06000000076338 76337 Objectid: 76338 http://www.dwr.state. co.us/WeliPermitSearchN!ew.aspx?receipt=9033593 9033593 Permit: 94060 - Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 8 SE Q40: SE Not Reported Coordew: 62 E Coordns: 1250 S 488985.8 4405749 Spotted from section lines 39.801637 -105.128661 DOMESTIC Use2: STOCK Not Reported Aquiferl: QUATERNARY ALLUVIUM Not Reported 0 Not Reported 1 1977-10-07 Not Reported Not Reported 1929-11-30 Not Reported Not Reported Not Reported 0 Welldepth: 0 0 Botperfcas: 0 0 0 TC5127404.2s Page A-73 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: WITT LESTER A Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488985.8 Disputmy: 4405749 Latitude: 39.8016355598 Longitude: -105.128661247 Site id: C06000000076338 S58 SE CO WELLS 006000000383450 1/2 -1 Mile Lower Fid: 383449 Objectid: 383450 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0390294B Receipt: 0390294B Permit: 190583- Wdid: Not Reported Currstatus: Well Constructed Weliname: GP -2 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: NW Q10: Not Reported Coordew: 1388 Coordewdir: E Coordns: 1343 Coortlnsdir: S Utmx: 490188.8 Utmy: 4404170.7 Locaccurac: Spotted from section lines Latdecdeg: 39.78743 Longdecdeg: -105.114585 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl• ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1995-10-16 Permexpire: 1997-10-16 Wellconstr: 1995-04-13 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: GP -2, MH -25422, 04/13/95 Elev: 0 Welldepth: 20 Topperfcas: 10 Botperfcas: 20 Yield: 0 Statical: 0 TC5127404.2s Page A-74 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: T59 West 1/2 -1 Mile Higher Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS COORS BREWING CO 1 Ogcc api: Not Reported 0 490188.8 4404170.7 39.7874296404 -105.114584955 006000000383450 CO WELLS C060000O0273374 273373 Objectid: 273374 http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=01 07368 0107368 Permit: 110543 - Not Reported Currstatus: Permit Extended Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported DONNA KAY Not Reported Lot: 4 1 Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 17 NE Q40: SW Not Reported Coordew: 1725 E Coordns: 2010 N 488474.6 4404752.5 Spotted from section lines 39.79265 -105.134615 DOMESTIC Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 1981-09-24 Not Reported Not Reported Not Reported Not Reported Not Reported Not Reported 0 0 0 0 Welldepth: Botperfcas: TC5127404.2s Page A-75 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: KRUEGER D M Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488474.6 Disputmy: 4404752.5 Latitude: 39.7926502264 Longitude: -105.134615257 Site id: 006000000273374 S60 SE CO WELLS C06000000299608 112 -1 Mile Lower Fid: 299607 Objectid: 299608 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0243719A Receipt: 0243719A Permit: 10492 -AD Wdid: Not Reported Currstatus: Application Denied Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SW Q10: Not Reported Coordew: 1600 Coordewdir: E Coordns: 1100 Coordnsdir: S Utmx: 490123.5 Utmy: 4404096.5 Locaccurac: Spotted from section lines Latdecdeg: 39.78676 Longdecdeg: -105.115346 Use1: OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Perm issued: 1984-06-19 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-76 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: ADOLPH COORS CO Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490123.5 Disputmy: 4404096.5 Latitude: 39.7867603343 Longitude: -105.115346476 Site id: C06000000299608 R61 NW CO WELLS C060000O0008975 1/2 -1 Mile Lower Fid: 8974 Objectid: 8975 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=3610061 Receipt: 3610061 Permit: 272078- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: ALVERA Filing: Not Reported Lot: 1-16 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 5.5 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SE Q10: Not Reported Coordew: 988 Coordewdir: E Coordns: 582 Coordnsdir: S Utmx: 488701.3 Utmy: 4405544 Locaccurac: Spotted from section lines Latdecdeg: 39.79978 Longdecdeg: -105.13198 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: UPPER ARAPAHOE Aquifer2: Not Reported Permitarea: 12000 Permitunit: SQ.FT. Annappropr: 0 Permissued: 2007-01-16 Permexpire: 2009-01-16 Wellconstr: 2007-10-18 Firstbenef: Not Reported Pum pinstal: 2008-07-24 Wellplugge: Not Reported Comment: Not Reported Elev: 5420 Welldepth: 383 Topperfcas: 183 Botperfcas: 383 Yield: 12 Staticwl: 6 TC5127404.2s Page A-77 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: RICHARDSON CHARLES Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488701.3 Disputmy: 4405544 Latitude: 39.7997847587 Longitude: -105.131981066 Site id: 006000000008975 62 NE CO WELLS C06000000075694 112 -1 Mile Lower Fid: 75693 Objectid: 75694 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9032819 Receipt: 9032819 Permit: 86907- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: SW Q10: Not Reported Coordew: 1650 Coordewdir: E Coordns: 1060 Coordnsdir: S Utmx: 490120.4 Utmy: 4405687 Locaccurac: Spotted from section lines Latdecdeg: 39.801091 Longdecdeg: -105.115407 Usei: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1976-11-07 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 75 TC5127404.2s Page A-78 TC5127404.2s Page A-79 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: BOGGS JOHN W JR Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490120.4 Disputmy: 4405687 Latitude: 39.8010908719 Longitude: -105.115406627 Site id: C06000000075694 63 ESE CO WELLS C06000000242606 112 -11 Mile Lower Fid: 242605 Objectid: 242606 Moreinfo: http://wv4w.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0043375 Receipt: 0043375 Permit: 43375 -DW Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 16 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490412.4 Utmy: 4404362.7 Locaccurac: Spotted from quarters Latdecdeg: 39.789162 Longdecdeg: -105.111976 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-04-08 Permexpi re: 2005-04-08 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-79 GEOCHECK®W PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: RIDGE VENTURES LLC Completewe: 0 Ogcc api: Ogjobbatch: 0 Disputmx: 490412.4 Disputmy: 4404362.7 Latitude: 39.7891621321 Longitude: -105.111976341 Site id: 006000000242606 T64 West 112 -1 Mile Higher Not Reported CO WELLS C06000000068858 Fid: 68857 Objectid: 68858 Moreinfo: http:l/www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9025860 Receipt: 9025860 Permit: 7655-F Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: NE Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488395.3 Utmy: 4404759.2 Locaccurac: Spotted from quarters Latdecdeg: 39.79271 Longdecdeg: -105.135542 Usel: MUNICIPAL Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1957-08-13 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 596 Topperfcas: 0 Botperfcas: 0 Yield: 32 Staticwl: 0 TC5127404.2s Page A-80 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: VALLEY WATER DISTRCT Completewe: 3 Ogjobbatch: 0 Disputmx: 488414.3 Disputmy: 4404782 Latitude: 39.792709516 Longitude: -105.135541588 Site id: C06000000068858 T65 West 1/2 -1 Mile Higher Fid: Moreinfo: Receipt: Wdid: Weliname: Div: County: Desigbasin: Subdivname: Filing: Block: Parceisize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Use1: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Ogcc api: Not Reported CO WELLS C06000000068856 68854 Objectid: 68855 http://www.dwr.state. co. us/WeliPerm!tSea rchNiew.aspx?receipt=9025857 9025857 Permit: 7652-F Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 17 NE Q40: SW Not Reported Coordew: 0 Not Reported Coordns: 0 Not Reported 488395.3 4404759.2 Spotted from quarters 39.79271 -105.135542 MUNICIPAL Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 Not Reported Not Reported Not Reported 1957-08-01 Not Reported Not Reported Not Reported 0 0 0 0 Welldepth: 20 Botperfcas: 0 TC5127404.2s Page A-81 I- Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS VALLEY WATER DISTRCT 3 0 488405.3 4404787.2 39.792709516 -105.135541588 C06000000068855 Ogcc api: Not Reported T66 West CO WELLS 006000000072714 1/2 -1 Mile Higher Fid: 72713 Objectid: 72714 Moreinfo: http://www.dwr.state. co.us/WellPermitSearch/View.aspx?receipt=9029837 Receipt: 9029837 Permit: 46101- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: NE Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488395.3 Utmy: 4404759.2 Locaccurac: Spotted from quarters Latdecdeg: 39.79271 Longdecdeg: -105.135542 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 100 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 30 TC5127404.2s Page A-82 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: PATTERSON GLADYS R & WOOD LUCILLE P Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488395 Disputmy: 4404759 Latitude: 39.792709516 Longitude: -105.135541588 Site id: 006000000072714 T67 West CO WELLS C06000000070143 1/2 -1 Mile Higher Fid: 70142 Objectid: 70143 Moreinfo: http://www.dwr.state.co.us[WeliPermitSearchNiew.aspx?receipt=9027162 Receipt: 9027162 Permit: 18095- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: NE Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488395.3 Utmy: 4404759.2 Locaccurac: Spotted from quarters Latdecdeg: 39.79271 Longdecdeg: -105.135542 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1963-10-21 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 54 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 16 TC5127404.2s Page A-83 GEOCHECKS- PHYSICAL. SETTING SOURCE MAP FINDINGS Applicantn: WEBCO CONST CO Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488421 Disputmy: 4404774 Latitude: 39.792709516 Longitude: -105.135541588 Site id: C06000000070143 68 Not Reported SE CO WELLS C06000000299609 112 -1 Mile Lower Fid: 299608 Objectid: 299609 Moreinfo: http://www.dwr.state.co.usNVellPermitSearchNiew.aspx?receipt=02437198 Receipt: 0243719B Permit: 10493 -AD Wdid: Not Reported Currstatus: Application Denied Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SW Q10: Not Reported Coordew: 1600 Coordewdir: E Coordns: 800 Coordnsdir: S Utmx: 490122.5 Utmy: 4404005 Locaccurac: Spotted from section lines Latdecdeg: 39.785936 Longdecdeg: -105.115357 Usel: OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1984-06-19 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-84 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: ADOLPH COORS CO Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490122.5 Disputmy: 4404005 Latitude: 39.785935897 Longitude: -105.115356778 Site id: C06000000299609 U69 WSW CO WELLS C06000000077402 112 -1 Mile Higher Fid: 77401 Objectid: 77402 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchN!ew.aspx?receipt=9034897 Receipt: 9034897 Permit: 122796- Wdid: 0705375 Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 1810 Coordewdir: E Coordns: 2420 Coordnsdir: S Utmx: 488448.7 Utmy: 4404488.7 Locaccurac: Spotted from section lines Latdecdeg: 39.790273 Longdecdeg: -105.134913 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1928-10-22 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-85 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: JOSS LTD Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488448.7 Disputmy: 4404488.7 Latitude: 39.7902730098 Longitude: -105.134913122 Site id: C06000000077402 U70 WSW 1/2 -1 Mile Higher Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: CO WELLS 006000000196585 196584 Objectid: 196585 http://www.dwr. state. co. us/WeliPermitSearchNiew.aspx?receipt=0005510 0005510 Permit: 9867 -AD Not Reported Currstatus: Application Denied Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported STANLEY HEIGHTS Not Reported Lot: 13 Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section: 17 SE Q40: NW Not Reported Coordew: 1820 E Coordns: 2400 S 488445.7 4404482.5 Spotted from section lines 39.790217 -105.134948 COMMERCIAL Use2: Not Reported Not Reported Aquifers: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 1982-12-28 Not Reported Not Reported Not Reported Not Reported Not Reported Not Reported 0 0 0 0 Welldepth: Botperfcas: TC5127404.2s Page A-86 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: V71 North 1/2 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: GEOCHECK6- PHYSICAL SETTING SOURCE MAP FINDINGS WHEATRIDGE INDUSTRIAL CTR L 0 Ogcc api: 0 488445.7 4404482.5 39.7902171061 -105.134948052 C06000000196585 Not Reported CO WELLS C060000O0067741 67740 Objectid: 67741 hftp://www.dwr. state. co.us/Well PermitSearchNiew. aspx?receipt=9024719 9024719 Permit: 1031 - Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section: 9 SW Q40: NE Not Reported Coordew: 0 Not Reported Coordns: 0 Not Reported 489613.1 4405970.2 Spotted from quarters 39.803636 -105.121337 DOMESTIC Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 Not Reported 1 Not Reported Not Reported Not Reported 1958-04-22 Not Reported Not Reported Not Reported 0 Welldepth: 30 0 Botperfcas: 0 9 4 TC5127404.2s Page A-87 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: BRANDT WILLARD H Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489613 Disputmy: 4405970 Latitude: 39.8036364848 Longitude: -105.121337026 Site id: C06000000067741 V72 Not Reported North CO WELLS C06000000067702 1/2 -1 Mile Lower Fid: 67701 Objectid: 67702 Moreinfo: http://www.dwr.state.co.us[WellPermitSearchNiew.aspx?receipt=9024680 Receipt: 9024680 Permit: 862- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489613.1 Utmy: 4405970.2 Locaccurac: Spotted from quarters Latdecdeg: 39.803636 Longdecdeg: -105.121337 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1958-02-01 Permexpire: Not Reported Wel Iconstr: 1958-03-27 Firstbenef: 1958-03-27 Pumpinstal: Not Reported Weliplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 180 Topperfcas: 19 Botperfcas: 180 Yield: 3 Staticwl: 20 TC5127404.2s Page A-88 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: STEPPS WILBER Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489642.5 Disputmy: 4405975.2 Latitude: 39.8036364848 Longitude: -105.121337026 Site id: 006000000067702 V73 North CO WELLS C06000000068282 1/2 -1 Mile Lower Fid: 68281 Objectid: 68282 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9025268 Receipt: 9025268 Permit: 4012- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 9 Q160: SW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489613.1 Utmy: 4405970.2 Locaccurac: Spotted from quarters Latdecdeg: 39.803636 Longdecdeg: -105.121337 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Fi rstbenef: 1959-07-26 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 9 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 3 TC5127404.2s Page A-89 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS ATKINS JIM 3 0 489623.3 4405998.2 39.8036364848 -105.121337026 C06000000068282 Ogcc api: Not Reported V74 North CO WELLS C06000000071738 112 -1 Mile Lower Fid: 71737 Objectid: 71738 Moreinfo: http://www.dwr.state.co.usMellPermitSearchNiew.aspx?receipt=9028863 Receipt: 9028863 Permit: 34447- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489613.1 Utmy: 4405970.2 Locaccurac: Spotted from quarters Latdecdeg: 39.803636 Longdecdeg: -105.121337 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1968-07-08 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 50 Topperfcas: 0 Botperfcas: 0 Yield: 4 Staticwl: 12 TC5127404.2s Page A-90 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: WILLIS STEVEN Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489639 Disputmy: 4405985 Latitude: 39.8036364848 Longitude: -105.121337026 Site id: 006000000071738 V75 Not Reported North CO WELLS C08000000068300 1/2 -1 Mile Lower Fid: 68299 Objectid: 68300 Moreinfo: http://www.dwr.state. co.us/WellPermitSearchNiew.aspx?receipt=9025286 Receipt: 9025286 Permit: 4095- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489613.1 Utmy: 4405970.2 Locaccurac: Spotted from quarters Latdecdeg: 39.803636 Longdecdeg: -105.121337 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1959-08-21 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 415 Topperfcas: 0 Botperfcas: 0 Yield: 12 Staticwl: 250 TC5127404.2s Page A-91 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: ATKINS JAMES C Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489632.3 Disputmy: 4405993 Latitude: 39.8036364848 Longitude: -105.121337026 Site id: 006000000068300 76 Not Reported NNW CO WELLS C06000000483174 112 -1 Mile Lower Fid: 483173 Objectid: 483174 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0900658 Receipt: 0900658 Permit: 5501- Wdid: Not Reported Currstatus: Permit Canceled Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: UNKNOWN Desigbasin: Not Reported Subdivname: SPRING VALLEY Filing: Not Reported Lot: 5 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489209.3 Utmy: 4405971.2 Locaccurac: Spotted from quarters Latdecdeg: 39.80364 Longdecdeg: -105.126054 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-92 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: SAVARESE HAROLD P Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489209.3 Disputmy: 4405971.2 Latitude: 39.803640467 Longitude: -105.126054116 Site id: 006000000483174 77 SW CO WELLS 006000000070469 1/2 -1 Mile Lower Fid: 70468 Objectid: 70469 Moreinfo: http://www.dwr.state.co.ustWeliPermitSearch/View.aspx?receipt=9027500 Receipt: 9027500 Permit: 21552- Wdid: Not Reported Currstatus: Well Constructed Weliname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 17 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488798.8 Utmy: 4403954.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785466 Longdecdeg: -105.130815 Use1: STOCK Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1964-09-18 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 50 Topperfcas: 0 Botperfcas: 0 Yield: 30 Staticwl: 11 TC5127404.2s Page A-93 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: MOORE CHARLES R Completewe: 1 Ogjobbatch: 0 Disputmx: 488798.8 Disputmy: 4403954.7 Latitude: 39.7854662926 Longitude: -105.130815035 Site id: C06000000070469 W78 SSW 1/2 -1 Mile Lower . Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Ogcc api: Not Reported CO WELLS C06000000070654 70653 Objectid: 70654 http://www. dwr.state. co. us/WellPermitSearchNiew. aspx?receipt=9027684 9027684 Permit: 23527-F Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 16 SW Q40: SW Not Reported Coordew: 300 W Coordns: 100 S 489092 4403785.2 Spotted from section lines 39.783943 -105.127388 COMMERCIAL Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 Not Reported Not Reported Not Reported 1978-01-10 Not Reported Not Reported Not Reported 0 0 45 20 Welldepth: 40 Botperfcas: 0 TC5127404.2s Page A-94 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: KUNZ CONSTRUCTION CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489092 Disputmy: 4403785.2 Latitude: 39.783942887 Longitude: -105.127388043 Site id: 006000000070654 79 Not Reported SSE CO WELLS C06000000262796 1/2 -1 Mile Lower Fid: 262794 Objectid: 262795 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0086144 Receipt: 0086144 Permit: 22914-F Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SW Q10: Not Reported Coordew: 1876 Coordewdir: E Coordns: 315 Coordnsdir: S Utmx: 490036.8 Utmy: 4403856.7 Locaccurac: Spotted from section lines Latdecdeg: 39.784599 Longdecdeg: -105.116355 Usel : COMMERCIAL Use2: Not Reported Specialuse: Not Reported Aquiferl ARAPAHOE Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1977-11-10 Permexpire: Not Reported Wellconstr: 1977-11-16 Firstbenef: Not Reported Pum pinstal: 1977-11-17 Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 505 Topperfcas: 320 Botperfcas: 480 Yield: 0 Staticwl: 8 TC5127404.2s Page A-95 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: MILLER JAMES & ASSOCIATES Completewe: 1 Ogcc api: Ogjobbatch: 0 Disputmx: 490036.8 Disputmy: 4403856.7 Latitude: 39.7845986978 Longitude: -105.116355394 Site id: C06000000262795 X80 ENE 112 -1 Mile Lower Org. identifier: USGS-CO Objectid: Formal name: USGS Colorado Water Science Center Monloc Identifier: USGS-394757105063801 Receipt: Monloc name: SCO0306933DDD USGS 394757105063801 Monloc type: Well Not Reported Monloc desc: Not Reported Wellname: Huc code: 10190004 Drainagearea value: Drainagearea Units: Not Reported Contrib drainagearea: Contrib drainagearea units: Not Reported Latitude: Longitude: -105.111096 Sourcemap scale: Horiz Acc measure: 1 Horiz Acc measure units: Horiz Collection method: Interpolated from map Horiz coord refsys: NAD83 Vert measure val: Vert measure units: feet Vertacc measure val: Vert accmeasure units: feet Vertcollection method: Interpolated from topographic map Vert coord refsys: NGVD29 Countrycode: Aquifername: Not Reported Formation type: Not Reported Aquifer type: Not Reported Construction date: 19470101 Welldepth: Welldepth units: ft Wellholedepth: Wellholedepth units: Not Reported Ground -water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel Not Reported FED USGS USGS40000212094 Not Reported Not Reported 39.7991533 12500 minutes 5558.00 2 US 680 Not Reported 1956-03-20 520.00 81 NW CO WELLS C06000000277044 112 -1 Mile Lower Fid: 277043 Objectid: 277044 Moreinfo: http://www.dwr.state.co.usMellPermitSearchNiew.aspx?receipt=0200261 Receipt: 0200261 Permit: 112172--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-96 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SE Q10: Not Reported Coordew: 1140 Coordewdir: E Coordns: 1200 Coordnsdir: S Utmx: 488657.2 Utmy: 4405732 Locaccurac: Spotted from section lines Latdecdeg: 39.801478 Longdecdeg: -105.132499 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1979-12-19 Permexpire: Not Reported Wellconstr: 1981-06-25 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 380 Topperfcas: 325 Botperfcas: 380 Yield: 20 Staticwl: 235 Applicantn: FULCHER R A Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488657.2 Disputmy: 4405732 Latitude: 39.8014780688 Longitude: -105.132499451 Site id: 006000000277044 82 South CO WELLS C06000000422373 112 - 7 Mile Lower Fid: 422372 Objectid: 422373 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0445884 Receipt: 0445884 Permit: 218437- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-97 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NE Q10: Not Reported Coordew: 3150 Coordewdir: E Coordns: 200 Coordnsdir: N Utmx: 489647.7 Utmy: 4403697.2 Locaccurac: Spotted from section lines Latdecdeg: 39.783157 Longdecdeg: -105.120897 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1999-06-18 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1947-06-01 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: CROSS LOUISE M Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489647.7 Disputmy: 4403697.2 Latitude: 39.7831569388 Longitude: -105.12089698 Site id: C06000000422373 Y83 WSW CO WELLS C06000000245469 112 -11 Mile Higher Fid: 245468 Objectid: 245469 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0045489 Receipt: 0045489 Permit: 45489 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-98 Y84 GEOCHECK%- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 1/2 -1 Mile Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Not Reported Caseno: Utmx: 488395.4 1 Wd: Utmy: 4404356 JEFFERSON Mgmtdist: Locaccurac: Spotted from quarters Not Reported Latdecdeg: 39.789076 Not Reported Longdecdeg: -105.135533 Not Reported Lot: Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl : ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2005-09-06 Permexpire: 2005-11-30 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 6 wells Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING COMPANY Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488421 Disputmy: 4404341 Latitude: 39.7890766435 Longitude: -105.13553329 Site id: C06000000245469 Y84 wsw CO WELLS C06000000232898 1/2 -1 Mile Higher Fid: 232897 Objectid: 232898 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0036287 Receipt: 0036287 Permit: 36287 -MH Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-99 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488395.3 Utmy: 4404356.2 Locaccurac: Spotted from quarters Latdecdeg: 39.789078 Longdecdeg: -105.135534 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1999-06-04 Permexpire: 1999-09-03 Wellconstr: 1999-08-20 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 4 wells Elev: 5500 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 10 Applicantn: PESTER MARKETING CO Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488405.3 Disputmy: 4404384.2 Latitude: 39.7890784439 Longitude: -105.135534462 Site id: C06000000232898 Y8s WSW CO WELLS C06000000068542 112 - 1 Mile Higher Fid: 68541 Objectid: 68542 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9025535 Receipt: 9025535 Permit: 5573- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-100 GEOCHECK0- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000233912 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE 040: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Well Constructed Wellname: Utmx: 488395.3 Not Reported Div: Utmy: 4404356.2 7 County: Locaccurac: Spotted from quarters UNKNOWN Desigbasin: Latdecdeg: 39.789078 Subdivname: Longdecdeg: -105.135534 Filing: Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1960-04-28 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 421 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 20 Applicantn: MCKEEY CLYDE Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488395 Disputmy: 4404356 Latitude: 39.7890784439 Longitude: -105.135534462 Site id: C06000000068542 Y86 WSW CO WELLS C06000000233912 1/2 -1 Mile Higher Fid: 233911 Objectid: 233912 Moreinfo: http://www.dwr.state.co.us/Wel[PermitSearchNiew.aspx?receipt=0037199 Receipt: 0037199 Permit: 37199 -MH Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: UNKNOWN Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-101 GEOCHECK@- PHYSICAL. SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000236211 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Well Constructed Wellname: Utmx: 488395.3 Not Reported Div: Utmy: 4404356.2 7 County: Locaccurac: Spotted from quarters Not Reported Desigbasin: Latdecdeg: 39.789078 Subdivname: Longdecdeg: -105.135534 Filing: Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1999-10-22 Permexpi re: 2000-01-22 Wellconstr: 1999-10-26 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 4 wells Elev: 5490 Welldepth: 14 Topperfcas: 4 Botperfcas: 14 Yield: 0 Staticwl: 8 Applicantn: PESTER MARKETING Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488414.3 Disputmy: 4404379 Latitude: 39.7890784439 Longitude: -105.135534462 Site id: C06000000233912 Y87 WSW CO WELLS C06000000236211 112 - 1 Mile Higher Fid: 236210 Objectid: 236211 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0038998 Receipt: 0038998 Permit: 38998 -MH Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-102 i GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488395.3 Utmy: 4404356.2 Locaccurac: Spotted from quarters Latdecdeg: 39.789078 Longdecdeg: -105.135534 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2000-11-08 Permexpire: 2001-02-08 Wellconstr: 2000-11-08 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 6 wells see 235214-235219 Elev: 5500 Welldepth: 19 Topperfcas: 17 Botperfcas: 19 Yield: 0 Staticwl: 10 Applicantn: PESTER MARKETING CO Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488424.5 Disputmy: 4404361.2 Latitude: 39.7890784439 Longitude: -105.135534462 Site id: C06000000236211 Y88 WSW CO WELLS C06000000235155 112 -1 Mile Higher Fid: 235154 Objectid: 235155 Moreinfo: http://www.dwr.state.co.us[WeliPermitSearch/View.aspx?receipt=0038177 Receipt: 0038177 Permit: 38177 -MH Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-103 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS 006000000242472 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW 010: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Permit Issued; Completion Status Unknown Wellname: Utmx: 488395.3 Not Reported Div: Utmy: 4404356.2 7 County: Locaccurac: Spotted from quarters Not Reported Desigbasin: Latdecdeg: 39.789078 Subdivname: Longdecdeg: -105.135534 Filing: Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2000-04-25 Permexpi re: 2000-07-25 Wellconstr: 2000-05-01 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 258557-258558 Elev: 0 Welldepth: 18 Topperfcas: 17 Botpertcas: 18 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488421 Disputmy: 4404371 Latitude: 39.7890784439 Longitude: -105.135534462 Site id: 006000000235155 Y89 WSW CO WELLS 006000000242472 1/2 -1 Mile Higher Fid: 242471 Objectid: 242472 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=0043304 Receipt: 0043304 Permit: 43304 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-104 GEOCH'ECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488395.3 Utmy: 4404356 Locaccurac: Spotted from quarters Latdecdeg: 39.789077 Longdecdeg: -105.135534 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-03-23 Permexpire: 2004-06-23 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: HERSHEY FOOD CORPORATION Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488424.5 Disputmy: 4404350.8 Latitude: 39.7890766426 Longitude: -105.135534458 Site id: C06000000242472 Z90 South CO WELLS C06000000450849 1/2 -1 Mile Lower Fid: 450848 Objectid: 450849 Moreinfo: http://www.dwr.state.co.usMellPermitSearchNiew.aspx?receipt=0490744 Receipt: 0490744 Permit: 240259- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-105 Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquiferl: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: Z91 South 112 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Not Reported 1 S 69.0 W NW Not Reported W N 489275 4403694.7 Spotted from section lines 39.78313 -105.125249 DOMESTIC Not Reported Not Reported 0 Not Reported 0 2002-04-19 Not Reported Not Reported 1930-01-31 Not Reported Not Reported Not Reported 0 0 15 0 HANSEN BRET 1 0 489275 4403694 39.7831297973 -105.125249422 006000000450849 Ctyparclid: Not Reported Township: 3.0 S Section : 21 Q40: NW Coordew: 900 Coordns: 200 Use2: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Welldepth: 0 Botperfcas: 0 Ogcc api: Not Reported CO WELLS C06000000462493 452492 Objectid: 452493 http://www.dwr.state.co. us/Well PermitSearch/View.aspx?receipt=0493666 0493666 Permit: 240259--A Not Reported Currstatus: Permit Issued; Completion Status Unknown Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported TC5127404.2s Page A-106 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Pa rcelsize: .93000001 Pm: S Range: 69.0 W Q160: NW Q10: Not Reported Coordewdir: W Coordnsdir: N Utmx: 489275 Utmy: 4403694.7 Locaccurac: Spotted from section lines Latdecdeg: 39.78313 Longdecdeg: -105.125249 Use1: DOMESTIC Specialuse: Not Reported Aquifer2: Not Reported Permitarea: 2800 Permitunit: SQ.FT. Annappropr: 0 Permissued: 2002-07-02 Permexpire: 2004-07-02 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: EMERGENCY REPLACEMENT Elev: 0 Topperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: HANSEN BRET Completewe: 2 Ogjobbatch: 0 Disputmx: 489285.3 Disputmy: 4403722.2 Latitude: 39.7831297973 Longitude: -105.125249422 Site id: C06000000452493 Ctyparclid: Not Reported Township: 3.0 S Section : 21 Q40: NW Coordew: 900 Coordns: 200 Use2: Not Reported Aquiferl: ALL UNNAMED AQUIFERS CHANGE OF SOURCE FROM ALLUVIUM TO TKD. VALLEY WATER DISTRICT WOULD I Welldepth: 0 Botperfcas: 0 Ogcc api: Not Reported W92 SSW CO WELLS C060000O0070604 112 -1 Mile Lower Fid: 70503 Objectid: 70504 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9027534 Receipt: 9027534 Permit: 22014-F Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-107 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SW Q40: SW Q10: Not Reported Coordew: 13 Coordewdir: W Coordns: 13 Coordnsdir: S Utmx: 489004.5 Utmy: 4403758.2 Locaccurac: Spotted from section lines Latdecdeg: 39.783698 Longdecdeg: -105.128409 Usel: COMMERCIAL Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 7 Permitunit: acres Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Fi rstbenef: 1978-01-10 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 42 Topperfcas: 0 Botperfcas: 0 Yield: 35 Staticwl: 10 Applicantn: KUNZ LEE R Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489004.5 Disputmy: 4403758.2 Latitude: 39.7836984881 Longitude: -105.128409449 Site id: C06000000070504 93 SW CO WELLS C06000000267059 112 -1 Mile Lower Fid: 267058 Objectid: 267059 Moreinfo: http://www.dwr.state.co.usfWeliPermitSearchNiew.aspx?receipt=0096877 Receipt: 0096877 Permit: 101301- Wdid: Not Reported Currstatus: Well Constructed Wellname: #2 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-108 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: SW Q10: Not Reported Coordew: 1520 Coordewdir: E Coordns: 1160 Coordnsdir: S Utmx: 488537.2 Utmy: 4404105.2 Locaccurac: Spotted from section lines Latdecdeg: 39.786819 Longdecdeg: -105.133873 Usel: HOUSEHOLD USE ONLY Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported An n a p p ro pr: .33000001 Permissued: 1978-08-25 Permexpire: Not Reported Wellconstr: 1978-09-11 Firstbenef: 1970-08-10 Pum pinsta I: 1978-09-13 Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 320 Topperfcas: 280 Botperfcas: 320 Yield: 6 Staticwl: 50 Applicantn: BARRY CABLE & EQUIPMENT CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488537.2 Disputmy: 4404105.2 Latitude: 39.7868188307 Longitude: -105.133872793 Site id: C06000000267059 X94 ENE FED USGS USGS40000212093 112 -1 Mile Lower Org.Identifier: USGS-CO Formal name: USGS Colorado Water Science Center Monloc Identifier: USGS-394757105063601 Monloc name: SCO0306933DDD USGS 394757105063601 Monloc type: Well Monloc desc: Not Reported Huc code: 10190004 Drainagearea value: Not Reported Drainagearea Units: Not Reported Contrib drainagearea: Not Reported Contrib drainagearea units: Not Reported Latitude: 39.7991533 Longitude: -105.1105405 Sourcemap scale: 12500 TC5127404.2s Page A-109 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Horiz Acc measure: 1 Horiz Acc measure units: minutes Horiz Collection method: Interpolated from map Horiz coord refsys: NAD83 Vert measure val: 5556.00 Vert measure units: feet Vertacc measure val: 2 Vert accmeasure units: feet Vertcollection method: Interpolated from topographic map Vert coord refsys: NGVD29 Countrycode: US Aquifername: Not Reported Formation type: Laramie Formation Aquifer type: Not Reported Construction date: 19470101 Welldepth: 163b Welldepth units: ft Wellholedepth: Not Reported Wellholedepth units: Not Reported Ground -water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel -------------------------------------------- 1956-02-12 417.00 AA95 NNE CO WELLS C06000000068063 112 -1 Mile Lower Fid: 68062 Objectid: 68063 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=9025048 Receipt: 9025048 Permit: 3093- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490016.9 Utmy: 4405969.7 Locaccurac: Spotted from quarters Latdecdeg: 39.803637 Longdecdeg: -105.11662 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported TC5127404.2s Page A-110 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1959-03-27 Pumpinstal: Not Reported Weliplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 150 Topperfcas: 0 Botperfcas: 0 Yield: 6 Staticwl: 45 Applicantn: MAGNUSON PAUL W Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490035.3 Disputmy: 4405992 Latitude: 39.8036368167 Longitude: -105.116619942 Site id: 006000000068063 AA96 NNE CO WELLS C06000000068152 112 -1 Mile Lower Fid: 68151 Objectid: 68152 Moreinfo: http://www.dwr.state. co.us/WellPermitSearchNiew.aspx?receipt=9025137 Receipt: 9025137 Permit: 3459- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490016.9 Utmy: 4405969.7 Locaccurac: Spotted from quarters Latdecdeg: 39.803637 Longdecdeg: -105.11662 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported TC5127404.2s Page A-111 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1958-08-02 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 100 Topperfcas: 0 Botperfcas: 0 Yield: 3 Staticwl: 60 Applicantn: SAVARESE HAROLD P Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490016 Disputmy: 4405969 Latitude: 39.8036368167 Longitude: -105.116619942 Site id: 006000000068152 AA97 NNE CO WELLS C06000000067890 1/2 -1 Mile Lower Fid: 67889 Objectid: 67890 Moreinfo: hftp://www.dwr.state.co.us/WelIPermitSearch/View.aspx?receipt=9024872 Receipt: 9024872 Permit: 2162- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490016.9 Utmy: 4405969.7 Locaccurac: Spotted from quarters Latdecdeg: 39.803637 Longdecdeg: -105.11662 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported TC5127404.2s Page A-112 GEOCH'ECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1958-10-16 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 170 Topperfcas: 0 Botperfcas: 0 Yield: 12 Staticwl: 85 Applicantn: OTTE HERBERT H Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490026.3 Disputmy: 4405997.2 Latitude: 39.8036368167 Longitude: -105.116619942 Site id: 006000000067890 AA98 NNE CO WELLS C06000000067995 112 -1 Mile Lower Fid: 67994 Objectid: 67995 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9024978 Receipt: 9024978 Permit: 2738-F Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490016.9 Utmy: 4405969.7 Locaccurac: Spotted from quarters Latdecdeg: 39.803637 Longdecdeg: -105.11662 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: Not Reported TC5127404.2s Page A-113 Fid: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Moreinfo: Wellconstr: Not Reported 9027172 Firstbenef: 1960-09-01 Wdid: Pumpinstal: Not Reported Well Constructed Wellplugge: Not Reported Caseno: Comment: Not Reported 1 Elev: 0 Welldepth: 50 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 12 Not Reported Applicantn: FORSBERG DEV CO Filing: Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Ctyparclid: Disputmx: 490045.5 0 Disputmy: 4405974.2 Pm: Latitude: 39.8036368167 3.0 S Longitude: -105.116619942 Section : Site id: C06000000067995 SE AA99 NW Q10: NNE Coordew: CO WELLS C06000000070153 1/2 - 1 Mile Not Reported Coordns: Lower Coordnsdir: Not Reported Fid: 70152 Objectid: 70153 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9027172 Receipt: 9027172 Permit: 18242- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490016.9 Utmy: 4405969.7 Locaccurac: Spotted from quarters Latdecdeg: 39.803637 Longdecdeg: -105.11662 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported TC5127404.2s Page A-114 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1963-12-20 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 325 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 240 Applicantn: THOMAS D W Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490035.3 Disputmy: 4405946 Latitude: 39.8036368167 Longitude: -105.116619942 Site id: 006000000070153 AA1NNE CO WELLS 006000000070154 NNE 1/2 -1 Mile Lower Fid: 70153 Objectid: 70154 Moreinfo: http://www.dwr.state.co.usMeliPermitSearchNiew.aspx?receipt=9027173 Receipt: 9027173 Permit: 18243- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490016.9 Utmy: 4405969.7 Locaccurac: Spotted from quarters Latdecdeg: 39.803637 Longdecdeg: -105.11662 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported TC5127404.2s Page A-115 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1963-12-14 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 325 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 245 Applicantn: THOMAS D W Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490042 Disputmy: 4405954 Latitude: 39.8036368167 Longitude: -105.116619942 Site id: C06000000070154 AA101 NNE CO WELLS C06000000068186 112 -1 Mile Lower Fid: 68185 Objectid: 68186 Moreinfo: http://www.dwr.state. co.us/WellPermitSearchNiew.aspx?receipt=9025171 Receipt: 9025171 Permit: 3563- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490016.9 Utmy: 4405969.7 Locaccurac: Spotted from quarters Latdecdeg: 39.803637 Longdecdeg: -105.11662 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported TC5127404.2s Page A-116 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Objectid: Wellconstr: Not Reported http://www.dwr.state.co.us/Well Pe rmitSearchNiew.aspx?receipt=9027161 Firstbenef: 1959-06-29 Permit: Pumpinstal: Not Reported Not Reported Wellplugge: Not Reported Wellname: Comment: Not Reported Not Reported Elev: 0 Welldepth: Topperfcas: 0 Botperfcas: Yield: 5 Desigbasin: Staticwl: 3 Applicantn: SHERRIFF ELMER R Completewe: 3 Ogcc api: Ogjobbatch: 0 Block: Disputmx: 490042 Not Reported Disputmy: 4405984 Latitude: 39.8036368167 S Longitude: -105.116619942 Range: Site id: 006000000068186 9 AA102 NNE 112 -1 Mile Lower 96 0 Not Reported CO WELLS 006000000070142 Fid: 70141 Objectid: 70142 Moreinfo: http://www.dwr.state.co.us/Well Pe rmitSearchNiew.aspx?receipt=9027161 Receipt: 9027161 Permit: 18094- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490016.9 Utmy: 4405969.7 Locaccurac: Spotted from quarters Latdecdeg: 39.803637 Longdecdeg: -105.11662 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported TC5127404.2s Page A-117 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1963-10-26 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 420 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 285 Applicantn: CAREY ENTERPRISES Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490045.5 Disputmy: 4405963.8 Latitude: 39.8036368167 Longitude: -105.116619942 Site id: C06000000070142 ABI03 WSW CO WELLS C06000000471464 1/2 -1 Mile Higher Fid: 471453 Objectid: 471454 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=0526949F Receipt: 0526949F Permit: 259016- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -6 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2270 Coordewdir: E Coordns: 2390 Coordnsdir: S Utmx: 488308.5 Utmy: 4404478.7 Locaccurac: Spotted from section lines Latdecdeg: 39.790181 Longdecdeg: -105.13655 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-09-02 TC5127404.2s Page A-118 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 1999-10-26 Firstbenef: Not Reported 1/2 -1 Mile Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported 73113 Elev: 0 Welldepth: 13 Topperfcas: 3 Botperfcas: 13 Yield: 0 Wdid: Staticwl: 0 Well Constructed Applicantn: PESTER MARKETING CO Caseno: Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 County: Disputmx: 488308.5 Not Reported Disputmy: 4404478.7 Latitude: 39.7901809939 RHODES Longitude: -105.136550402 Filing: Site id: 006000000471454 Not Reported 104 ENE CO WELLS C06000000073114 1/2 -1 Mile Lower Fid: 73113 Objectid: 73114 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9030240 Receipt: 9030240 Permit: 50780- Wdid: Not Reported Currstatus: Well Constructed Weliname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: RHODES Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: NW Q40: SE Q10: Not Reported Coordew: 20 Coordewdir: W Coordns: 60 Coordnsdir: N Utmx: 490630 Utmy: 4405344.5 Locaccurac: Spotted from section lines Latdecdeg: 39.79801 Longdecdeg: -105.10945 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1972-01-19 TC5127404.2s Page A-119 GE©CHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 1972-01-19 Firstbenef: 1972-01-19 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: WELL ADDRESS: 8371 W 50TH Elev: 0 Welldepth: 45 Topperfcas: 13 Botperfcas: 45 Yield: 15 Staticwl: 10 Applicantn: SEWALT JAKE Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490630 Disputmy: 4405344.5 Latitude: 39.7980106804 Longitude: -105.109448952 Site id: 006000000073114 Y106 WSW CO WELLS C06000000471456 112 - 1 Mile Higher Fid: 471454 Objectid: 471455 Moreinfo: http:/twviw.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0526949G Receipt: 0526949G Permit: 259017- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -7 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2230 Coordewdir: E Coordns: 2135 Coordnsdir: S Utmx: 488320.7 Utmy: 4404401.2 Locaccurac: Spotted from section lines Latdecdeg: 39.789483 Longdecdeg: -105.136407 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-09-02 TC5127404.2s Page A-120 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 2000-02-04 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 14 Toppertcas: 4 Botperfcas: 14 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488320.7 Disputmy: 4404401.2 Latitude: 39.789482878 Longitude: -105.136406533 Site id: 006000000471455 Y106 WSW CO WELLS C06000000471456 1/2 -1 Mile Higher Fid: 471455 Objectid: 471456 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=0526949H Receipt: 0526949H Permit: 259018- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -8 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2280 Coordewdir: E Coordns: 2135 Coordnsdir: S Utmx: 488305.5 Utmy: 4404400.7 Locaccurac: Spotted from section lines Latdecdeg: 39.789478 Longdecdeg: -105.136584 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-09-02 TC5127404.2s Page A-121 J GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 2000-02-04 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 14 Topperfcas: 4 Botperfcas: 14 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488305.5 Disputmy: 4404400.7 Latitude: 39.7894781647 Longitude: -105.136584051 Site id: C06000000471456 AB107 WSW CO WELLS C06000000444197 112 -1 Mile Higher Fid: 444196 Objectid: 444197 Moreinfo: http://www.dwr.state.co.us/WeliPerm!tSearchNiew.aspx?receipt=O479024D Receipt: 0479024D Permit: 235216- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Weliname: AS -5 Caseno: Not Reported Div: 1 Wd: 7 County: DENVER Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2463 Coordewdir: E Coordns: 2575 Coordnsdir: S Utmx: 488249.7 Utmy: 4404534.7 Locaccurac: Spotted from section lines Latdecdeg: 39.790685 Longdecdeg: -105.137238 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2001-08-02 TC5127404.2s Page A-122 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpi re: 2003-08-02 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488249.7 Disputmy: 4404534.7 Latitude: 39.7906847491 Longitude: -105.137238155 Site id: C06000000444197 AC108 SSE CO WELLS C06000000309732 1/2 -1 Mile Lower Fid: 309731 Objectid: 309732 Moreinfo: http://www.dwr.state.co.us[WeliPermitSearch/View.aspx?receipt=0260080A Receipt: 0260080A Permit: 150879- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2600 Coordewdir: E Coordns: 350 Coordnsdir: N Utmx: 489815.3 Utmy: 4403652.7 Locaccurac: Spotted from section lines Latdecdeg: 39.782758 Longdecdeg: -105.118939 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 1 Permissued: 1988-04-08 TC5127404.2s Page A-123 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 75 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 0 Applicantn: SCHAAD LINDA Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489815 Disputmy: 4403652 Latitude: 39.7827580104 Longitude: -105.118939015 Site id: C06000000309732 AC109 SSE CO WELLS C06000000309733 1/2 -1 Mile Lower Fid: 309732 Objectid: 309733 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0260080B Receipt: 02600808 Permit: 150879--A Wdid: Not Reported Currstatus: Permit Expired Wellname: REPLACE LR Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2600 Coordewdir: E Coordns: 350 Coordnsdir: N Utmx: 489815.3 Utmy: 4403652.7 Locaccurac: Spotted from section lines Latdecdeg: 39.782758 Longdecdeg: -105.118939 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1988-04-08 TC5127404.2s Page A-124 GEOCH'ECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpi re: 1990-04-08 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: SCHAAD LINDA Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489825.3 Disputmy: 4403680.2 Latitude: 39.7827580104 Longitude: -105.118939015 Site id: 006000000309733 A13111WSW WSW CO WELLS C06000000444199 112 -1 Mile Higher Fid: 444198 Objectid: 444199 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=O479024F Receipt: 0479024F Permit: 235219- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: AS -7 Caseno: Not Reported Div: 1 Wd: 7 County: DENVER Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2403 Coordewdir: E Coordns: 2368 Coordnsdir: S Utmx: 488268 Utmy: 4404471.7 Locaccurac: Spotted from section lines Latdecdeg: 39.790117 Longdecdeg: -105.137023 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2001-08-02 TC5127404.2s Page A-125 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpi re: 2003-08-02 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488268 Disputmy: 4404471.7 Latitude: 39.790117365 Longitude: -105.137023294 Site id: 006000000444199 AB111 WSW CO WELLS 006000000471450 112 -1 Mile Higher Fid: 471449 Objectid: 471450 Moreinfo: http://www.dwr.state.co.usNVeliPermitSearchtView.aspx?receipt=0526949B Receipt: 05269498 Permit: 259012- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -2 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2445 Coordewdir: E Coordns: 2480 Coordnsdir: S Utmx: 488255.2 Utmy: 4404505.7 Locaccurac: Spotted from section lines Latdecdeg: 39.790424 Longdecdeg: -105.137173 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-09-02 TC5127404.2s Page A-126 GEOCHECK6- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 1999-08-20 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488255.2 Disputmy: 4404505.7 Latitude: 39.790423532 Longitude: -105.137173399 Site id: 006000000471450 ABI WSW sw CO WELLS C06000000444196 112 - 1 Mile Higher Fid: 444195 Objectid: 444196 Moreinfo: http://www.dwr.state.co.usfWeliPermitSearch/View.aspx?receipt=0479024C Receipt: 0479024C Permit: 235217- Wdid: Not. Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: AS -4 Caseno: Not Reported Div: 1 Wd: 7 County: DENVER Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2489 Coordewdir: E Coordns: 2625 Coordnsdir: S Utmx: 488241.7 Utmy: 4404549.7 Locaccurac: Spotted from section lines Latdecdeg: 39.79082 Longdecdeg: -105.137332 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifer1. ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2001-08-02 TC5127404.2s Page A-127 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 2003-08-02 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488241.7 Disputmy: 4404549.7 Latitude: 39.7908197904 Longitude: -105.137331859 Site id: C06000000444196 AB113 WSW CO WELLS C06000000471453 112 - 1 Mile Higher Fid: 471452 Objectid: 471453 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew. aspx?receipt=0526949E Receipt: 0526949E Permit: 259015- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -5 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2350 Coordewdir: E Coordns: 2170 Coordnsdir: S Utmx: 488284.1 Utmy: 4404411.7 Locaccurac: Spotted from section lines Latdecdeg: 39.789577 Longdecdeg: -105.136834 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-09-02 TC5127404.2s Page A-128 GEQCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 1999-10-26 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 14 Topperfcas: 4 Botperfcas: 14 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488284.1 Disputmy: 4404411.7 Latitude: 39.7895769813 Longitude: -105.136834184 Site id: C06000000471453 X114 ENE CO WELLS C060 1/2 -1 Mile Lower Fid: 349287 Objectid: 349288 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0339261 B Receipt: 0339261B Permit: 164955--A Wdid: Not Reported Currstatus: Permit Expired Wellname: 2-A Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: SE Q10: Not Reported Coordew: 200 Coordewdir: E Coordns: 600 Coordnsdir: S Utmx: 490562.7 Utmy: 4405545.7 Locaccurac: Spotted from section lines Latdecdeg: 39.799823 Longdecdeg: -105.110238 Use1: DOMESTIC Use2: STOCK Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1992-07-02 TC5127404.2s Page A-129 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpi re: 1995-07-02 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: FURBER THOMAS R Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490562.7 Disputmy: 4405545.7 Latitude: 39.7998227685 Longitude: -105.110237962 Site id: 006000000349288 AD115 WNW CO WELLS C06000000218242 112 -1 Mile Lower Fid: 218241 Objectid: 218242 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=O024330A Receipt: 0024330A Permit: 24330 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW 010: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488396.9 Utmy: 4405565.2 Locaccurac: Spotted from quarters Latdecdeg: 39.799972 Longdecdeg: -105.135537 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-09-13 TC5127404.2s Page A-130 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 1994-12-13 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: AMOCO OIL COMPANY Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488396.9 Disputmy: 4405565.2 Latitude: 39.7999716747 Longitude: -105.135537153 Site id: C06000000218242 AD116 WNW CO WELLS C06000000247743 112 -1 Mile Lower Fid: 247742 Objectid: 247743 Moreinfo: hftp://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0047502 Receipt: 0047502 Permit: 47502 -MH Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488397 Utmy: 4405565.5 Locaccurac: Spotted from quarters Latdecdeg: 39.79997 Longdecdeg: -105.13554 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: QUATERNARY ALLUVIUM Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2007-10-31 TC5127404.2s Page A-131 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 2008-01-29 Wellconstr: 2007-11-06 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2009-03-06 Comment: Four (4) holes to be constructed Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: MORRISON HOMES OF COLORADO INC Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488397 Disputmy: 4405565 Latitude: 39.7999743789 Longitude: -105.135535991 Site id: 006000000247743 AD117 WNW CO WELLS C06000000247833 1/2 - 1 Mile Lower Fid: 247832 Objectid: 247833 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=0047582 Receipt: 0047582 Permit: 47582 -MH Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488397 Utmy: 4405565.5 Locaccurac: Spotted from quarters Latdecdeg: 39.79997 Longdecdeg: -105.13554 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: QUATERNARY ALLUVIUM Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2009-03-06 TC5127404.2s Page A-132 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 2008-03-16 Wellconstr: 2007-12-19 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Three (3) holes to be constructed Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: MORRISON HOMES OF COLORADO Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488407.3 Disputmy: 4405593.2 Latitude: 39.7999743789 Longitude: -105.135535991 Site id: 006000000247833 AE118 NNW CO WELLS C06000000069698 112 -11 Mile Lower Fid: 69597 Objectid: 69598 Moreinfo: hftp://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9026614 Receipt: 9026614 Permit: 13386- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488805.1 Utmy: 4405970.2 Locaccurac: Spotted from quarters Latdecdeg: 39.803626 Longdecdeg: -105.130776 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported TC5127404.2s Page A-133 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1962-09-11 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 400 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 140 Applicantn: GREEN TOM Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488805 Disputmy: 4405970 Latitude: 39.8036262317 Longitude: -105.130775847 Site id: 006000000069598 AE119 NNW CO WELLS C06000000070884 112 - 1 Mile Lower Fid: 70883 Objectid: 70884 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9027916 Receipt: 9027916 Permit: 26144- Wdid: Not Reported Currstatus: Well Constructed Weliname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 8 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488805.1 Utmy: 4405970.2 Locaccurac: Spotted from quarters Latdecdeg: 39.803626 Longdecdeg: -105.130776 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported TC5127404.2s Page A-134 GEOCH'ECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1965-12-30 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 60 Topperfcas: 0 Botperfcas: 0 Yield: 5 Staticwl: 10 Applicantn: TUBACH HOWARD L. & MRS. HOWARD L. Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488815.3 Disputmy: 4405998.2 Latitude: 39.8036262317 Longitude: -105.130775847 Site id: C06000000070884 NNW NNW CO WELLS C06000000484451 112 -1 Mile Lower Fid: 484450 Objectid: 484451 Moreinfo: http://www.dwr.state. co. us/WellPermitSearchNiew.aspx?receipt=0902248 Receipt: 0902248 Permit: 27956- Wdid: Not Reported Currstatus: Permit Expired Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488805.1 Utmy: 4405970.2 Locaccurac: Spotted from quarters Latdecdeg: 39.803626 Longdecdeg: -105.130776 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1966-07-07 TC5127404.2s Page A-135 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: LEONARD HAROLD E Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488824.3 Disputmy: 4405993 Latitude: 39.8036262317 Longitude: -105.130775847 Site id: CO6000000484451 AB121 WSW CO WELLS CO6000000471451 1/2 -1 Mile Higher Fid: 471450 Objectid: 471451 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0526949C Receipt: 0526949C Permit: 259013- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -3 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2455 Coordewdir: E Coordns: 2370 Coordnsdir: S Utmx: 488252.1 Utmy: 4404472.2 Locaccurac: Spotted from section lines Latdecdeg: 39.790122 Longdecdeg: -105.137209 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-09-02 TC5127404.2s Page A-136 TC5127404.2s Page A-137 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 1999-08-20 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488252.1 Disputmy: 4404472.2 Latitude: 39.7901216512 Longitude: -105.137209006 Site id: C06000000471451 AB122 WSW CO WELLS C06000000444198 1/2 -1 Mile Higher Fid: 444197 Objectid: 444198 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch[View.aspx?receipt=0479024E Receipt: 0479024E Permit: 235218- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: AS -6 Caseno: Not Reported Div: 1 Wd: 7 County: DENVER Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 0160: SE Q40: NW Q10: Not Reported Coordew: 2482 Coordewdir: E Coordns: 2393 Coordnsdir: S Utmx: 488243.9 Utmy: 4404479.2 Locaccurac: Spatted from section lines Latdecdeg: 39.790185 Longdecdeg: -105.137305 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Perm issued: 2001-08-02 TC5127404.2s Page A-137 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpi re: 2003-08-02 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488243.9 Disputmy: 4404479.2 Latitude: 39.7901846082 Longitude: -105.137304902 Site id: C06000000444198 AB123 WSW CO WELLS 006000000471457 112 -11 Mile Higher Fid: 471456 Objectid: 471457 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=05269491 Receipt: 05269491 Permit: 258556- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -9 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2525 Coordewdir: E Coordns: 2435 Coordnsdir: S Utmx: 488230.8 Utmy: 4404492 Locaccurac: Spotted from section lines Latdecdeg: 39.7903 Longdecdeg: -105.137458 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-08-05 TC5127404.2s Page A-138 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 2000-05-01 Firstbenef: Not Reported Pumpinstai: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488230.8 Disputmy: 4404492 Latitude: 39.7902997565 Longitude: -105.137458132 Site id: C06000000471457 WSWSW W CO WELLS COti0000O0444194 1/2 -1 Mile Higher Fid: 444193 Objectid: 444194 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=0479024A Receipt: 0479024A Permit: 235214- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: AS -2 Caseno: Not Reported Div: 1 Wd: 7 County: DENVER Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2562 Coordewdir: E Coordns: 2538 Coordnsdir: S Utmx: 488219.5 Utmy: 4404523.2 Locaccurac: Spotted from section lines Latdecdeg: 39.790581 Longdecdeg: -105.137591 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2001-08-02 TC5127404.2s Page A-139 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 2003-08-02 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488219.5 Disputmy: 4404523.2 Latitude: 39.7905807155 Longitude: -105.13759067 Site id: 006000000444194 AB125 WSW CO WELLS C06000000444195 1/2 -1 Mile Higher Fid: 444194 Objectid: 444195 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=0479024B Receipt: 0479024B Permit: 235215- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: AS -3 Caseno: Not Reported Div: 1 Wd: 7 County: DENVER Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2570 Coordewdir: E Coordns: 2565 Coordnsdir: S Utmx: 488217.1 Utmy: 4404531.7 Locaccurac: Spotted from section lines Latdecdeg: 39.790657 Longdecdeg: -105.137619 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2001-08-02 TC5127404.2s Page A-140 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 2003-08-02 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488217.1 Disputmy: 4404531.7 Latitude: 39.7906572685 Longitude: -105.137618853 Site id: C06000000444195 AF126 SE CO WELLS C06000000215682 112 - 1 Mile Lower Fid: 215681 Objectid: 215682 Moreinfo: http://www.dwr.state. co.us/WellPermitSearchNiew.aspx?receipt=0022328 Receipt: 0022328 Permit: 22328 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490408.8 Utmy: 4403962.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785558 Longdecdeg: -105.112013 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl : ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-02-18 TC5127404.2s Page A-141 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 1994-05-18 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 188114-188115 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: AMOCO Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490434 Disputmy: 4403977 Latitude: 39.7855580442 Longitude: -105.112012543 Site id: C06000000215682 AF127 SE CO WELLS C06000000215276 112 -1 Mile Lower Fid: 215275 Objectid: 215276 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0021979 Receipt: 0021979 Permit: 21979 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490408.8 Utmy: 4403962.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785558 Longdecdeg: -105.112013 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1993-12-09 TC5127404.2s Page A-142 GEQCHECK8- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 1994-03-09 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: X -REF 177635-177636 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: AMOCO OIL COMPANY Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490427.3 Disputmy: 4403985 Latitude: 39.7855580442 Longitude: -105.112012543 Site id: CO6000000215276 AF128 SE CO WELLS CO6000000210943 112 -1 Mile Lower Fid: 210942 Objectid: 210943 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0018586 Receipt: 0018586 Permit: 18586 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490408.8 Utmy: 4403962.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785558 Longdecdeg: -105.112013 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1992-01-14 TC5127404.2s Page A-143 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 1992-04-13 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: X -REF 177649-177652 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: AMOCO OIL CO Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490418.3 Disputmy: 4403990.2 Latitude: 39.7855580442 Longitude: -105.112012543 Site id: C06000000210943 AF129 SE CO WELLS C06000000219875 112 -1 Mile Lower Fid: 219874 Objectid: 219875 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=0025401 Receipt: 0025401 Permit: 25401 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490408.8 Utmy: 4403962.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785558 Longdecdeg: -105.112013 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1995-03-28 TC5127404.2s Page A-144 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 1995-06-28 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: COORS BREWING CO Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490437.5 Disputmy: 4403967.2 Latitude: 39.7855580442 Longitude: -105.112012543 Site id: C06000000219875 AF130 SE CO WELLS 006000000483306 112 -1 Mile Lower Fid: 483305 Objectid: 483306 Moreinfo: hftp://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0900815 Receipt: 0900815 Permit: 7059- Wdid: Not Reported Currstatus: Permit Canceled Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: UNKNOWN Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490408.8 Utmy: 4403962.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785558 Longdecdeg: -105.112013 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported TC5127404.2s Page A-145 Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Not Reported Not Reported Not Reported Not Reported Not Reported Not Reported 0 0 0 0 KING OF GLORY CHURCH 0 0 490408 4403962 39.7855580442 -105.112012543 C06000000483306 Welldepth: Botperfcas: Ogcc api: Not Reported AF131 SE CO WELLS C060000O0242605 112 -1 Mile Lower Fid: 242604 Objectid: 242605 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0043374 Receipt: 0043374 Permit: 43374 -DW Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490408.8 Utmy: 4403962.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785558 Longdecdeg: -105.112013 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-04-08 TC5127404.2s Page A-146 GEOCHECK(D- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 2005-04-08 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: RIDGE VENTURES LLC Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490434 Disputmy: 4403947 Latitude: 39.7855580442 Longitude: -105.112012543 Site id: 006000000242605 AF132 SE CO WELLS C06000000231100 112 -1 Mile Lower Fid: 231099 Objectid: 231100 Moreinfo: http://www.dwr.state.co.usMeliPermitSearchN!ew.aspx?receipt=0034600 Receipt: 0034600 Permit: 34600 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490408.8 Utmy: 4403962.7 Locaccurac: Spotted from quarters Latdecdeg: 39.785558 Longdecdeg: -105.112013 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1998-09-25 TC5127404.2s Page A-147 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: 1998-12-25 Weliconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 214635-214638 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: EQUILON INC Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490437.5 Disputmy: 4403956.8 Latitude: 39.7855580442 Longitude: -105.112012543 Site id: 006000000231100 AB133 WSW CO WELLS C06000000471458 1/2 -1 Mile Higher Fid: 471457 Objectid: 471458 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=0526949J Receipt: 0526949J Permit: 258557- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -10 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2550 Coordewdir: E Coordns: 2440 Coordnsdir: S Utmx: 488223.2 Utmy: 4404493.5 Locaccurac: Spotted from section lines Latdecdeg: 39.790313 Longdecdeg: -105.137547 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-08-05 TC5127404.2s Page A-148 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 2000-05-01 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488223.2 Disputmy: 4404493.5 Latitude: 39.7903131663 Longitude: -105.137546922 Site id: C06000000471458 AB134 WSW CO WELLS C06000000471469 1/2 -1 Mile Higher Fid: 471458 Objectid: 471459 Moreinfo: hftp://www.dwr.state.co.us/WeliPermitSearchIView.aspx?receipt=0526949K Receipt: 0526949K Permit: 258558- Wdid: Not Reported Currstatus: Well Constructed Wellname: AS -1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2575 Coordewdir: E Coordns: 2445 Coordnsdir: S Utmx: 488215.6 Utmy: 4404495 Locaccurac: Spotted from section lines Latdecdeg: 39.790327 Longdecdeg: -105.137636 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-08-05 TC5127404.2s Page A-149 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 2000-05-01 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 18 Topperfcas: 17 Botperfcas: 18 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488215.6 Disputmy: 4404495 Latitude: 39.790326577 Longitude: -105.137635713 Site id: C06000000471459 AG135 SSW CO WELLS 006000000196243 1/2 - 1 Mile Lower Fid: 196242 Objectid: 196243 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0005084 Receipt: 0005084 Permit: 112984--A Wdid: Not Reported Currstatus: Not Reported Wellname: Not Reported Caseno: W7311 Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: JENSEN Filing: Not Reported Lot: 5 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 20 Q160: NE Q40: SW Q10: Not Reported Coordew: 241 Coordewdir: E Coordns: 245 Coordnsdir: N Utmx: 488927.3 Utmy: 4403679 Locaccurac: Spotted from section lines Latdecdeg: 39.782984 Longdecdeg: -105.12931 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1980-02-22 TC5127404.2s Page A-150 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: SEE ALSO 68WCB C300068 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: BONGER W B Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488927.3 Disputmy: 4403679 Latitude: 39.7829838859 Longitude: -105.129309681 Site id: 006000000196243 AB136 Not Reported WSW CO WELLS C06000000471449 112 -1 Mile Higher Fid: 471448 Objectid: 471449 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=0526949A Receipt: 0526949A Permit: 259011- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2600 Coordewdir: E Coordns: 2500 Coordnsdir: S Utmx: 488207.9 Utmy: 4404511.7 Locaccurac: Spotted from section lines Latdecdeg: 39.790477 Longdecdeg: -105.137726 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-09-02 TC5127404.2s Page A-151 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 1999-08-20 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488207.9 Disputmy: 4404511.7 Latitude: 39.7904769383 Longitude: -105.137725945 Site id: C06000000471449 AH137 NW CO WELLS C060000O0076283 1/2 -1 Mile Lower Fid: 76282 Objectid: 76283 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9033524 Receipt: 9033524 Permit: 93652- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 1880 Coordewdir: E Coordns: 1075 Coordnsdir: S Utmx: 488431.1 Utmy: 4405692.5 Locaccurac: Spotted from section lines Latdecdeg: 39.801121 Longdecdeg: -105.13514 Usel: HOUSEHOLD USE ONLY Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported An nappro pr: .33000001 Permissued: Not Reported TC5127404.2s Page A-152 Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: AH138 NW 112 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewd ir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: GEOCH'ECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Not Reported Not Reported 1944-12-30 Not Reported Not Reported Not Reported 0 0 0 0 SLEYSTER MILTON 1 0 488431 4405692 39.801119125 -105.135139906 006000000076283 Welldepth: Botperfcas: Ogcc api: Not Reported CO WELLS C06000000262492 262491 Objectid: 262492 http://www.dwr.state. co.us/Weli PermitSearchNiew. aspx?receipt=0085168 0085168 Permit: 93652--A Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 8 SE Q40: SW Not Reported Coordew: 1880 E Coordns: 1075 S 488431.1 4405692.5 Spotted from section lines 39.801121 -105.13514 HOUSEHOLD USE ONLY Use2: Not Reported Not Reported Aquiferl ALL UNNAMED AQUIFERS Not Reported 0 acres 0 1977-10-18 TC5127404.2s Page A-153 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Wellconstr: 1978-03-23 Firstbenef: Not Reported Pu m pi nsta I: 1978-03-23 Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 430 Topperfcas: 210 Botperfcas: 420 Yield: 9 Staticwl: 150 Applicantn: SLEYSTER MILTON Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488441.3 Disputmy: 4405720.2 Latitude: 39.801119125 Longitude: -105.135139906 Site id: C06000000262492 AB139 WSW CO WELLS COfi0000O0471462 1/2 -1 Mile Higher Fid: 471451 Objectid: 471452 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0526949D Receipt: 0526949D Permit: 259014- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -4 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: NW Q10: Not Reported Coordew: 2580 Coordewdir: E Coordns: 2360 Coordnsdir: S Utmx: 488214 Utmy: 4404469.2 Locaccurac: Spotted from section lines Latdecdeg: 39.790094 Longdecdeg: -105.137654 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2004-09-02 TC5127404.2s Page A-154 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Permexpire: Not Reported Weliconstr: 1999-08-20 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: PESTER MARKETING CO Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488214 Disputmy: 4404469.2 Latitude: 39.7900940942 Longitude: -105.137653937 Site id: 006000000471452 AG1SSW SSW FED USGS USGS40000211957 1/2 - 1 Mile Lower Org.Identifier: USGS-CO Formal name: USGS Colorado Water Science Center Monloc Identifier: USGS-394658105074201 Monloc name: SC00306920ACC1 Monloc type: Well Monloc desc: Not Reported Huc code: 10190004 Drainagearea value: Not Reported Drainagearea Units: Not Reported Contrib drainagearea: Not Reported Contrib drainagearea units: Not Reported Latitude: 39.7827647 Longitude: -105.1288745 Sourcemap scale: Not Reported Horiz Acc measure: 1 Horiz Acc measure units: minutes Horiz Collection method: Interpolated from map Horiz coord refsys: NAD83 Vert measure val: 5422.00 Vert measure units: feet Vertacc measure val: 15 Vert accmeasure units: feet Vertcollection method: Unknown Vert coord refsys: NGVD29 Countrycode: US Aquifername: Not Reported Formation type: Not Reported Aquifer type: Not Reported Construction date: Not Reported Welldepth: 32 Welldepth units: ft Wellholedepth: Not Reported Wellholedepth units: Not Reported Ground -water levels, Number of Measurements: 0 AI141 South CO WELLS 006000000069315 112 -1 Mile Lower TC5127404.2s Page A-155 TC5127404.2s Page A-156 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 69314 Objectid: 69315 Moreinfo: http://www.dwr.state. co. us/WellPermitSearchNiew.aspx?receipt=9026327 Receipt: 9026327 Permit: 11355- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIME Filing: Not Reported Lot: 24 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489603.5 Utmy: 4403556.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78189 Longdecdeg: -105.121411 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1962-04-28 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 27 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 9 Applicantn: REHFELD KEITH Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489622.3 Disputmy: 4403579 Latitude: 39.7818904776 Longitude: -105.121410934 Site id: 006000000069315 AI142 South CO WELLS C060000O0069712 1/2 -1 Mile Lower TC5127404.2s Page A-156 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 69711 Objectid: 69712 Moreinfo: http://www.dwr.state.co.us/WeliPerm!tSearchNiew.aspx?receipt=9026729 Receipt: 9026729 Permit: 14301- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489603.5 Utmy: 4403556.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78189 Longdecdeg: -105.121411 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1963-03-02 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 32 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 8 Applicantn: BARRETT RALPH Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489629 Disputmy: 4403571 Latitude: 39.7818904776 Longitude: -105.121410934 Site id: 006000000069712 AI143 South CO WELLS C06000000068907 1/2 -1 Mile Lower TC5127404.2s Page A-157 GEOCHECKM- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 68906 Objectid: 68907 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9025909 Receipt: 9025909 Permit: 7939- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: BAR HEIGHTS Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NE 010: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489603.5 Utmy: 4403556.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78189 Longdecdeg: -105.121411 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1962-03-10 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 14 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 10 Applicantn: HUBBARD HARLAN E Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489613.3 Disputmy: 4403584.2 Latitude: 39.7818904776 Longitude: -105.121410934 Site id: C06000000068907 A1144 South CO WELLS 006000000069276 1/2 -1 Mile Lower TC5127404.2s Page A-158 TC5127404.2s Page A-159 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 69275 Objectid: 69276 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9026288 Receipt: 9026288 Permit: 11009- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489603.5 Utmy: 4403556.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78189 Longdecdeg: -105.121411 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1 ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1962-02-21 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 22 Topperfcas: 0 Botperfcas: 0 Yield: 6 Staticwl: 6 Applicantn: YOUNG LESTER Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489603 Disputmy: 4403556 Latitude: 39.7818904776 Longitude: -105.121410934 Site id: 006000000069276 AI145 South CO WELLS C06000000070971 1/2 -1 Mile Lower TC5127404.2s Page A-159 TC5127404.2s Page A-160 GEOCHECK@ • PHYSICAL SETTING SOURCE MAP FINDINGS L Fid: 70970 Objectid: 70971 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9028005 Receipt: 9028005 Permit: 27004- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489603.5 Utmy: 4403556.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78189 Longdecdeg: -105.121411 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1966-04-28 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welidepth: 32 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 10 Applicantn: MUNRO D L Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489629 Disputmy: 4403541 Latitude: 39.7818904776 Longitude: -105.121410934 Site id: 006000000070971 A1146 South CO WELLS C06000000073183 112 -1 Mile Lower TC5127404.2s Page A-160 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 73182 Objectid: 73183 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9030309 Receipt: 9030309 Permit: 51426- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: FRUITDALE VALLEY Filing: Not Reported Lot: 13 Block: 2 Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489603.5 Utmy: 4403556.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78189 Longdecdeg: -105.121411 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1972-02-22 Permexpire: Not Reported Wellconstr: 1972-02-22 Fi rstbenef: 1972-02-22 Pumpinstal: 1972-03-17 Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 36 Topperfcas: 19 Botperfcas: 36 Yield: 12 Staticwl: 7 Applicantn: ROSETTA JAMES C Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489622.3 Disputmy: 4403533 Latitude: 39.7818904776 Longitude: -105.121410934 Site id: 006000000073183 AI147 South CO WELLS C06000000069725 1/2 -1 Mile Lower TC5127404.2s Page A-161 Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS 69724 Objectid: 69725 http://www.dwr.state. co.usANeli PermitSearchNiew. aspx?receipt=9026742 9026742 Perm it: 14401 - Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 21 NW Q40: NE Not Reported Coordew: 0 Not Reported Coordns: 0 Not Reported 489603.5 4403556.7 Spotted from quarters 39.78189 -105.121411 DOMESTIC Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 Not Reported 1 Not Reported Not Reported Not Reported 1963-03-12 Not Reported Not Reported Not Reported 0 Welldepth: 32 0 Botperfcas: 0 20 10 HAUPTMAN R C 3 Ogcc api: Not Reported 0 489632.5 4403561.2 39.7818904776 -105.121410934 006000000069725 A1148 South CO WELLS C06000000070640 112 -11 Mile Lower TC5127404.2s Page A-162 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 70639 Objectid: 70640 Moreinfo: hftp://www.dwr.state.co.ustWeliPermitSearchN!ew.aspx?receipt=9027670 Receipt: 9027670 Permit: 23412- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489603.5 Utmy: 4403556.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78189 Longdecdeg: -105.121411 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1965-05-16 Pumpinstal: Not Reported Weliplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 30 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 8 Applicantn: BASSETT R V Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489632.5 Disputmy: 4403550.8 Latitude: 39.7818904776 Longitude: -105.121410934 Site id: C06000000070640 AJ149 SSE CO WELLS C06000000030449 1/2 -1 Mile Lower TC5127404.2s Page A-163 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 30448 Objectid: 30449 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=3651678 Receipt: 3651678 Permit: 147112--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: BENJAMIN Filing: Not Reported Lot: 13 Block: Not Reported Ctyparclid: 3921105006 Parcelsize: .20999999 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2112 Coordewdir: E Coordns: 404 Coordnsdir: N Utmx: 489964 Utmy: 4403637 Locaccurac: User supplied Latdecdeg: 39.782618 Longdecdeg: -105.117202 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: QUATERNARY ALLUVIUM Aquifer2: Not Reported Permitarea: 4500 Permitunit: SQ. FT. Annappropr: 0 Permissued: 2011-08-03 Permexpi re: 2013-08-03 Wellconstr: 2011-08-09 Firstbenef: Not Reported Pumpinstal: 2011-08-18 Wellplugge: Not Reported Comment: Not Reported Elev: 5380 Welldepth: 51 Topperfcas: 25 Botperfcas: 41 Yield: 10 Staticwl: 8 Applicantn: DUNBAR MARGARET Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489964 Disputmy: 4403637 Latitude: 39.7826183187 Longitude: -105.11720223 Site id: 006000000030449 AK150 WNW CO WELLS C06000000075105 112 -1 Mile Lower TC5127404.2s Page A-164 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 75104 Objectid: 75105 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=9032227 Receipt: 9032227 Permit: 80704- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 2350 Coordewdir: E Coordns: 450 Coordnsdir: S Utmx: 488285.6 Utmy: 4405501.2 Locaccurac: Spotted from section lines Latdecdeg: 39.799394 Longdecdeg: -105.136836 Usel : COMMERCIAL Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: .33000001 Permissued: 1975-09-03 Permexpire: Not Reported Wellconstr: 1976-07-13 Firstbenef: 1977-03-06 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: COMMERCIAL -DRINKING & SANITARY IN NURSERY OFFICE; NO SUBDIVISION INFO LISTED Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: FULCHER ROBERT A Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488285.6 Disputmy: 4405501.2 Latitude: 39.7993935032 Longitude: -105.136836115 Site id: C06000000075105 AL151 NNE CO WELLS C06000000186860 112 -1 Mile Lower TC5127404.2s Page A-165 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 186859 Objectid: 186860 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=C300596 Receipt: C300596 Permit: 596-WCB Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489814.9 Utmy: 4406176.5 Locaccurac: Spotted from quarters Latdecdeg: 39.805498 Longdecdeg: -105.118983 Usel: OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1955-10-05 Permexpire: Not Reported Wellconstr: 1955-09-21 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 63 Topperfcas: 0 Botperfcas: 0 Yield: 40 Staticwl: 0 Applicantn: PECK HOMER Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489824.3 Disputmy: 4406204.2 Latitude: 39.8054977074 Longitude: -105.11898286 Site id: 006000000186860 AL162 NNE CO WELLS C060000O0188149 1/2 -1 Mile Lower TC5127404.2s Page A-166 Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel : Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: 153 NW 1/2 -1 Mile Lower GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS 188148 Objectid: 188149 http://www.dwr.state.co.us/Weli Pe rmitSearchNiew. aspx?receipt=C301884 C301884 Permit: 1884-WCB Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 0 Wd: 0 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 9 SE Q40: NW Not Reported Coordew: 0 Not Reported Coordns: 0 Not Reported 489814.9 4406176.5 Spotted from quarters 39.8055 -105.11898 DOMESTIC Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 Not Reported 0 Not Reported Not Reported 1957-02-07 1957-02-07 Not Reported Not Reported Not Reported 0 Welldepth: 0 0 Botperfcas: 0 0 0 SHERIFF ELMER 1 Ogcc api: Not Reported 0 489814 4406176 39.8054977074 -105.11898286 006000000188149 CO WELLS C06000000277045 TC5127404.2s Page A-167 Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS 277044 Objectid: 277045 http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0200261 A 0200261A Permit: 112172 - Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 8 SE Q40: SE Not Reported Coordew: 1100 E Coordns: 1950 S 488672.1 4405960.5 Spotted from section lines 39.803537 -105.132329 DOMESTIC Use2: Not Reported Not Reported Aquifers: ALL UNNAMED AQUIFERS Not Reported 0 Not Reported 0 1979-12-19 Not Reported Not Reported Not Reported Not Reported Not Reported Not Reported 0 Welldepth: 250 0 Botperfcas: 0 15 0 FOLDER ROBERT A 1 Ogcc api: Not Reported 0 488672.1 4405960.5 39.803537072 -105.132329345 006000000277045 AM154 East CO WELLS 006000000070754 112 -11 Mile Lower TC5127404.2s Page A-168 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 70753 Objectid: 70754 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9027784 Receipt: 9027784 Permit: 24449- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: NW Q40: SW 010: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490818.2 Utmy: 4404765.7 Locaccurac: Spotted from quarters Latdecdeg: 39.792798 Longdecdeg: -105.107243 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Perm issued: 1965-06-28 Permexpire: Not Reported Wellconstr: 1965-06-26 Firstbenef: 1965-06-26 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: WELL ADDRESS: 9535 W 53RD PL Elev: 0 Welldepth: 40 Topperfcas: 18 Botperfcas: 36 Yield: 8 Staticwl: 18 Applicantn: FABRIGIO DONALD Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490818 Disputmy: 4404765 Latitude: 39.7927976838 Longitude: -105.107242532 Site id: 006000000070754 AM166 East CO WELLS C06000000311061 112 -1 Mile Lower TC5127404.2s Page A-169 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 311060 Objectid: 311061 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0262443A Receipt: 0262443A Permit: 144337- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: NW Q40: SW Q10: Not Reported Coordew: 1200 Coordewdir: W Coordns: 1900 Coordnsdir: N Utmx: 490818.2 Utmy: 4404765.7 Locaccurac: User supplied Latdecdeg: 39.7928 Longdecdeg: -105.10724 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: QUATERNARY ALLUVIUM Aquiferl: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1986-06-25 Permexpire: Not Reported Wellconstr: Not Reported Fi rstbenef: 1950-04-07 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 40 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 0 Applicantn: PESCE MIKE & LUCILLE Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490828.3 Disputmy: 4404793.2 Latitude: 39.7927976838 Longitude: -105.107242532 Site id: 006000000311061 AN156 SSW CO WELLS C06000000068882 112 -1 Mile Lower TC5127404.2s Page A-170 ------------ GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 68881 Objectid: 68882 Moreinfo: http:itwww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9025885 Receipt: 9025885 Permit: 7797- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489201.8 Utmy: 4403554.2 Locaccurac: Spotted from quarters Latdecdeg: 39.781863 Longdecdeg: -105.126102 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1961-01-28 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 42 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 10 Applicantn: KERSNICK GEORGE Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489220.3 Disputmy: 4403577 Latitude: 39.7818629502 Longitude: -105.126101958 Site id: C06000000068882 AN157 SSW CO WELLS C06000000068211 112 -1 Mile Lower TC5127404.2s Page A-171 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 68210 Objectid: 68211 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9025197 Receipt: 9025197 Permit: 3663- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489201.8 Utmy: 4403554.2 Locaccurac: Spotted from quarters Latdecdeg: 39.781863 Longdecdeg: -105.126102 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1959-06-25 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 40 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 8 Applicantn: KERSNICK JOHN O Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489211.3 Disputmy: 4403582.2 Latitude: 39.7818629502 Longitude: -105.126101958 Site id: 006000000068211 AN158 SSW CO WELLS C06000000067453 112 -1 Mile Lower TC5127404.2s Page A-172 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 67452 Objectid: 67453 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9024433 Receipt: 9024433 Permit: 26 -RN Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489201.8 Utmy: 4403554.2 Locaccurac: Spotted from quarters Latdecdeg: 39.781863 Longdecdeg: -105.126102 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: 1954-02-28 Firstbenef: 1954-02-28 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 28 Topperfcas: 6 Botperfcas: 22 Yield: 8 Staticwl: 6 Applicantn: STAROSKA JENNIFER & EDWARD MCCOY Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489201 Disputmy: 4403554 Latitude: 39.7818629502 Longitude: -105.126101958 Site id: 006000000067453 AN159 SSW CO WELLS C06000000070933 1/2 -1 Mile Lower TC5127404.2s Page A-173 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 70932 Objectid: 70933 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9027966 Receipt: 9027966 Permit: 26686- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489201.8 Utmy: 4403554.2 Locaccurac: Spotted from quarters Latdecdeg: 39.781863 Longdecdeg: -105.126102 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl - ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1966-03-28 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 40 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 10 Applicantn: BOLDUC G J Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489230.5 Disputmy: 4403548.8 Latitude: 39.7818629502 Longitude: -105.126101958 Site id: C0,6000000070933 AN160 SSW CO WELLS C06000000070621 112 - 1 Mile Lower TC5127404.2s Page A-174 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 70620 Objectid: 70621 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9027650 Receipt: 9027650 Permit: 23237- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: FRUITDALE Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489201.8 Utmy: 4403554.2 Locaccurac: Spotted from quarters Latdecdeg: 39.781863 Longdecdeg: -105.126102 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1965-05-08 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 13 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 8 Applicantn: BREDER OSCAR Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489230.5 Disputmy: 4403559.2 Latitude: 39.7818629502 Longitude: -105.126101958 Site id: 006000000070621 AN161 SSW CO WELLS C06000000070040 112 -1 Mile Lower TC5127404.2s Page A-175 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Fid: 70039 Objectid: 70040 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9027059 Receipt: 9027059 Permit: 16890- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 21 Q160: NW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 489201.8 Utmy: 4403554.2 Locaccurac: Spotted from quarters Latdecdeg: 39.781863 Longdecdeg: -105.126102 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1963-08-16 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 50 Topperfcas: 0 Botperfcas: 0 Yield: 5 Staticwl: 30 Applicantn: LANGE DONALD Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489227 Disputmy: 4403569 Latitude: 39.7818629502 Longitude: -105.126101958 Site id: 006000000070040 A0162 SW CO WELLS C06000000073913 112 - 1 Mile Lower TC5127404.2s Page A-176 GEOCHECK®- PHYSICAL. SETTING SOURCE MAP FINDINGS Fid: 73912 Objectid: 73913 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9031038 Receipt: 9031038 Permit: 63172- Wdid: 0705535 Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: LEE S Filing: Not Reported Lot: 4 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 17 Q160: SE Q40: SE 010: Not Reported Coordew: 1010 Coordewdir: E Coordns: 60 Coordnsdir: S Utmx: 488692.7 Utmy: 4403770.7 Locaccurac: Spotted from section lines Latdecdeg: 39.783807 Longdecdeg: -105.132051 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1972-08-16 Permexpire: Not Reported Wellconstr: 1973-08-10 Firstbenef: 1973-08-10 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 40 Topperfcas: 10 Botperfcas: 40 Yield: 8 Staticwl: 8 Applicantn: ALLEN WILLIAM E Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488692.7 Disputmy: 4403770.7 Latitude: 39.7838070282 Longitude: -105.132050969 Site id: C06000000073913 AK163 WNW FED USGS USGS40000212095 1/2 -1 Mile Lower TC5127404.2s Page A-177 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Org.Identifier: USGS-CO Formal name: USGS Colorado Water Science Center Monloc Identifier: USGS-394757105081201 Monloc name: SCO0306932DCC Monloc type: Well 349286 Objectid: Monloc desc: Not Reported http://www.dwr.state. co.us/WellPermitSearch/View.aspx?receipt=0339261 A Huc code: 10190004 Drainagearea value: Not Reported Drainagearea Units: Not Reported Contrib drainagearea: Not Reported Contrib drainagearea units: Not Reported Latitude: 39.7991534 Longitude: -105.137208 Sourcemap scale: 12500 Horiz Acc measure: 1 Hodz Acc measure units: minutes Horiz Collection method: Interpolated from map Horiz coord refsys: NAD83 Vert measure val: 5626.00 Vert measure units: feet Vertacc measure val: 2 Vert accmeasure units: feet Ctyparclid: Not Reported Vertcollection method: Interpolated from topographic map Vert coord refsys: NGVD29 Countrycode: US Aquifername: Not Reported Section : 9 Formation type: Not Reported Q40: SE Aquifer type: Not Reported Coordew: 220 Construction date: 19560101 Welldepth: 701 Welldepth units: ft Wellholedepth: Not Reported Wellholedepth units: Not Reported Ground -water levels, Number of Measurements: 1 4405728.7 Feet below Feet to Date Surface Sealevel 1956-07-16 550.00 AP164 NE CO WELLS C06000000349287 112 - 1 Mile Lower Fid: 349286 Objectid: 349287 Moreinfo: http://www.dwr.state. co.us/WellPermitSearch/View.aspx?receipt=0339261 A Receipt: 0339261A Permit: 164955- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: 1-A Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: SE Q10: Not Reported Coordew: 220 Coordewdir: E Coordns: 1200 Coordnsdir: S Utmx: 490556.2 Utmy: 4405728.7 TC5127404.2s Page A-178 GEOCHECK@- PHYSICAL. SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.801472 Longdecdeg: -105.110317 Usel : DOMESTIC Use2: STOCK Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1992-07-02 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 1ST USE 1948 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: FURBER THOMAS R Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490556 Disputmy: 4405728 Latitude: 39.8014715442 Longitude: -105.110316524 Site id: 006000000349287 AP165 NE CO WELLS 006000000391441 1/2 -1 Mile Lower Fid: 391440 Objectid: 391441 Moreinfo: hftp://www.dwr.state. co.us/WeliPermitSearchNiew.aspx?receipt=0401274 Receipt: 0401274 Permit: 164955--A Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 2 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: SE Q10: Not Reported Coordew: 220 Coordewdir: E Coordns: 1200 Coordnsdir: S Utmx: 490556.2 Utmy: 4405728.7 TC5127404.2s Page A-179 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.801472 Longdecdeg: -105.110317 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Perm issued: 1996-07-10 Permexpire: 1998-07-10 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: FURBER THOMAS R Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490566.3 Disputmy: 4405756.2 Latitude: 39.8014715442 Longitude: -105.110316524 Site id: 006000000391441 AQ166 ENE CO WELLS C06000000071293 112 -1 Mile Lower Fid: 71292 Objectid: 71293 Moreinfo: http://www.dwr.state. co.us/WellPermitSearchNiew.aspx?receipt=9028400 Receipt: 9028400 Permit: 29683- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: NW 040: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490821.5 Utmy: 4405165.2 TC5127404.2s Page A-180 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.796397 Longdecdeg: -105.10721 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Perm iss ued: 1967-01-27 Permexpire: Not Reported Wel Icon str: 1967-01-31 Firstbenef: 1967-01-25 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 60 Topperfcas: 26 Botperfcas: 53 Yield: 15 Staticwl: 18 Applicantn: THERY CHARLES Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490821 Disputmy: 4405165 Latitude: 39.7963972571 Longitude: -105.107209577 Site id: C06000000071293 AQ167 ENE CO WELLS C06000000071303 1/2 -1 Mile Lower Fid: 71302 Objectid: 71303 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9028410 Receipt: 9028410 Permit: 29805- Wdid: 0605448 Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: NW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490821.5 Utmy: 4405165.2 TC5127404.2s Page A-181 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.796397 Longdecdeg: -105.10721 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1967-02-15 Permexpire: Not Reported Wellconstr: 1967-02-16 Firstbenef: 1967-02-14 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: WELL ADDRESS: 10947 LYNN DR. Elev: 0 Welldepth: 60 Topperfcas: 33 Botperfcas: 51 Yield: 15 Staticwl: 19 Applicantn: JENSEN WILLIAM Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490831.3 Disputmy: 4405193.2 Latitude: 39.7963972571 Longitude: -105.107209577 Site id: C06000000071303 AR168 SSE CO WELLS C06000000077619 1/2 -1 Mile Lower Fid: 77618 Objectid: 77619 Moreinfo: http://www.dwr.state. co.us/WellPermitSearchNiew.aspx?receipt=9035176 Receipt: 9035176 Permit: 144595- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: BENJAMIN Filing: Not Reported Lot: 2 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW 010: Not Reported Coordew: 2888 Coordewdir: W Coordns: 700 Coordnsdir: N Utmx: 489881.2 Utmy: 4403546.2 TC5127404.2s Page A-182 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.781799 Longdecdeg: -105.118168 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1956-12-30 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: DOUGLASS TERRY & CAROLE Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489881 Disputmy: 4403546 Latitude: 39.7817992189 Longitude: -105.118167781 Site id: 006000000077619 AR169 SSE CO WELLS C060000O0209359 112 -1 Mile Lower Fid: 209358 Objectid: 209359 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0017506 Receipt: 0017506 Permit: 91140 -VE Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2888 Coordewdir: W Coordns: 700 Coordnsdir: N Utmx: 489881.2 Utmy: 4403546.2 TC5127404.2s Page A-183 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.781799 Longdecdeg: -105.118168 Use1: IRRIGATION Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1991-04-29 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: DOUGLASS TERRY Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489891.3 Disputmy: 4403574.2 Latitude: 39.7817992189 Longitude: -105.118167781 Site id: 006000000209359 AH170 NW CO WELLS C06000000010533 1/2 -1 Mile Lower Fid: 10532 Objectid: 10533 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=3613791A Receipt: 3613791A Permit: 273168- Wdid: Not Reported Currstatus: Well Constructed Wellname: KMW-2 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW 010: Not Reported Coordew: 2244 Coordewdir: E Coordns: 968 Coordnsdir: S Utmx: 488319.8 Utmy: 4405659.5 TC5127404.2s Page A-184 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.80082 Longdecdeg: -105.13644 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2007-04-03 Permexpire: Not Reported Wellconstr: 2005-10-06 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Also see 273169. Elev: 5450 Welldepth: 25 Topperfcas: 15 Botperfcas: 25 Yield: 0 Staticwl: 0 Applicantn: FULCHER ROBERT A Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488329.3 Disputmy: 4405687.2 Latitude: 39.8008202704 Longitude: -105.136439444 Site id: 006000000010533 AH171 NW CO WELLS C06000000245686 112 -1 Mlle Lower Fid: 245685 Objectid: 245686 Moreinfo: http://www.dwr.state.co.usMeliPermitSearchNiew.aspx?receipt=0045634 Receipt: 0045634 Permit: 45634 -MH Wdid: Not Reported Currstatus: Well Constructed Wellname: KMW-2 & KMW-1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 2244 Coordewdir: E Coordns: 968 Coordnsdir: S Utmx: 488319.8 Utmy: 4405659.5 TC5127404.2s Page A-185 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.80082 Longdecdeg: -105.13644 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Perm issued: 2005-10-12 Permexpi re: 2006-01-10 Wellconstr: 2005-10-06 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Accepted late, fax did not come through previously. 10/12/05 BDH 5 holes to be constructed 3 holes abandoned. Also see 27 Elev: 0 Welldepth: 25 Topperfcas: 15 Botperfcas: 25 Yield: 0 Staticwl: 0 Applicantn: BEAVERS ALAN & ROBERT FULCHER Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488319 Disputmy: 4405659 Latitude: 39.8008202704 Longitude: -105.136439444 Site id: 006000000245686 AR172 SSE CO WELLS C06000000341766 1/2 -1 Mile Lower Fid: 341765 Objectid: 341766 Moreinfo: hftp://www.dwr.state.co.usANellPermitSearchNiew.aspx?receipt=0325305 Receipt: 0325305 Permit: 144595--A Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Weliname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: BENJAMIN Filing: Not Reported Lot: 2 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2909 Coordewdir: W Coordns: 745 Coordnsdir: N Utmx: 489887.6 Utmy: 4403532.7 TC5127404.2s Page A-186 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.781678 Longdecdeg: -105.118093 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1991-05-22 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: DOUGLASS TERRY Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489887.6 Disputmy: 4403532.7 Latitude: 39.7816776584 Longitude: -105.118092835 Site id: 006000000341766 AS173 SE CO WELLS C06000000367370 1/2 -1 Mlle Lower Fid: 367369 Objectid: 367370 Moreinfo: http://www.dwr.state.co.usfWeliPermitSearchNiew.aspx?receipt=O368070A Receipt: 0368070A Permit: 177633- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -6 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: SW Q40: SW Q10: Not Reported Coordew: 50 Coordewdir: W Coordns: 1000 Coordnsdir: S Utmx: 490626 Utmy, 4404068.7 TC5127404.2s Page A-187 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.786516 Longdecdeg: -105.109477 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-05-02 Permexpire: 1996-05-02 Wel Iconstr: 1993-12-15 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: AMOCO OIL CO - STATION 5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490626 Disputmy: 4404068.7 Latitude: 39.786515538 Longitude: -105.109477451 Site id: 006000000367370 AJ174 SSE CO WELLS 006000000453988 112 -1 Mile Lower Fid: 453987 Objectid: 453988 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0496080A Receipt: 0496080A Permit: 243333- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIMIE Filing: Not Reported Lot: 9 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2110 Coordewdir: E Coordns: 692 Coordnsdir N Utmx: 489964.8 Utmy: 4403549.2 TC5127404.2s Page A-188 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.781827 Longdecdeg: -105.117192 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2002-08-23 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1950-01-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 20 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 0 Applicantn: HATHAWAY JOHN C Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489974.3 Disputmy: 4403577.2 Latitude: 39.781827239 Longitude: -105.117191545 Site id: C06000000453988 AJ175 SSE CO WELLS C08000O00453989 1/2 -1 Mile Lower Fid: 453988 Objectid: 453989 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0496080B Receipt: 04960808 Permit: 243333--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIMIE Filing: Not Reported Lot: 9 Block: Not Reported Ctyparclid: 39-211-06-005 Parcelsize: .5 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2110 Coordewdir: E Coordns: 692 Coordnsdir: N Utmx: 489964.8 Utmy: 4403549.2 TC5127404.2s Page A-189 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.781827 Longdecdeg: -105.117192 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 4000 Permitunit: SQ.FT. Annappropr: 0 Permissued: 2002-08-23 Permexpire: 2004-08-23 Wellconstr: 2002-09-18 Firstbenef: Not Reported Pum pinsta I: 2002-09-20 Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 41 Topperfcas: 0 Botperfcas: 0 Yield: 5 Staticwl: 115 Applicantn: HATHAWAY JOHN C Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489964 Disputmy: 4403549 Latitude: 39.781827239 Longitude: -105.117191545 Site id: 006000000453989 AS176 SE CO WELLS C06000000365692 1/2 -1 Mile Lower Fid: 365691 Objectid: 365692 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=0365799G Receipt: 0365799G Permit: 177652- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -4 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 5150 Coordewdir: W Coordns: 4540 Coordnsdir: N Utmx: 490570.2 Utmy: 4403979.2 TC5127404.2s Page A-190 _ - 1 GEOCHECK(P- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785709 Longdecdeg: -105.110128 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-05-02 Permexpire: 1996-05-02 Wel I constr: 1991-12-12 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 9 Applicantn: AMOCO OIL CO STA #5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490570.2 Disputmy: 4403979.2 Latitude: 39.7857085151 Longitude: -105.110127844 Site id: 006000000365692 A0177 SSW CO WELLS 006000000271511 112 -1 Mile Lower Fid: 271510 Objectid: 271511 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0104595 Receipt: 0104595 Permit: 105611- Wdid: Not Reported Currstatus: Permit Expired Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: LEES Filing: Not Reported Lot: 5 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 20 Q160: NE Q40: NE Q10: Not Reported Coordew: 1000 Coordewdir: E Coordns: 200 Coordnsdir: N Utmx: 488695.8 Utmy: 4403691.7 TC5127404.2s Page A-191 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.783095 Longdecdeg: -105.132013 Usel: OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1979-04-11 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: LOTS 5 & 6 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: 1-70 LAKE FRONT JOINT VENTURE Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488695.8 Disputmy: 4403691.7 Latitude: 39.7830952705 Longitude: -105.132013406 Site id: C06000000271511 AT178 SE CO WELLS C080000O0003700 112 -1 Mile Lower Fid: 3699 Objectid: 3664 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=2011084 Receipt: 2011084 Permit: 2011084 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: MW06 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 186 Coordewdir: E Coordns: 621 Coordnsdir: S Utmx: 490553 Utmy: 4403953 TC5127404.2s Page A-192 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785472 Longdecdeg: -105.110328 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2011-07-22 Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: SHELL OIL PRODUCTS US Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490553 Disputmy: 4403953 Latitude: 39.7854722596 Longitude: -105.11032834 Site id: C06000000003700 AJ179 SSE CO WELLS C06000000067773 1/2 -11 Mile Lower Fid: 67772 Objectid: 67773 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9024751 Receipt: 9024751 Permit: 1251- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIMIE Filing: Not Reported Lot: 29 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490005.3 Utmy: 4403559.2 TC5127404.2s Page A-193 Locaccurac: Latdecdeg: Longdecdeg Usel : Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Spotted from quarters 67918 39.781918 67919 -105.116719 http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9024901 DOMESTIC Use2: Not Reported Aquiferl: Not Reported Wdid: 0 Currstatus: Not Reported Wellname: 1 Caseno: 1958-05-26 Div: Not Reported Wd: 1958-06-30 County: 1958-06-30 Mgmtdist: Not Reported Desigbasin: Not Reported Not Reported Subdivname: 0 Welldepth: 0 Botperfcas: 25 Lot: 8 Block: LODGE KATHERINE/LOIS MARIE COX 3 Ogcc api: 0 490031 Pm: 4403544 Township: 39.781 91 781 7 Range: -105.116718737 Section : C06000000067773 Q160: Not Reported ALL UNNAMED AQUIFERS 28 0 Not Reported AJ180 SSE CO WELLS C06000000067919 112 - 1 Mile Lower Fid: 67918 Objectid: 67919 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9024901 Receipt: 9024901 Permit: 2331- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIME Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490005.3 Utmy: 4403559.2 TC5127404.2s Page A-194 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.781918 Longdecdeg: -105.116719 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1958-11-05 Permexpire: Not Reported Wellconstr: 1958-10-16 Firstbenef: 1958-10-16 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 27 Topperfcas: 20 Botperfcas: 27 Yield: 15 Staticwl: 8 Applicantn: WOOLWORTH TERESA Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490024.3 Disputmy: 4403536 Latitude: 39.781917817 Longitude: -105.116718737 Site id: 006000000067919 AJ181 SSE CO WELLS C060000O0067469 112 -11 Mile Lower Fid: 67468 Objectid: 67469 Moreinfo: hftp://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9024449 Receipt: 9024449 Permit: 64- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490005.3 Utmy: 4403559.2 TC5127404.2s Page A-195 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.781918 Longdecdeg: -105.116719 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1957-07-11 Permexpire: Not Reported Wel Iconstr: 1957-07-16 Firstbenef: 1957-07-16 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: HOOD JAMES Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490034.5 Disputmy: 4403553.8 Latitude: 39.781917817 Longitude: -105.116718737 Site id: 006000000067469 AJ182 SSE CO WELLS C060000O0067611 1/2 -1 Mile Lower Fid: 67610 Objectid: 67611 Moreinfo: http://www.dwr.state. co. usNVellPermitSearchNiew.aspx?receipt=9024589 Receipt: 9024589 Permit: 489- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490005.3 Utmy: 4403559.2 TC5127404.2s Page A-196 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.781918 Longdecdeg: -105.116719 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: 1957-11-05 Firstbenef: 1957-11-05 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 29 Topperfcas: 19 Botperfcas: 28 Yield: 15 Staticwl: 20 Applicantn: REHFELD KEITH Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490005 Disputmy: 4403559 Latitude: 39.781917817 Longitude: -105.116718737 Site id: 006000000067611 AJ183 SSE CO WELLS C06000000069107 112 -1 Mile Lower Fid: 69106 Objectid: 69107 Moreinfo: http://www.dwr.state. co. us/WellPermitSearchNiew.aspx?receipt=9026119 Receipt: 9026119 Permit: 9438- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490005.3 Utmy: 4403559.2 TC5127404.2s Page A-197 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.781918 Longdecdeg: -105.116719 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1961-08-24 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 26 Topperfcas: 0 Botperfcas: 0 Yield: 12 Staticwl: 7 Applicantn: REHFELD KEITH Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490015.3 Disputmy: 4403587.2 Latitude: 39.781917817 Longitude: -105.116718737 Site id: C06000000069107 AJ184 SSE CO WELLS 006000000072718 112 -1 Mile Lower Fid: 72717 Objectid: 72718 Moreinfo: http://www.dwr.state. co. us/WeliPermitSearchNiew.aspx?receipt=9029841 Receipt: 9029841 Permit: 46134- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490005.3 Utmy: 4403559.2 TC5127404.2s Page A-198 GEOCH'ECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.781918 Longdecdeg: -105.116719 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1971-06-09 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 28 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 9 Applicantn: GILL DAVID C & C NANCY Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490034.5 Disputmy: 4403564.2 Latitude: 39.781917817 Longitude: -105.116718737 Site id: C06000000072718 AJ185 SSE CO WELLS C06000000073328 1/2 -1 Mile Lower Fid: 73327 Objectid: 73328 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9030452 Receipt: 9030452 Permit: 53094- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490005.3 Utmy: 4403559.2 TC5127404.2s Page A-199 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.781918 Longdecdeg: -105.116719 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1972-03-15 Permexpire: Not Reported Wellconstr: 1972-07-26 Firstbenef: 1972-07-31 Pu mpinstal: 1972-09-06 Wellplugge: Not Reported Comment: Not Reported Elev:' 0 Welldepth: 40 Topperfcas: 10 Botperfcas: 40 Yield: 15 Staticwl: 12 Applicantn: THRONEBURY SILAS N Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490015.3 Disputmy: 4403530.8 Latitude: 39.781917817 Longitude: -105.116718737 Site id: 006000000073328 AJ186 SSE CO WELLS C06000000069275 112 -1 Mile Lower Fid: 69274 Objectid: 69275 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9026287 Receipt: 9026287 Permit: 11008- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490005.3 Utmy: 4403559.2 TC5127404.2s Page A-200 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.781918 Longdecdeg: -105.116719 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1962-03-29 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 29 Topperfcas: 0 Botperfcas: 0 Yield: 20 Static wl: 12 Applicantn: KOZIK PAUL MRS Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490024.3 Disputmy: 4403582 Latitude: 39.781 91 781 7 Longitude: -105.116718737 Site id: 006000000069275 AJ187 SSE CO WELLS C06000000070839 1/2 -1 Mile Lower Fid: 70838 Objectid: 70839 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9027870 Receipt: 9027870 Permit: 25483- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490005.3 Utmy: 4403559.2 TC5127404.2s Page A-201 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.781918 Longdecdeg: -105.116719 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1965-10-07 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 27 Topperfcas: 0 Botperfcas: 0 Yield: 25 Staticwl: 7 Applicantn: RAYFELDT KIETH Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490031 Disputmy: 4403574 Latitude: 39.781917817 Longitude: -105.116718737 Site id: C06000000070839 AT188 SE CO WELLS C06000000003694 1/2 -11 Mile Lower Fid: 3693 Objectid: 3658 Moreinfo: http://www.dwr.state.co.usMeliPermitSearchNiew.aspx?receipt=2011079 Receipt: 2011079 Permit: 2011079 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: MW01 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: NE Q40: NE Q10: Not Reported Coordew: 186 Coordewdir: E Coordns: 598 Coordnsdir: S Utmx: 490552.9 Utmy: 4403946 TC5127404.2s Page A-202 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785409 Longdecdeg: -105.110329 Use1: OTHER Specialuse: MONITORING WELL Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2011-07-22 Comment: Not Reported Elev: 0 Topperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: SHELL OIL PRODUCTS US Completewe: 0 Ogjobbatch: 0 Disputmx: 490552 Disputmy: 4403946 Latitude: 39.7854091875 Longitude: -105.110329407 Site id: 006000000003694 AT189 SE 1/2 -1 Mile Lower Use2: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Welldepth: Botperfcas: Ogcc api: Not Reported CO WELLS 006000000003698 Fid: 3697 Objectid: 3662 Moreinfo: hftp://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=2011083 Receipt: 2011083 Permit: 2011083 -AB Wdid: Not Reported Currstatus: Well Abandoned Weliname: MW05 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 186 Coordewdir: E Coordns: 598 Coordnsdir: S Utmx: 490552.9 Utmy: 4403946 TC5127404.2s Page A-203 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785409 Longdecdeg: -105.110329 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifers - ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2011-07-22 Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: SHELL OIL PRODUCTS US Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490562.3 Disputmy: 4403974.2 Latitude: 39.7854091875 Longitude: -105.110329407 Site id: 006000000003698 AH190 NW CO WELLS 006000000010534 1/2 -1 Mile Lower Fid: 10533 Objectid: 10534 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=3613791 B Receipt: 3613791B Permit: 273169- Wdid: Not Reported Currstatus: Well Constructed Wellname: KMW-1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 2244 Coordewdir: E Coordns: 1166 Coordnsdir: S Utmx: 488320.6 Utmy: 4405719.5 TC5127404.2s Page A-204 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.80136 Longdecdeg: -105.13643 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2007-04-03 Permexpire: Not Reported Wellconstr: 2005-10-06 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Also see 273168. Elev: 5450 Welldepth: 25 Topperfcas: 15 Botperfcas: 25 Yield: 0 Staticwl: 0 Applicantn: FULCHER ROBERT A Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488320.6 Disputmy: 4405719.5 Latitude: 39.8013608862 Longitude: -105.136431168 Site id: C06000000010534 AT191 SE CO WELLS C06000000003697 1/2 -1 Mile Lower Fid: 3696 Objectid: 3661 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=2011082 Receipt: 2011082 Permit: 2011082 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: MW04 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 127 Coordewdir: E Coordns: 650 Coordnsdir: S Utmx: 490571 Utmy: 4403962 TC5127404.2s Page A-205 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785554 Longdecdeg: -105.110118 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2011-07-22 Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: SHELL OIL PRODUCTS US Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490571 Disputmy: 4403962 Latitude: 39.7855535503 Longitude: -105.110118254 Site id: C06000000003697 AJ192 SSE CO WELLS C06000000455114 1/2 -1 Mile Lower Fid: 455113 Objectid: 455114 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0497906A Receipt: 0497906A Permit: 244797- Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIMIE Filing: Not Reported Lot: 10 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2150 Coordewdir: E Coordns: 750 Coordnsdir: N Utmx: 489952.7 Utmy: 4403531 TC5127404.2s Page A-206 i GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines SSE Latdecdeg: 39.781663 1/2 -1 Mile Longdecdeg: -105.117333 Lower Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported 0497906B Permit: Permitarea: 7000 Not Reported Currstatus: Permitunit: SQ.FT. Not Reported Caseno: Annappropr: 0 1 Wd: Permissued: 2002-10-08 JEFFERSON Mgmtdist: Permexpire: Not Reported Not Reported Wellconstr: Not Reported CLIMIE Firstbenef: 1949-12-31 Not Reported Lot: Pumpinstal: Not Reported Not Reported Ctyparclid: Wellplugge: 2004-10-21 .5 Comment: Not Reported S Township: Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Not Reported Coordew: Staticwl: 0 E Coordns: Applicantn: HEIN DAVID & MARY N Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 4403531 Disputmx: 489962.3 Disputmy: 4403559.2 Latitude: 39.7816631119 Longitude: -105.11733257 Site id: C06000000455114 AJ193 SSE CO WELLS C06000000455115 1/2 -1 Mile Lower Fid: 455114 Objectid: 455115 Moreinfo: hftp://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=O497906B Receipt: 0497906B Permit: 244797--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIMIE Filing: Not Reported Lot: 10 Block: Not Reported Ctyparclid: Not Reported Parcelsize: .5 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2150 Coordewdir: E Coordns: 750 Coordnsdir: N Utmx: 489952.7 Utmy: 4403531 TC5127404.2s Page A-207 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.781663 Longdecdeg: -105.117333 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 7000 Permitunit: SQ.FT. Annappropr: 0 Permissued: 2002-10-08 Permexpire: 2004-10-08 Wellconstr: 2004-10-01 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 44 Topperfcas: 20 Botperfcas: 44 Yield: 12 Staticwl: 18 Applicantn: HEIN DAVID & MARY Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489952 Disputmy: 4403531 Latitude: 39.7816631119 Longitude: -105.11733257 Site id: 006000000455115 AS194 SE CO WELLS C06000000003702 1/2 -1 Mile Lower Fid: 3701 Objectid: 3666 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=2011086 Receipt: 2011086 Permit: 2011086 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: MW08 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 65 Coordewdir: E Coordns: 716 Coordnsdir: S Utmx: 490590.1 Utmy: 4403982 TC5127404.2s Page A-208 Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: AT195 SE 1/2 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Spotted from section lines 39.785734 -105.109895 OTHER MONITORING WELL Not Reported 0 Not Reported 0 Not Reported Not Reported Not Reported Not Reported Not Reported 2011-07-27 Not Reported 0 0 0 0 SHELL OIL PRODUCTS US 0 0 490590.1 4403982 39.7857339642 -105.109895478 C06000000003702 Use2: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Welldepth: Botperfcas: Ogcc api: Not Reported CO WELLS C060000O0365691 365690 Objectid: 365691 http://www.dwr.state.co.us/Well PermitSea rchNiew. aspx?receipt=0365799F 0365799F Permit: 177651 - Not Reported Currstatus: Well Constructed MW -3 Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 16 SE Q40: SE Not Reported Coordew: 5160 W Coordns: 4620 N 490573.2 4403954.7 TC5127404.2s Page A-209 J Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Weliplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: AS196 SE 1/2 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Spotted from section lines 39.785488 -105.110092 OTHER MONITORING WELL Not Reported 0 acres 0 1994-05-02 1996-05-02 1991-12-12 Not Reported Not Reported Not Reported Not Reported 0 5 0 7 AMOCO OIL CO STA #5487 1 0 490573.2 4403954.7 39.7854878008 -105.110092456 C06000000365691 Use2: Not Reported Aquiferl ALL UNNAMED AQUIFERS Welldepth: 15 Botperfcas: 15 Ogcc api: Not Reported CO WELLS C06000000416686 416685 Objectid: 416686 http://www.dwr. state. co.us/WellPe rm itSearchNiew.aspx?receipt=04376638 0437663B Permit: 214636 - Not Reported Currstatus: Permit Issued; Completion Status Unknown MW2 Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 16 SE Q40: SE Not Reported Coordew: 100 E Coordns: 650 S 490579.2 4403961.7 TC5127404.2s Page A-210 Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Static wl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Spotted from section lines 39.785551 -105.110022 OTHER Use2: MONITORING WELL Aquiferl: Not Reported 0 acres 0 1998-12-10 2000-12-10 Not Reported Not Reported Not Reported Not Reported Not Reported 0 0 0 0 EQUILON ENTERPRISES LLC 0 0 490579.2 4403961.7 39.7855509377 -105.110022484 C06000000416686 Welldepth: Botperfcas: Ogcc api: Not Reported ALL UNNAMED AQUIFERS Not Reported 197 ESE CO WELLS C06000000071290 1/2 -1 Mlle Lower Fid: 71289 Objectid: 71290 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9028397 Receipt: 9028397 Permit: 29652- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: SW Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490815 Utmy: 4404365.7 TC5127404.2s Page A-211 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.789194 Longdecdeg: -105.107274 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1967-01-24 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 40 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 18 Applicantn: STORK C J Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490815 Disputmy: 4404365.7 Latitude: 39.7891936039 Longitude: -105.10727431 Site id: 006000000071290 AS198 SE CO WELLS C06000000395782 1/2 -1 Mile Lower Fid: 395781 Objectid: 395782 Moreinfo: hftp://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=0407086A Receipt: 0407086A Permit: 203245- Wdid: Not Reported Currstatus: Not Reported Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 75 Coordewdir: E Coordns: 650 Coordnsdir: S Utmx: 490586.8 Utmy: 4403962.2 TC5127404.2s Page A-212 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Objectid: 395783 Latdecdeg: 39.785556 Receipt: Longdecdeg: -105.109934 203245--A Wdid: Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: DENVER Aquifer2: Not Reported 7 County: Permitarea: 0 Not Reported Desigbasin: Permitunit: acres Subdivname: Annappropr: 0 Filing: Permissued: 1997-06-10 Not Reported Block: Permexpire: Not Reported Not Reported Parcelsize: Wellconstr: Not Reported Pm: Firstbenef: Not Reported 3.0 S Range: Pumpinstal: Not Reported 16 Q160: Wellplugge: Not Reported SE Q10: Comment: Not Reported 75 Coordewdir: Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Utmy: Staticwl: 0 Applicantn: BGT ENTERPRISES Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490586 Disputmy: 4403962 Latitude: 39.785555527 Longitude: -105.109933734 Site id: C06000000395782 AS199 SE CO WELLS C060000O0395783 112 -1 Mile Lower Fid: 395782 Objectid: 395783 Moreinfo: hftp://www.dwr.state.co.us[WeliPermitSearch/View.aspx?receipt=04070868 Receipt: 0407086B Permit: 203245--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 5.8000002 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 75 Coordewdir: E Coordns: 650 Coordnsdir: S Utmx: 490586.8 Utmy: 4403962.2 TC5127404.2s Page A-213 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785556 Longdecdeg: -105.109934 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl DENVER Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1997-06-10 Permexpire: 1999-06-10 Wellconstr: 1997-06-24 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 29 Topperfcas: 9 Botperfcas: 19 Yield: 0 Staticwl: 6 Applicantn: BGT ENTERPRISES Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490596.3 Disputmy: 4403990.2 Latitude: 39.785555527 Longitude: -105.109933734 Site id: C06000000395783 AR200 SSE CO WELLS C06000000076104 1/2 -11 Mile Lower Fid: 76103 Objectid: 76104 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9033310 Receipt: 9033310 Permit: 91317- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIMIE Filing: Not Reported Lot: 23 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2910 Coordewdir: W Coordns: 870 Coordnsdir: N Utmx: 489888 Utmy: 4403494 TC5127404.2s Page A-214 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.781331 Longdecdeg: -105.118088 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1977-07-02 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 9 Applicantn: JUNGE MARLIN W Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489888 Disputmy: 4403494 Latitude: 39.7813289706 Longitude: -105.118087567 Site id: 006000000076104 201 NE CO WELLS C06000000068164 1/2 -1 Mile Lower Fid: 68163 Objectid: 68164 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9025149 Receipt: 9025149 Permit: 3480- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490420.8 Utmy: 4405968.7 TC5127404.2s Page A-215 I GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from quarters Latdecdeg: 39.803632 Longdecdeg: -105.111902 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1959-06-04 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 50 Topperfcas: 0 Botperfcas: 0 Yield: 18 Staticwl: 11 Applicantn: HILAUDER HOMES INC Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490420.8 Disputmy: 4405968.7 Latitude: 39.8036324523 Longitude: -105.111901683 Site id: 006000000068164 AT202 SE CO WELLS C060000O0366690 112 - 1 Mile Lower Fid: 365689 Objectid: 365690 Moreinfo: http://viww.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0365799E Receipt: 0365799E Permit: 177650- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -2 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 5180 Coordewdir: W Coordns: 4660 Coordnsdir: N Utmx: 490579.3 Utmy: 4403942.2 TC5127404.2s Page A-216 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785375 Longdecdeg: -105.110021 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-05-02 Permexpire: 1996-05-02 Wellconstr: 1991-12-12 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 8 Applicantn: AMOCO OIL CO STA #5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490579.3 Disputmy: 4403942.2 Latitude: 39.7853752417 Longitude: -105.110021037 Site id: C06000000365690 AT203 SE CO WELLS 006000000365689 1/2 -1 Mlle Lower Fid: 365688 Objectid: 365689 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0365799D Receipt: 0365799D Permit: 177649- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 5220 Coordewdir: W Coordns: 4620 Coordnsdir: N Utmx: 490591.5 Utmy: 4403954.7 TC5127404.2s Page A-217 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785488 Longdecdeg: -105.109879 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-05-02 Permexpire: 1996-05-02 Wel Iconstr: 1991-12-12 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 8 Applicantn: AMOCO OIL CO STA #5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490591.5 Disputmy: 4403954.7 Latitude: 39.7854880032 Longitude: -105.109878736 Site id: C06000000365689 AT204 SE CO WELLS C06000000003696 112 -1 Mile Lower Fid: 3695 Objectid: 3660 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=2011081 Receipt: 2011081 Permit: 2011081 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: MW03 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 103 Coordewdir: E Coordns: 565 Coordnsdir: S Utmx: 490578.1 Utmy: 4403936 TC5127404.2s Page A-218 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785319 Longdecdeg: -105.110035 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2011-07-22 Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: SHELL OIL PRODUCTS US Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490578.1 Disputmy: 4403936 Latitude: 39.7853193659 Longitude: -105.110034962 Site id: 006000000003696 AU205 South CO WELLS C06000000262884 112 -1 Mile Lower Fid: 262883 Objectid: 262889 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0086519 Receipt: 0086519 Permit: 94963--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NE Q10: Not Reported Coordew: 2000 Coordewdir: W Coordns: 1070 Coordnsdir: N Utmx: 489610.8 Utmy: 4403432 TC5127404.2s Page A-219 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.780767 Longdecdeg: -105.121324 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1977-11-16 Permexpire: Not Reported Wellconstr: 1978-04-13 Firstbenef: Not Reported Pumpi nstal: 1978-04-13 Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 50 Topperfcas: 30 Botperfcas: 50 Yield: 15 Staticwl: 10 Applicantn: WILLIAMS L Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489610.8 Disputmy: 4403432 Latitude: 39.780767004 Longitude: -105.121323711 Site id: C06000000262884 AS206 SE CO WELLS C06000000367371 1/2 -1 Mile Lower Fid: 367370 Objectid: 367371 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0368070B Receipt: 0368070B Permit: 177634- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -5 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: SW Q40: SW Q10: Not Reported Coordew: 50 Coordewdir: W Coordns: 750 Coordnsdir: S Utmx: 490625.2 Utmy: 4403992.7 TC5127404.2s Page A-220 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785831 Longdecdeg: -105.109486 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-05-02 Permexpire: 1996-05-02 Wellconstr: 1993-12-15 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 13 Topperfcas: 3 Botperfcas: 13 Yield: 0 Staticwl: 0 Applicantn: AMOCO OIL CO - STATION 5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490625.2 Disputmy: 4403992.7 Latitude: 39.78583076 Longitude: -105.109485709 Site id: 006000000367371 AU207 South CO WELLS C06000000076447 1/2 -1 Mile Lower Fid: 76446 Objectid: 76447 Moreinfo: http://www.dwr.state.co.us[WeliPermitSearch/View.aspx?receipt=9033732 Receipt: 9033732 Permit: 94963- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW 040: NE Q10: Not Reported Coordew: 2000 Coordewdir: W Coordns: 1070 Coordnsdir: N Utmx: 489610.7 Utmy: 4403431.5 TC5127404.2s Page A-221 GEOCHECK19- PHYSICAL SETTING SOURCE MAP FINDINGS -, Locaccurac: Spotted from section lines Latdecdeg: 39.780764 Longdecdeg: -105.121325 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1978-04-13 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 10 Applicantn: WILLIAMS LESTER S Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489610.7 Disputmy: 4403431.5 Latitude: 39.7807624984 Longitude: -105.12132487 Site id: 006000000076447 AV208 WSW CO WELLS C06000000491438 112 -1 Mile Higher Fid: 491437 Objectid: 491438 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0909653 Receipt: 0909653 Permit: 71635- Wdid: Not Reported Currstatus: Permit Expired Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: Not Reported Q40: Not Reported Q10: Not Reported Coordew: 2300 Coordewdir: W Coordns: 2280 Coordnsdir: S Utmx: 488087.8 Utmy: 4404443.5 TC5127404.2s Page A-222 Fid: GEQCHECK@- PHYSICAL SETTING SOURCE MAP FINDING'S Locaccurac: Spotted from section lines Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0913380 Latdecdeg: 39.789861 Permit: 95682- Longdecdeg: -105.139127 Currstatus: Permit Expired Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Mgmtdist: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Lot: Not Reported Permissued: 1973-09-28 Ctyparclid: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Township: 3.0 S Firstbenef: Not Reported Section : 17 Pumpinstal: Not Reported Q40: Not Reported Wellplugge: Not Reported Coordew: 2300 Comment: Not Reported Coordns: 2280 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: OJALA ALLEN Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488097.3 Disputmy: 4404471.2 Latitude: 39.7898607768 Longitude: -105.139127413 Site id: CO6000000491438 AV209 WSW CO WELLS CO6000000494921 1/2 -1 Mile Higher Fid: 494920 Objectid: 494921 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0913380 Receipt: 0913380 Permit: 95682- Wdid: Not Reported Currstatus: Permit Expired Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 0160: Not Reported Q40: Not Reported Q10: Not Reported Coordew: 2300 Coordewdir: W Coordns: 2280 Coordnsdir: S Utmx: 488087.8 Utmy: 4404443.5 TC5127404.2s Page A-223 TC5127404.2s Page A-224 GEOCHECK8- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.789863 Longdecdeg: -105.139127 Use1: OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: OGALA ALLEN Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488087 Disputmy: 4404443 Latitude: 39.7898607768 Longitude: -105.139127413 Site id: C06000000494921 AS210 SE CO WELLS C06000000416685 112 -1 Mile Lower Fid: 416684 Objectid: 416685 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0437663A Receipt: 0437663A Permit: 214635- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: MW1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 25 Coordewdir: E Coordns: 650 Coordnsdir: S Utmx: 490602.1 Utmy: 4403962.2 TC5127404.2s Page A-224 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Locaccurac: Spotted from section lines Latdecdeg: 39.785556 Longdecdeg: -105.109755 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1998-12-10 Permexpire: 2000-12-10 Welfconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: EQUILON ENTERPRISES LLC Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490602.1 Disputmy: 4403962.2 Latitude: 39.785555696 Longitude: -105.10975505 Site id: 006000000416685 AT211 SE CO WELLS 006000000367372 1/2 -1 Mile Lower Fid: 367371 Objectid: 367372 Moreinfo: http:/Avww.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=0368071A Receipt: 0368071A Permit: 177635- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -7 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 150 Coordewdir: E Coordns: 500 Coordnsdir: S Utmx: 490563.5 Utmy• 4403916.2 TC5127404.2s Page A-225 Locaccurac: Latdecdeg: Longdecdeg: Use1: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: 212 WSW 112 -1 Mile Higher GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Spotted from section lines 39.785141 -105.110205 OTHER Use2: MONITORING WELL Aquiferl: Not Reported 0 acres 0 1994-05-02 1996-05-02 1993-12-15 Not Reported Not Reported Not Reported Not Reported 0 5 0 0 AMOCO OIL CO - STATION 5481 1 0 490563.5 4403916.2 39.7851408037 -105.110205185 C06000000367372 Welldepth: Botperfcas: Ogcc api: Org.Identifier: USGS-CO Formal name: USGS Colorado Water Science Center Monloc Identifier: USGS-394716105081501 Monloc name: SC00406905DBB1 Monloc type: Well Monloc desc: Not Reported Huc code: 10190004 Drainagearea value: Drainagearea Units: Not Reported Contrib drainagearea: Contrib drainagearea units: Not Reported Latitude: Longitude: -105.1380414 Sourcemap scale: Horiz Acc measure: 1 Horiz Acc measure units: Horiz Collection method: Interpolated from map Horiz coord refsys: NAD83 Vert measure val: Vert measure units: feet Vertacc measure val: Vert accmeasure units: feet Vertcollection method: Interpolated from topographic map Vert coord refsys: NGVD29 Countrycode: Aquifername: Not Reported Formation type: Not Reported Not Reported ALL UNNAMED AQUIFERS 15 15 Not Reported FED USGS USGS40000211990 Not Reported Not Reported 39.7877646 12500 minutes 5645.00 2 US TC5127404.2s Page A-226 GEQCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Aquifer type: Not Reported Construction date: 19570101 Welldepth: 200 Welldepth units: ft Wellholedepth: Not Reported Wellholedepth units: Not Reported Ground -water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel 1958-08-20 8.00 AT213 SE CO WELLS CO6000000003695 1/2 -1 Mile Lower Fid: 3694 Objectid: 3659 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchN!ew.aspx?receipt=2011080 Receipt: 2011080 Permit: 2011080 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: MW02 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 64 Coordewdir: E Coordns: 565 Coordnsdir: S Utmx: 490590 Utmy: 4403936 Locaccurac: Spotted from section lines Latdecdeg: 39.785319 Longdecdeg: -105.109896 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2011-07-22 Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC51274042s Page A-227 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: SHELL OIL PRODUCTS US Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490590 Disputmy: 4403936 Latitude: 39.7853194972 Longitude: -105.109895986 Site id: C06000000003695 AT214 SE CO WELLS C06000000003701 1/2 -1 Mile Lower Fid: 3700 Objectid: 3665 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=2011085 Receipt: 2011085 Permit: 2011085 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: MW07 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 51 Coordewdir: E Coordns: 574 Coordnsdir: S Utmx: 490594 Utmy: 4403939 Locaccurac: Spotted from section lines Latdecdeg: 39.785347 Longdecdeg: -105.109849 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2011-07-22 Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-228 GEOCHE'CKS - PHYSICAL SETTING SOURCE MAP FINDING'S Applicantn: SHELL OIL PRODUCTS US Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490594 Disputmy: 4403939 Latitude: 39.7853465722 Longitude: -105.109849315 Site id: C06000000003701 AT215 SE CO WELLS C060000O0416687 1/2 -1 Mile Lower Fid: 416686 Objectid: 416687 Moreinfo: http://www.dwr.state. co.us/WeliPermitSearchNiew.aspx?receipt=0437663C Receipt: 0437663C Permit: 214637- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: MW3 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 50 Coordewdir: E Coordns: 575 Coordnsdir: S Utmx: 490594.2 Utmy: 4403939.2 Locaccurac: Spotted from section lines Latdecdeg: 39.785348 Longdecdeg: -105.109847 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1998-12-10 Permexpire: 2000-12-10 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welidepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-229 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: EQUILON ENTERPRISES LLC Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490604.3 Disputmy: 4403967.2 Latitude: 39.7853483762 Longitude: -105.109846982 Site id: C06000000416687 AS216 SE CO WELLS C06000000003703 1/2 -1 Mile Lower Fid: 3702 Objectid: 3667 Moreinfo: hitp://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=2011087 Receipt: 2011087 Permit: 2011087 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: MW09 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 15 Q160: SW Q40: SW Q10: Not Reported Coordew: 111 Coordewdir: W Coordns: 750 Coordnsdir: S Utmx: 490643.9 Utmy: 4403993 Locaccurac: Spotted from section lines Latdecdeg: 39.785834 Longdecdeg: -105.109267 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Pennitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellpl ugge: 2011-07-27 Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-230 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: SHELL OIL PRODUCTS US Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490643.9 Disputmy: 4403993 Latitude: 39.7858336684 Longitude: -105.109267322 Site id: C06000000003703 AT217 SE 1/2 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: CO WELLS C06000000416688 416687 Objectid: 416688 http://www.dwr. state. co. us/WeliPermitSearch/View.aspx?receipt=0437663D 0437663D Permit: 214638 - Not Reported Currstatus: Permit Issued; Completion Status Unknown MW4 Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 16 SE Q40: SE Not Reported Coordew: 25 E Coordns: 575 S 490601.8 4403939.2 Spotted from section lines 39.785348 -105.109758 OTHER Use2: Not Reported MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 1998-12-10 2000-12-10 Not Reported Not Reported Not Reported Not Reported Not Reported 0 0 0 0 Welldepth: Botperfcas: TC5127404.2s Page A-231 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS EQUILON ENTERPRISES LLC 0 Ogcc api: 0 490601.8 4403939.2 39.7853484608 -105.109758225 006000000416688 Not Reported 218 NNE CO WELLS C06000000039742 1/2 - 1 Mile Lower Fid: 39741 Objectid: 39742 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=3662687 Receipt: 3662687 Permit: 293390- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 1 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: SE Q40: NW Q10: Not Reported Coordew: 1412 Coordewdir: E Coordns: 2608 Coordnsdir: S Utmx: 490192 Utmy: 4406159 Locaccurac: User supplied Latdecdeg: 39.805344 Longdecdeg: -105.114577 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 1 Permitunit: ACRES Annappropr: 0 Permissued: 2014-01-27 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1925-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 25 Topperfcas: 0 Botperfcas: 0 Yield: 5 Staticwl: 0 TC5127404.2s Page A-232 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: 219 WNW 1/2 - 1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Fi rstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS BABCOCKTYRONE 1 Ogcc api: Not Reported 0 490192 4406159 39.8053444638 -105.114577306 006000000039742 CO WELLS C06000000276666 275665 Objectid: 275666 http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=Ol 10986C 0110986C Permit: 24793-F Not Reported Currstatus: Permit Issued; Completion Status Unknown Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 17 SW Q40: SE Not Reported Coordew: 2140 W Coordns: 500 N 488039.1 4405210 Spotted from section lines 39.796766 -105.13971 COMMERCIAL Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 1980-05-05 Not Reported Not Reported Not Reported Not Reported Not Reported Not Reported 0 0 0 0 Welldepth: Botperfcas: TC5127404.2s Page A-233 GEOCHECKQD- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: RUTT + MC COOK Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488039.1 Disputmy: 4405210 Latitude: 39.7967663335 Longitude: -105.13971017 Site id: 006000000275666 AW220 Not Reported SSW CO WELLS C08000000454082 1/2 -1 Mile Lower Fid: 454081 Objectid: 454082 Moreinfo: http://www.dwr.state.co.usMeliPermitSearchNiew.aspx?receipt=0496287A Receipt: 0496287A Permit: 242811- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: MINOR #5 Filing: Not Reported Lot: Not Reported Block: 2 Ctyparclid: Not Reported Pa rcelsize: .30000001 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NW Q10: Not Reported Coordew: 537 Coordewdir: W Coordns: 1060 Coordnsdir: N Utmx: 489164.8 Utmy: 4403432.2 Locaccurac: Spotted from section lines Latdecdeg: 39.780763 Longdecdeg: -105.126532 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2002-08-02 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1950-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 0 TC5127404.2s Page A-234 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: GANNON EDGAR L & SANDRA L Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489174.3 Disputmy: 4403460.2 Latitude: 39.7807632448 Longitude: -105.126532032 Site id: 006000000454082 AW221 SSW CO WELLS C06000000454083 1/2 -1 Mile Lower Fid: 454082 Objectid: 454083 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=0496287B Receipt: 0496287B Permit: 242811--A Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: .30000001 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NW Q10: Not Reported Coordew: 537 Coordewdir: W Coordns: 1060 Coordnsdir: N Utmx: 489164.8 Utmy: 4403432.2 Locaccurac: Spotted from section lines Latdecdeg: 39.780763 Longdecdeg: -105.126532 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 7000 Permitunit: SQ.FT. Annappropr: 0 Permissued: 2002-08-02 Permexpire: 2004-08-02 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Toppertcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC51274042s Page A-235 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS GANNON EDGAR L & SANDRA L 0 Ogcc api: 0 489164 4403432 39.7807632448 -105.126532032 C06000000454083 Not Reported AX222 SE CO WELLS 006000000367373 112 -1 Mile Lower Fid: 367372 Objectid: 367373 Moreinfo: http://www.dwr.state. co.us/WeliPermitSearchNiew.aspx?receipt=0368071 B Receipt: 0368071B Permit: 177636- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -8 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 500 Coordewdir. E Coordns: 30 Coordnsdir: S Utmx: 490455.4 Utmy: 4403772.2 Locaccurac: Spotted from section lines Latdecdeg: 39.783842 Longdecdeg: -105.111466 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-05-02 Permexpi re: 1996-05-02 Wellconstr: 1993-12-15 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 TC5127404.2s Page A-236 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: AMOCO OIL CO - STATION 5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490455.4 Disputmy: 4403772.2 Latitude: 39.7838421404 Longitude: -105.111465547 Site id: C06000000367373 AY223 West CO WELLS C06000000067550 1/2 -1 Mile Higher Fid: 67549 Objectid: 67550 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9024529 Receipt: 9024529 Permit: 258- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: NW Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 487991.9 Utmy: 4404757.2 Locaccurac: Spotted from quarters Latdecdeg: 39.792686 Longdecdeg: -105.140253 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1957-08-30 Permexpire: Not Reported Wellconstr: 1957-09-25 Firstbenef: 1957-09-25 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 80 Topperfcas: 15 Botperfcas: 73 Yield: 10 Staticwl: 105 TC5127404.2s Page A-237 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: YOUNG RAY R Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488001.3 Disputmy: 4404785.2 Latitude: 39.7926858971 Longitude: -105.140253205 Site id: C06000000067550 AY224 West CO WELLS C06000000193950 112 -1 Mile Higher Fid: 193949 Objectid: 193950 Moreinfo: http://www.dwr.state. co.us/WellPermitSearchNiew. aspx?receipt=0000711 A Receipt: 0000711 A Permit: 1999058 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: NW Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 487991.9 Utmy: 4404757.2 Locaccurac: Spotted from quarters Latdecdeg: 39.792686 Longdecdeg: -105.140253 Usel : OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Well plugge: 1999-10-11 Comment: Not Reported Elev: 0 Welldepth: 20 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-238 GEOCHE'CKS- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: USGS NATIONAL WATER QUALITY LABORATORY Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 487991 Disputmy: 4404757 Latitude: 39.7926858971 Longitude: -105.140253205 Site id: 006000000193950 AY225 West CO WELLS C080000O0231188 112 -1 Mile Higher Fid: 231187 Objectid: 231188 Moreinfo: http://www.dwr.state.co.usNVeliPermitSearchNiew.aspx?receipt=0034686 Receipt: 0034686 Permit: 34686 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: UNKNOWN Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: NW Q40: SE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 487991.9 Utmy: 4404757.2 Locaccurac: Spotted from quarters Latdecdeg: 39.792686 Longdecdeg: -105.140253 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1998-10-14 Permexpire: 1999-10-14 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 6 holes Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-239 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: USGS NATIONAL WATER QUAL LAB Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488010.3 Disputmy: 4404780 Latitude: 39.7926858971 Longitude: -105.140253205 Site id: C06000000231188 AZ226 SSW 1/2 - 7 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Use 1: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: CO WELLS 006000000068857 68856 Objectid: 68857 http://www. dwr.state.co. us/Well Perm itSearchNiew. aspx?recei pt=9025859 9025859 Permit: 7654-F Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 20 NE Q40: NE Not Reported Coordew: 0 Not Reported Coordns: 0 Not Reported 488799.2 4403551.7 Spotted from quarters 39.781835 -105.130803 MUNICIPAL Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 Not Reported Not Reported Not Reported 1957-11-05 Not Reported Not Reported Not Reported 0 0 210 31 Welldepth: 36 Botperfcas: 0 TC5127404.2s Page A-240 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS _ _ J Applicantn: VALLEY WATER DISTRCT Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488809.3 Disputmy: 4403579.2 Latitude: 39.7818352214 Longitude: -105.130803488 Site id: C06000000068857 AZ227 SSW CO WELLS 006000000068856 1/2 -1 Mile Lower Fid: 68855 Objectid: 68856 Moreinfo: http://www.dwr.state.co.us/WeliPerm!tSearchNiew.aspx?receipt=9025858 Receipt: 9025858 Permit: 7653-F Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 20 Q160: NE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488799.2 Utmy: 4403551.7 Locaccurac: Spotted from quarters Latdecdeg: 39.781835 Longdecdeg: -105.130803 Usel: MUNICIPAL Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1957-11-05 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 34 Topperfcas: 0 Botperfcas: 0 Yield: 160 Staticwl: 28 TC5127404.2s Page A-241 GEOCHECK&- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: VALLEY WATER DISTRCT Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488799 Disputmy: 4403551 Latitude: 39.7818352214 Longitude: -105.130803488 Site id: C06000000068856 AZ228 Not Reported SSW CO WELLS C06000000069296 1/2 -1 Mile Lower Fid: 69295 Objectid: 69296 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=9026308 Receipt: 9026308 Permit: 11167- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 20 Q160: NE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488799.2 Utmy: 4403551.7 Locaccurac: Spotted from quarters Latdecdeg: 39.781835 Longdecdeg: -105.130803 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1962-04-13 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not a sub. 4601 Tabor St. Elev: 0 Welldepth: 34 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 14 TC5127404.2s Page A-242 GEOCH'ECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: SIECK TRUMAN W Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488825 Disputmy: 4403566 Latitude: 39.7818352214 Longitude: -105.130803488 Site id: 006000000069296 AZ229 SSW CO WELLS C06000000069108 112 -1 Mile Lower Fid: 69107 Objectid: 69108 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=9026120 Receipt: 9026120 Permit: 9439- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 20 Q160: NE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488799.2 Utmy: 4403551.7 Locaccurac: Spotted from quarters Latdecdeg: 39.781835 Longdecdeg: -105.130803 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1961-08-12 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 31 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 8 TC5127404.2s Page A-243 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: JOHNSON STAN Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488818.3 Disputmy: 4403574 Latitude: 39.7818352214 Longitude: -105.130803488 Site id: 006000000069108 AZ230 Not Reported SSW CO WELLS C08000000187341 1/2 -1 Mile Lower Fid: 187340 Objectid: 187341 Moreinfo: http://www.dwr.state.co.usMellPermitSearchNiew.aspx?receipt=C301076 Receipt: C301076 Permit: 1076-WCB Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 20 Q160: NE Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488799.3 Utmy: 4403551.5 Locaccurac: Spotted from quarters Latdecdeg: 39.781833 Longdecdeg: -105.130802 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1953-06-26 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 130 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-244 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: PURNELL ELSIE Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488828.5 Disputmy: 4403556.2 Latitude: 39.7818334201 Longitude: -105.130802317 Site id: C06000000187341 AT231 Not Reported SE CO WELLS 006000000003704 1/2 -1 Mile Lower Fid: 3703 Objectid: 3668 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=2011088 Receipt: 2011088 Permit: 2011088 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: MW10 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: SW Q40: SW Q10: Not Reported Coordew: 80 Coordewdir: W Coordns: 596 Coordnsdir: S Utmx: 490634 Utmy: 4403946 Locaccurac: Spotted from section lines Latdecdeg: 39.78541 Longdecdeg: -105.109382 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2011-07-27 Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-245 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: SHELL OIL PRODUCTS US Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490634 Disputmy: 4403946 Latitude: 39.7854100841 Longitude: -105.10938227 Site id: C06000000003704 BA232 NW 112 -11 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: CO WELLS C06000000335924 335923 Objectid: 335924 http://www.dwr. state. co. us/WellPermitSearchNiew. aspx?receipt=031434513 0314345B Permit: 37384-M Not Reported Currstatus: Permit Issued; Completion Status Unknown OW -6 Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 8 SE Q40: SW Not Reported Coordew: 2500 E Coordns: 1200 S 488242.6 4405729.7 Spotted from section lines 39.801452 -105.137342 OTHER Use2: Not Reported MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 1990-07-30 Not Reported Not Reported Not Reported Not Reported Not Reported Not Reported 0 0 0 0 Welldepth: Botperfcas: TC5127404.2s Page A-246 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: AMOCO OIL COMPANY Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488252.3 Disputmy: 4405757.2 Latitude: 39.801451715 Longitude: -105.137342493 Site id: C06000000335924 BA233 NW CO WELLS C060000O0335923 112 -1 Mile Lower Fid: 335922 Objectid: 335923 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=O314345A Receipt: 0314345A Permit: 37383-M Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: OW -5 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 2500 Coordewdir: E Coordns: 1200 Coordnsdir: S Utmx: 488242.6 Utmy: 4405729.7 Locaccurac: Spotted from section lines Latdecdeg: 39.801452 Longdecdeg: -105.137342 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1990-07-30 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-247 TC5127404.2s Page A-248 i GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: AMOCO OIL COMPANY Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488242 Disputmy: 4405729 Latitude: 39.801451715 Longitude: -105.137342493 Site id: C06000000335923 BA234 NW CO WELLS C060000O0335925 1/2 -1 Mile Lower Fid: 335924 Objectid: 335925 Moreinfo: http://www.dwr.state.co.us[WeliPermitSearchNiew.aspx?receipt=0314345C Receipt: 0314345C Permit: 37385-M Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: OW -7 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 2500 Coordewdir: E Coordns: 1200 Coordnsdir: S Utmx: 488242.6 Utmy: 4405729.7 Locaccurac: Spotted from section lines Latdecdeg: 39.801452 Longdecdeg: -105.137342 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1990-07-30 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welidepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-248 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: AMOCO OIL COMPANY Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488261.3 Disputmy: 4405752 Latitude: 39.801451715 Longitude: -105.137342493 Site id: 006000000335925 BA235 NW CO WELLS C06000000335927 1/2 -1 Mile Lower Fid: 335926 Objectid: 335927 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0314345E Receipt: 0314345E Permit: 37387-M Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: OW -9 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 2500 Coordewdir: E Coordns: 1200 Coordnsdir: S Utmx: 488242.6 Utmy: 4405729.7 Locaccurac: Spotted from section lines Latdecdeg: 39.801452 Longdecdeg: -105.137342 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1990-07-30 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 TC5127404.2s Page A-249 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: BA236 NW 1/2 - 1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg Usel : Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS AMOCO OIL COMPANY 2 Ogcc api: Not Reported 0 488271.5 4405734.2 39.801451715 -105.137342493 006000000335927 L�IH'PI � � ��d•Z3�Z�I�I�I4�kk�'Pi� 335925 Objectid: 335926 http://www.dwr.state. co.us/Weli PermitSearchNiew.aspx?receipt=O314345D 0314345D Permit: 37386-M Not Reported Currstatus: Permit Issued; Completion Status Unknown OW -8 Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 8 SE Q40: SW Not Reported Coordew: 2500 E Coordns: 1200 S 488242.6 4405729.7 Spotted from section lines 39.801452 -105.137342 OTHER Use2: Not Reported MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 1990-07-30 Not Reported Not Reported Not Reported Not Reported Not Reported Not Reported 0 0 0 0 Welldepth: Botperfcas: TC5127404.2s Page A-250 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: AMOCO OIL COMPANY Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488268 Disputmy: 4405744 Latitude: 39.801451715 Longitude: -105.137342493 Site id: 006000000335926 BB237 SE CO WELLS C06000000077637 1/2 -1 Mile Lower Fid: 77636 Objectid: 77637 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9035204 Receipt: 9035204 Permit: 147300- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: BENJAMIN Filing: Not Reported Lot: 12 Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 800 Coordewdir: E Coordns: 300 Coordnsdir: N Utmx: 490363.9 Utmy: 4403671.2 Locaccurac: Spotted from section lines Latdecdeg: 39.782931 Longdecdeg: -105.112533 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 1 Permissued: 1987-03-26 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1956-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 1 ST USE 1956 test only #1081 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 7 Staticwl: 20 TC5127404.2s Page A-251 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: ROTH CHRISTINE A Completewe: 1 Ogjobbatch: 0 Disputmx: 490363.9 Disputmy: 4403671.2 Latitude: 39.7829310867 Longitude: -105.112532635 Site id: C06000000077637 BA238 NW 112 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Ogcc api: Not Reported CO WELLS C06000000042370 42369 Objectid: 42370 http://www.dwr.state. co. us[Well PermitSearchNiew.aspx?receipt=36656268 3665626B Permit: 294968 - Not Reported Currstatus: Well Constructed MW -38 Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 8 SE 040: SW Not Reported Coordew: 2470 E Coordns: 1260 S 488252 4405748 Spotted from section lines 39.801617 -105.137233 OTHER Use2: Not Reported MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 Not Reported 0 2014-07-15 Not Reported 2014-06-23 Not Reported Not Reported Not Reported Not Reported 0 Welldepth: 25 10 Botperfcas: 25 0 18 TC5127404.2s Page A-252 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: BP PRODUCTS NORTH AMERICA INC Completewe: 1 Ogcc api: Ogjobbatch: 0 Disputmx: 488252 Disputmy: 4405748 Latitude: 39.8016167289 Longitude: -105.137233017 Site id: 006000000042370 AR239 SSE 112 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Wellname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Usel: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Not Reported CO WELLS C06000000073409 73408 Objectid: 73409 http://www.dwr.state.co.us/Wel iPermitSearchNiew. aspx?receipt=9030533 9030533 Permit: 54110 - Not Reported Currstatus: Well Constructed Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 21 NE Q40: NW Not Reported Coordew: 2250 E Coordns: 1050 N 489922.3 4403439.7 Spotted from section lines 39.78084 -105.117686 DOMESTIC Use2: Not Reported Not Reported Aquiferl : ALL UNNAMED AQUIFERS Not Reported 0 Not Reported 1 1972-03-27 Not Reported 1972-08-22 1972-08-22 Not Reported Not Reported Not Reported 0 Welidepth: 31 28 Botperfcas: 31 15 8 TC5127404.2s Page A-253 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: MORGAN RICHARD Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489922.3 Disputmy: 4403439.7 Latitude: 39.7808401279 Longitude: -105.11768618 Site id: C06000000073409 BA240 NW CO WELLS C06000000042369 1/2 -1 Mile Lower Fid: 42368 Objectid: 42369 Moreinfo: http://www.dwr.state.co.us[WellPermitSearchN!ew.aspx?receipt=3665626A Receipt: 3665626A Permit: 294967- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -37 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 2510 Coordewdir: E Coordns: 1250 Coordnsdir: S Utmx: 488239.8 Utmy: 4405744.5 Locaccurac: Spotted from section lines Latdecdeg: 39.801585 Longdecdeg: -105.137375 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2014-07-15 Permexpire: Not Reported Wellconstr: 2014-06-23 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 25 Topperfcas: 10 Botperfcas: 25 Yield: 0 Staticwl: 18 TC5127404.2s Page A-254 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDING'S Applicantn: BP PRODUCTS NORTH AMERICA INC Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488249.3 Disputmy: 4405772.2 Latitude: 39.8015850251 Longitude: -105.137375467 Site id: C06000000042369 BA241 NW CO WELLS 006000000254826 112 -1 Mile Lower Fid: 254825 Objectid: 254826 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0052591 Receipt: 0052591 Permit: 52591 -MH Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: SW Q10: Not Reported Coordew: 2510 Coordewdir: E Coordns: 1250 Coordnsdir: S Utmx: 488239.8 Utmy: 4405744.5 Locaccurac: Spotted from section lines Latdecdeg: 39.801585 Longdecdeg: -105.137375 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2014-06-06 Permexpire: 2014-09-04 Wellconstr: 2014-06-23 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: OPS Two (2) holes to be constructed. Two WCR received. Elev: 0 Welldepth: 25 Topperfcas: 10 Botperfcas: 25 Yield: 0 Staticwl: 18 TC5127404.2s Page A-255 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: BP PRODUCTS NORTH AMERICA INC Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488239 Disputmy: 4405744 Latitude: 39.8015850251 Longitude: -105.137375467 Site id: 006000000254826 242 East CO WELLS C06000000311062 112 -1 Mile Lower Fid: 311061 Objectid: 311062 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0262443B Receipt: 0262443B Permit: 144337--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported Block: Not Reported Ctyparclid: Not Reported Parcelsize: .94999999 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: NW Q40: SW Q10: Not Reported Coordew: 1200 Coordewdir: W Coordns: 1900 Coordnsdir: N Utmx: 490983.9 Utmy: 4404787.5 Locaccurac: Spotted from section lines Latdecdeg: 39.793 Longdecdeg: -105.10531 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 20000 Permitunit: SQ.FT. Annappropr: 0 Permissued: 1986-06-25 Permexpire: 1988-06-25 Wellconstr: 1986-04-02 Firstbenef: Not Reported Pumpinstal: 1988-01-07 Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 45 Topperfcas: 28 Botperfcas: 42 Yield: 12 Staticwl: 28 TC5127404.2s Page A-256 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Applicantn: PESCE MIKE & LUCILLE Completewe: 1 Ogjobbatch: 0 Disputmx: 490983.9 Disputmy: 4404787.5 Latitude: 39.7929958764 Longitude: -105.105307475 Site id: 006000000311062 243 WNW 112 -1 Mile Lower Fid: Moreinfo: Receipt: Wdid: Weliname: Div: County: Desigbasin: Subdivname: Filing: Block: Parcelsize: Pm: Range: Q160: Q10: Coordewdir: Coordnsdir: Utmx: Utmy: Locaccurac: Latdecdeg: Longdecdeg: Use1: Specialuse: Aquifer2: Permitarea: Permitunit: Annappropr: Permissued: Permexpire: Wellconstr: Firstbenef: Pumpinstal: Wellplugge: Comment: Elev: Topperfcas: Yield: Staticwl: Ogcc api: Not Reported CO WELLS C060000O0276666 275664 Objectid: 275665 hftp://www.dwr.state.co.usANellPermitSearchNiew.aspx?receipt=Ol 10986B 0110986B Permit: 24794-F Not Reported Currstatus: Permit Issued; Completion Status Unknown Not Reported Caseno: Not Reported 1 Wd: 7 JEFFERSON Mgmtdist: Not Reported Not Reported Not Reported Not Reported Lot: Not Reported Not Reported Ctyparclid: Not Reported 0 S Township: 3.0 S 69.0 W Section : 17 SW Q40: SE Not Reported Coordew: 2140 W Coordns: 10 N 488039.1 4405359.5 Spotted from section lines 39.798113 -105.139713 COMMERCIAL Use2: Not Reported Not Reported Aquiferl: ALL UNNAMED AQUIFERS Not Reported 0 acres 0 1980-05-05 Not Reported Not Reported Not Reported Not Reported Not Reported Not Reported 0 0 0 0 Welldepth: Botperfcas: TC5127404.2s Page A-257 Applicantn: Completewe: Ogjobbatch: Disputmx: Disputmy: Latitude: Longitude: Site id: 244 South 1/2 -1 Mile Lower GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS RUTT + MC COOK 0 0 488039.1 4405359.5 39.7981133426 -105.139712895 006000000275665 Ogcc api: Org.Identifier: USGS-CO Objectid: Formal name: USGS Colorado Water Science Center Monloc Identifier: USGS-394648105072301 9027775 Monloc name: WHEATRIDGE Wdid: Monloc type: Well Well Constructed Monloc desc: NAWQA Data Entry com.+ver.09/10/1999 Kimbrough Huc code: 10190003 Drainagearea value: Drainagearea Units: Not Reported Contrib drainagearea: Contrib drainagearea units: Not Reported Latitude: Longitude: -105.1230194 Sourcemap scale: Horiz Acc measure: .01 Horiz Acc measure units: Horiz Collection method: Global positioning system (GPS), uncorrected Horiz coord refsys: NAD83 Vert measure val: Vert measure units: feet Vertacc measure val: Vert accmeasure units: feet Vertcollection method: Interpolated from topographic map Vert coord refsys: NGVD29 Countrycode: Aquifername: Alluvial aquifers Formation type: Alluvium and Terrace Deposits Aquifer type: Unconfined single aquifer Construction date: Not Reported Welldepth: Welldepth units: ft Wellholedepth: Wellholedepth units: ft Not Reported FED USGS USGS40000211931 Not Reported Not Reported 39.7801417 Not Reported seconds 5390.00 10 US 21.5 215 Ground -water levels, Number of Measurements: 1 Feet below Feet to Date Surface Sealevel ---------------------------------------------- 1993-07-14 4.51 245 ENE CO WELLS 006000000070745 112 - 1 Mile Lower Fid: 70744 Objectid: 70745 Moreinfo: http://www.dwr.state.co.us[WellPermitSearchNiew.aspx?receipt=9027775 Receipt: 9027775 Permit: 24353- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: 98CW0117 Div: 1 Wd: 7 County: CLEAR CREEK Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: HYLAND HILLS Filing: 1 Lot: 7 TC5127404.2s Page A-258 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 10 Q160: SW Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 490822.9 Utmy: 4405566.2 Locaccurac: Spotted from quarters Latdecdeg: 39.80001 Longdecdeg: -105.107199 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: 1965-06-18 Permexpire: Not Reported Wellconstr: 1965-06-17 Fi rstbe nef: 1965-06-19 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: See 98CW117-The correct location for this well is the SEI/4 of the NE1/4 of Sec. 11, Twp. 4S, Rng. 72W, 1920N, 740E Elev: 0 Welldepth: 121 Topperfcas: 0 Botperfcas: 0 Yield: 12 Staticwl: 35 Applicantn: MAXFIELD KATHLEEN & BRUCE Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490822.9 Disputmy: 4405566.2 Latitude: 39.800010323 Longitude: -105.107198834 Site id: C06000000070745 BC246 SW CO WELLS C06000000392122 1/2 -1 Mile Lower Fid: 392121 Objectid: 392122 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=O402059A Receipt: 0402059A Permit: 196471- Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: W6387 Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-259 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: SW Q10: Not Reported Coordew: 1900 Coordewdir: E Coordns: 120 Coordnsdir: S Utmx: 488421.4 Utmy: 4403787.2 Locaccurac: Spotted from section lines Latdecdeg: 39.783952 Longdecdeg: -105.13522 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 1 Permitunit: ACRES Annappropr: 1 Permissued: 1996-07-10 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1948-05-01 Pumpinstal: Not Reported Wellpl ugge: 1996-07-30 Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 0 Applicantn: L F ENTERPRISES LLC Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488421.4 Disputmy: 4403787.2 Latitude: 39.7839520465 Longitude: -105.135219597 Site id: C06000000392122 BC247 SW CO WELLS C06000000392121 112 - 1 Mile Lower Fid: 392120 Objectid: 392121 Moreinfo: http:/twww.dwr.state.co.usANellPermitSearch/View.aspx?receipt=0402059 Receipt: 0402059 Permit: 196471--A Wdid: Not Reported Currstatus: Well Constructed Wellname: 4800 VANGORDAN Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: NICHOLAS GARDENS Filing: Not Reported Lot: 8 TC5127404.2s Page A-260 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 4.1500001 CO WELLS C06000000077633 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: SW Q10: Not Reported Coordew: 1890 Coordewdir: E Coordns: 110 Coordnsdir: S Well Abandoned Wellname: Utmx: 488424.5 Not Reported Div: Utmy: 4403784.2 7 County: Locaccurac: Spotted from section lines Not Reported Desigbasin: Latdecdeg: 39.783925 Subdivname: Longdecdeg: -105.135183 Filing: Usel : IRRIGATION Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1996-07-10 Permexpire: 1998-07-10 Wellconstr: 1996-07-30 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 5465 Welldepth: 270 Topperfcas: 40 Botperfcas: 270 Yield: 6 Staticwl: 37 Applicantn: L F ENTERPRISES LLC Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488424.5 Disputmy: 4403784.2 Latitude: 39.7839250588 Longitude: -105.135183341 Site id: C06000000392121 BB248 SE CO WELLS C06000000077633 112 -1 Mile Lower Fid: 77632 Objectid: 77633 Moreinfo: http://www.dwr.state.co.us[WeliPermitSearch/View.aspx?receipt=9035198 Receipt: 9035198 Permit: 147112- Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-261 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 700 Coordewdir: E Coordns: 300 Coordnsdir: N Utmx: 490394.4 Utmy: 4403671.2 Locaccurac: Spotted from section lines Latdecdeg: 39.782931 Longdecdeg: -105.112176 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1978-10-23 Pumpinstal: Not Reported Wellplugge: 2011-09-08 Comment: Not Reported Elev: 0 Welidepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: DUNBAR MARION Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490394.4 Disputmy: 4403671.2 Latitude: 39.782931432 Longitude: -105.112176449 Site id: 006000000077633 249 North CO WELLS 006000000483068 112 - 1 Mile Lower Fid: 483067 Objectid: 483068 Moreinfo: http:/Avww.dwr.state.co.us[WellPermitSearch/View.aspx?receipt=0900539 Receipt: 0900539 Permit: 3460- Wdid: Not Reported Currstatus: Permit Canceled Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: UNKNOWN Desigbasin: Not Reported Subdivname: SPRING VALLEY Filing: Not Reported Lot: 7 TC5127404.2s Page A-262 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000368067 Pm: S Township: 3.0 S Range: 69.0 W Section : 9 Q160: NW Q40: SW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Permit Issued; Completion Status Unknown Weliname: Utmx: 489213.4 Not Reported Div: Utmy: 4406373.7 7 County: Locaccurac: Spotted from quarters Not Reported Desigbasin: Latdecdeg: 39.807267 Subdivname: Longdecdeg: -105.126013 Filing: Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: has listed SE 114 on the q40 and 8160 lines Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: MAGNUSON PAUL W Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489213.4 Disputmy: 4406373.7 Latitude: 39.8072670776 Longitude: -105.126012842 Site id: 006000000483068 "250 WSW CO WELLS C06000000368067 112 -1 Mile Higher Fid: 368066 Objectid: 368067 Moreinfo: hftp:/Avww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=O369010C Receipt: 0369010C Permit: 179005- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Weliname: DRAKE MW -3 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-263 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 2020 Coordewdir: W Coordns: 2440 Coordnsdir: S Utmx: 488002.5 Utmy: 4404492.2 Locaccurac: Spotted from section lines Latdecdeg: 39.790298 Longdecdeg: -105.140125 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: UNCONFINED SAN LUIS VALLEY Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-06-16 Permexpire: 1996-06-16 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY SCHOOL DIST R-1 Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488002.5 Disputmy: 4404492.2 Latitude: 39.7902983698 Longitude: -105.140124554 Site id: C06000000368067 AV251 WSW CO WELLS C06000000368066 112 - 1 Mile Higher Fid: 368065 Objectid: 368066 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=03690108 Receipt: 0369010B Permit: 179004- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: DRAKE MW -2 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-264 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS 006000000072766 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE 010: Not Reported Coordew: 2020 Coordewdir: W Coordns: 2420 Coordnsdir: S Wellname: Not Reported Utmx: 488002.5 Div: 1 Utmy: 4404486.2 County: JEFFERSON Locaccurac: Spotted from section lines Desigbasin: Not Reported Latdecdeg: 39.790244 Subdivname: NICHOLAS GARDENS Longdecdeg: -105.140124 Filing: Not Reported Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: UNCONFINED SAN LUIS VALLEY Aquifer2: Not Reported Permitarea: 0 Pennitunit: acres Annappropr: 0 Permissued: 1994-06-16 Permexpire: 1996-06-16 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY SCHOOL DIST R-1 Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488002.5 Disputmy: 4404486.2 Latitude: 39.7902443088 Longitude: -105.140124444 Site id: C06000000368066 BD252 SW CO WELLS 006000000072766 112 -1 Mile Higher Fid: 72765 Objectid: 72766 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9029889 Receipt: 9029889 Permit: 46669- Wdid: 0705278 Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: NICHOLAS GARDENS Filing: Not Reported Lot: 3 TC5127404.2s Page A-265 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: SW Q10: Not Reported Coordew: 2460 Coordewdir: E Coordns: 700 Coordnsdir: S Utmx: 488250.8 Utmy: 4403963 Locaccurac: Spotted from section lines Latdecdeg: 39.785534 Longdecdeg: -105.137215 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: PLOT 3 Elev: 0 Welldepth: 17 Topperfcas: 0 Botperfcas: 0 Yield: 5 Staticwl: 15 Applicantn: ERICSSON THURLOW Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488250.8 Disputmy: 4403963 Latitude: 39.785533686 Longitude: -105.137215074 Site id: C06000000072766 BE253 SSE CO WELLS C06000000279979 112 -1 Mile Lower Fid: 279978 Objectid: 279979 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0206668A Receipt: 0206668A Permit: 81260--A Wdid: Not Reported Currstatus: Not Reported Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIMIE Filing: Not Reported Lot: 19 TC5127404.2s Page A-266 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000066560 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE 040: NW Q10: Not Reported Coordew: 1664 Coordewdir: E Coordns: 912 Coordnsdir: N Well Constructed Wellname: Utmx: 490100.9 Not Reported Div: Utmy: 4403483 7 County: Locaccurac: Spotted from section lines Not Reported Desigbasin: Latdecdeg: 39.781232 Subdivname: Longdecdeg: -105.115601 Filing: Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1980-10-09 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: THRONEBURY S N Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490100.9 Disputmy: 4403483 Latitude: 39.7812323627 Longitude: -105.115601168 Site id: C06000000279979 254 NW CO WELLS C06000000066560 1/2 -1 Mile Lower Fid: 66559 Objectid: 66560 Moreinfo: http://www.dwr.state.co.usANellPermitSearchNiew.aspx?receipt=9024877 Receipt: 9024877 Permit: 2184- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-267 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 8 Q160: SE Q40: NW Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 488400.6 Utmy: 4405967.2 Locaccurac: Spotted from quarters Latdecdeg: 39.803594 Longdecdeg: -105.135501 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1958-10-20 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 100 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 30 Applicantn: ODA UTEONA Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488400.6 Disputmy: 4405967.2 Latitude: 39.8035937796 Longitude: -105.135501042 Site id: C06000000066560 BE255 SSE CO WELLS 006000000075150 112 - 1 Mile Lower Fid: 75149 Objectid: 75150 Moreinfo: http:ltwww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9032274 Receipt: 9032274 Permit: 81260- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIMIE Filing: Not Reported Lot: 19 TC5127404.2s Page A-268 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000075445 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 1654 Coordewdir: E Coordns: 912 Coordnsdir: N Wellname: Not Reported Utmx: 490103.9 Div: 1 Utmy: 4403483.2 County: JEFFERSON Locaccurac: Spotted from section lines Desigbasin: Not Reported Latdecdeg: 39.781234 Subdivname: Not Reported Longdecdeg: -105.115566 Filing: Not Reported Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1975-10-07 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 36 Topperfcas: 0 Botperfcas: 0 Yield: 10 Staticwl: 18 Applicantn: THRONEBURY SILAS N. Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490103.9 Disputmy: 4403483.2 Latitude: 39.7812342 Longitude: -105.115566137 Site id: C06000000075150 BE256 SSE CO WELLS C06000000075445 1/2 -1 Mile Lower Fid: 75444 Objectid: 75445 Mareinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=9032573 Receipt: 9032573 Permit: 84242- Wdid: 0705944 Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-269 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 1800 Coordewdir: E Coordns: 1000 Coordnsdir: N Utmx: 490059.4 Utmy: 4403455.7 Locaccurac: Spotted from section lines Latdecdeg: 39.780986 Longdecdeg: -105.116085 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1976-06-24 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welidepth: 32 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 9 Applicantn: GARNER CARLOS & SUSIE Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490059 Disputmy: 4403455 Latitude: 39.7809859026 Longitude: -105.116085389 Site id: 006000000075445 BE257 SSE CO WELLS 006000000258953 112 -1 Mile Lower Fid: 258952 Objectid: 258953 Moreinfo: http://www.dwr.state. co.us/WeilPermitSearchNiew.aspx?receipt=0070943 Receipt: 0070943 Permit: 84242--A Wdid: 0705944 Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: CLIMIE Filing: Not Reported Lot: 21 TC5127404.2s Page A-270 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: .5 CO WELLS C06000000033217 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 1800 Coordewdir: E Coordns: 1000 Coordnsdir: N Well Constructed Wellname: Utmx: 490059.4 Not Reported Div: Utmy: 4403455.5 7 County: Locaccurac: Spotted from section lines Not Reported Desigbasin: Latdecdeg: 39.780986 Subdivname: Longdecdeg: -105.116085 Filing: Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: .5 Permitunit: ACRES Annappropr: 0 Permissued: 1976-06-08 Permexpi re: 1978-06-08 Wellconstr: 1976-06-24 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 20 Botperfcas: 32 Yield: 0 Staticwl: 9 Applicantn: OGRAY KENNETH & VICKIE G BAILEY Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490069.3 Disputmy: 4403483.2 Latitude: 39.7809841003 Longitude: -105.116085385 Site id: C06000000258953 BF258 SSE CO WELLS C06000000033217 1/2 -1 Mile Lower Fid: 33216 Objectid: 33217 Moreinfo: hftp://www.dwr.state.co.ustWeliPermitSearchNiew.aspx?receipt=3655031 Receipt: 3655031 Permit: 288405- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-271 BD259 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 1/2 - 1 Mile Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2379 Coordewdir: E Coordns: 1196 Coordnsdir: N Caseno: Not Reported Utmx: 489883 Wd: 7 Utmy: 4403395 Mgmtdist: Not Reported Locaccurac: User supplied Latdecdeg: 39.780437 Longdecdeg: -105.118144 Lot: 3 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 1200 Permitunit: SQ. FT. Annappropr: 0 Permissued: 2012-05-30 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1959-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welidepth: 30 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 0 Applicantn: BERGREN RUSSELL Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489883 Disputmy: 4403395 Latitude: 39.7804369087 Longitude: -105.118144431 Site id: C06000000033217 BD259 SW CO WELLS C06000000072765 1/2 - 1 Mile Higher Fid: 72764 Objectid: 72765 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchtView.aspx?receipt=9029888 Receipt: 9029888 Permit: 46668- Wdid: 0705277 Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: NICHOLAS GARDENS Filing: Not Reported Lot: 3 TC5127404.2s Page A-272 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C060000O0358501 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: SW Q10: Not Reported Coordew: 2535 Coordewdir: E Coordns: 717 Coordnsdir: S Wellname: Not Reported Utmx: 488227.9 Div: 1 Utmy: 4403968.5 County: JEFFERSON Locaccurac: Spotted from section lines Desigbasin: Not Reported Latdecdeg: 39.785583 Subdivname: ROWES Longdecdeg: -105.137483 Filing: Not Reported Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: PLOT 3 Elev: 0 Welldepth: 17 Topperfcas: 0 Botperfcas: 0 Yield: 5 Staticwl: 15 Applicantn: ERICSSON THURLOW Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488227.9 Disputmy: 4403968.5 Latitude: 39.7855829257 Longitude: -105.137482614 Site id: C06000000072765 AZ260 SSW CO WELLS C060000O0358501 1/2 -1 Mile Lower Fid: 358500 Objectid: 358501 Moreinfo: http://www.dwr.state.co.us/Well Perm itSearch/View. aspx?receipt=035481 3A Receipt: 0354813A Permit: 171641- Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 8 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: ROWES Filing: Not Reported Lot: 1 TC5127404.2s Page A-273 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 20 Q160: NE Q40: NE Q10: Not Reported Coordew: 525 Coordewdir: E Coordns: 940 Coordnsdir: N Utmx: 488841 Utmy: 4403466.7 Locaccurac: Spotted from section lines Latdecdeg: 39.78107 Longdecdeg: -105.130314 Usel : DOMESTIC Use2: STOCK Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 1 Permissued: 1993-08-09 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1965-06-01 Pumpinstal: Not Reported Wel I plugge: 1993-08-30 Comment: 1 ST USE6/1/65;0.9AC @4675SWADLEY,WHEAT RIDGE;20,000SQFT LAWN,DOM AN Elev: 0 Welldepth: 40 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 0 Applicantn: GROEN KENNETH L & CYNTHIA A Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488841 Disputmy: 4403466.7 Latitude: 39.78106991 Longitude: -105.130313903 Site id: 006000000358501 BG261 SE CO WELLS C06000000380697 1/2 - 1 Mile Lower Fid: 380696 Objectid: 380697 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0386434M Receipt: 0386434M Permit: 188115- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -9 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-274 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 50 Coordewdir: E Coordns: 150 Coordnsdir: S Utmx: 490592.9 Utmy: 4403809.6 Locaccurac: Spotted from section lines Latdecdeg: 39.784181 Longdecdeg: -105.10986 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Pe rmissued: 1995-07-03 Permexpire: 1997-07-03 Wellconstr: 1994-02-22 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: AMOCO OIL COMPANY #5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490592.9 Disputmy: 4403809.6 Latitude: 39.7841806506 Longitude: -105.109860308 Site id: 006000000380697 BH262 East CO WELLS C06000000206887 112 -1 Mile Lower Fid: 205886 Objectid: 205887 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0014805 Receipt: 0014805 Permit: 14805 -MH Wdid: Not Reported Currstatus: Permit Expired Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-275 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 15 Q160: NW Q40: Not Reported Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 491019.8 Utmy: 4404968.7 Locaccurac: Spotted from quarters Latdecdeg: 39.794629 Longdecdeg: -105.104891 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1989-02-13 Permexpi re: 1989-05-14 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: SLACK-ELLERMAN ARCHITIECTS Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 491019 Disputmy: 4404968 Latitude: 39.7946288878 Longitude: -105.104890646 Site id: C06000000205887 BH263 East CO WELLS C06000000205888 1/2 -1 Mile Lower Fid: 205887 Objectid: 205888 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0014806 Receipt: 0014806 Permit: 14806 -MH Wdid: Not Reported Currstatus: Permit Expired Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-276 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000380696 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: NW Q40: Not Reported Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Well Constructed Wellname: Utmx: 491019.8 Not Reported Div: Utmy: 4404968.7 7 County: Locaccurac: Spotted from quarters Not Reported Desigbasin: Latdecdeg: 39.794629 Subdivname: Longdecdeg: -105.104891 Filing: Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1989-02-13 Permexpire: 1989-05-14 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: PITCAIRN PROPERTIES Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 491029.3 Disputmy: 4404996.2 Latitude: 39.7946288878 Longitude: -105.104890646 Site id: 006000000205888 BG264 SE CO WELLS C06000000380696 1/2 -1 Mile Lower Fid: 380695 Objectid: 380696 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0386434L Receipt: 0386434L Permit: 188114- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -10 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-277 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 16 Q160: SE Q40: SE Q10: Not Reported Coordew: 75 Coordewdir: E Coordns: 100 Coordnsdir: S Utmx: 490585.1 Utmy: 4403794.1 Locaccurac: Spotted from section lines Latdecdeg: 39.784041 Longdecdeg: -105.109951 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1995-07-03 Permexpire: 1997-07-03 Wellconstr: 1994-02-23 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 15 Topperfcas: 5 Botperfcas: 15 Yield: 0 Staticwl: 0 Applicantn: AMOCO OIL COMPANY #5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490585.1 Disputmy: 4403794.1 Latitude: 39.7840409068 Longitude: -105.109951177 Site id: 006000000380696 AW265 SSW CO WELLS 006000000374138 1/2 - 1 Mile Lower Fid: 374137 Objectid: 374138 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0376823A Receipt: 0376823A Permit: 184145- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-278 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Parcelsize: 0 http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0376823B Pm: S Township: Range: 69.0 W Section Q160: NW Q40: Q10: Not Reported Coordew: Coordewdir: W Coordns: Coordnsdir: N JEFFERSON Utmx: 489153.7 Desigbasin: Utmy: 4403358.7 Locaccurac: Spotted from section lines Latdecdeg: 39.780101 Not Reported Longdecdeg: -105.12666 Usel : DOMESTIC Use2: Specialuse: Not Reported Aquiferl: Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Perm issued: 1994-12-21 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: 1 ST USE 1949; 2 AC PCL; 20,000 SQUARE FT Elev: 0 Welldepth: Topperfcas: 0 Botperfcas: Yield: 0 Staticwl: 0 Applicantn: MATTOX LORENE & DIANE Completewe: 0 Ogcc api: Ogjobbatch: 0 Disputmx: 489153 Disputmy: 4403358 Latitude: 39.7801008591 Longitude: -105.126660442 Site id: C06000000374138 AW266 SSW 112 -1 Mile Lower Not Reported 3.0 S 21 NW 500 1300 Not Reported QUATERNARY ALLUVIUM Not Reported CO WELLS C06000000374139 Fid: 374138 Objectid: 374139 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0376823B Receipt: 0376823B Permit: 184145--A Wdid: Not Reported Currstatus: Well Constructed Wellname: REPLACES LR Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-279 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: NW Q10: Not Reported Coordew: 500 Coordewdir: W Coordns: 1300 Coordnsdir: N Utmx: 489153.7 Utmy: 4403358.7 Locaccurac: Spotted from section lines Latdecdeg: 39.780101 Longdecdeg: -105.12666 Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-12-21 Permexpire: 1996-12-21 Wellconstr: 1995-05-12 Firstbenef: Not Reported Pumpinstal: 1995-06-04 Wellplugge: Not Reported Comment: REPL 1949 WELL; 2 AC PCL; 20,000 SQ FT IRR Elev: 0 Welldepth: 42 Topperfcas: 20 Botperfcas: 42 Yield: 15 Staticwl: 5 Applicantn: MATTOX LORENE & DIANE Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489163.3 Disputmy: 4403386.2 Latitude: 39.7801008591 Longitude: -105.126660442 Site id: C06000000374139 BC267 SW CO WELLS C06000000023090 1/2 -1 Mile Lower Fid: 23089 Objectid: 23090 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=3641751 Receipt: 3641751 Permit: 281481- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: NICHOLAS GARDENS Filing: Not Reported Lot: 7 TC5127404.2s Page A-280 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 1 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SE Q40: SW Q10: Not Reported Coordew: 2215 Coordewdir: E Coordns: 270 Coordnsdir: S Utmx: 488325 Utmy: 4403833 Locaccurac: User supplied Latdecdeg: 39.784363 Longdecdeg: -105.136346 Use1: COMMERCIAL Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 2009-08-19 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1963-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 50 Topperfcas: 0 Botperfcas: 0 Yield: 3 Staticwl: 0 Applicantn: API INVESTMENTS LLC Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488325 Disputmy: 4403833 Latitude: 39.7843633929 Longitude: -105.136346207 Site id: C06000000023090 BF268 SSE CO WELLS C08000000033218 112 -1 Mile Lower Fid: 33217 Objectid: 33218 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=3655032 Receipt: 3655032 Permit: 288406- Wdid: Not Reported Currstatus: Well Constructed Weliname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-281 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NW Q10: Not Reported Coordew: 2176 Coordewdir: E Coordns: 1194 Coordnsdir: N Utmx: 489945 Utmy: 4403396 Locaccurac: User supplied Latdecdeg: 39.780447 Longdecdeg: -105.11742 Usel: DOMESTIC Use2: STOCK Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 1000 Permitunit: SQ. FT. Annappropr: 0 Permissued: 2012-05-30 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1960-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 30 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 0 Applicantn: BERGREN RUSSELL Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489945 Disputmy: 4403396 Latitude: 39.7804466538 Longitude: -105.117420424 Site id: C06000000033218 "269 WSW CO WELLS C06000000368071 1/2 -11 Mile Higher Fid: 368070 Objectid: 368071 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0369010G Receipt: 036901 OG Permit: 179009- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: DRAKE MW -7 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-282 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 2020 Coordewdir: W Coordns: 2050 Coordnsdir: S Utmx: 488002.5 Utmy: 4404373.2 Locaccurac: Spotted from section lines Latdecdeg: 39.789226 Longdecdeg: -105.140122 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifer1: UNCONFINED SAN LUIS VALLEY Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-06-16 Permexpire: 1996-06-16 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY SCHOOL DIST R-1 Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488002.5 Disputmy: 4404373.2 Latitude: 39.7892261675 Longitude: -105.140122378 Site id: C06000000368071 B1270 WSW CO WELLS C06000000368072 112 -1 Mile Higher Fid: 368071 Objectid: 368072 Moreinfo: http://www.dwr.state.co.us/WellPermitSearch/View.aspx?receipt=036901 OH Receipt: 0369010H Permit: 179010- Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: DRAKE MW -8 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-283 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 2020 Coordewdir: W Coordns: 2000 Coordnsdir: S Utmx: 488002.5 Utmy: 4404358.2 Locaccurac: Spotted from section lines Latdecdeg: 39.789091 Longdecdeg: -105.140122 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: UNCONFINED SAN LUIS VALLEY Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-06-16 Permexpire: 1996-06-16 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY SCHOOL DIST R-1 Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488002.5 Disputmy: 4404358.2 Latitude: 39.7890910164 Longitude: -105.140122104 Site id: 006000000368072 AU271 South CO WELLS C06000000419795 112 - 1 Mile Lower Fid: 419794 Objectid: 419795 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=0442291A Receipt: 0442291A Permit: 217032- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW8 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-284 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: SE Q10: Not Reported Coordew: 2077 Coordewdir: W Coordns: 1428 Coordnsdir: N Utmx: 489634.4 Utmy: 4403322.7 Locaccurac: Spotted from section lines Latdecdeg: 39.779782 Longdecdeg: -105.121046 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1999-04-16 Permexpire: 2001-04-16 Wellconstr: 1998-08-19 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 12 Topperfcas: 2 Botperfcas: 12 Yield: 0 Staticwl: 7 Applicantn: WHEATRIDGE CITY OF Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489634.4 Disputmy: 4403322.7 Latitude: 39.7797824856 Longitude: -105.121046388 Site id: C06000000419795 BA272 Shallow Water Depth: 13.4' WNW Groundwater Flow: S AQUIFLOW 11056 1/2 -1 Mile Lower Deep Water Depth: 20.7 Date: 12-17-97 BJ273 South CO WELLS C06000000419796 1/2 -11 Mile Lower Fid: 419795 Objectid: 419796 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0442291 B Receipt: 0442291B Permit: 217033- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW7 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-285 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000214585 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: SE Q10: Not Reported Coordew: 2077 Coordewdir: W Coordns: 1452 Coordnsdir: N Permit Issued; Completion Status Unknown Wellname: Utmx: 489634.4 Not Reported Div: Utmy: 4403315.7 7 County: Locaccurac: Spotted from section lines Not Reported Desigbasin: Latdecdeg: 39.779719 Subdivname: Longdecdeg: -105.121046 Filing: Uset: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Perm issued: 1999-04-16 Permexpire: 2001-04-16 Wellconstr: 1998-08-19 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 12 Topperfcas: 2 Botperfcas: 14 Yield: 0 Staticwl: 6 Applicantn: WHEATRIDGE CITY OF Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489634.4 Disputmy: 4403315.7 Latitude: 39.7797194143 Longitude: -105.121046277 Site id: C06000000419796 B1274 WSW CO WELLS C06000000214585 112 -1 Mile Higher Fid: 214584 Objectid: 214585 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0021399A Receipt: 0021399A Permit: 21399 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-286 GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Receipt: 9029783 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Subdivname: Not Reported Utmx: 487991.9 Filing: Not Reported Utmy: 4404353.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78905 Longdecdeg: -105.140246 Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1993-08-25 Pe rm expi re: 1993-11-23 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: X -REF 179003-179010 Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY SCHOOL DISTRICT R1 Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488001.3 Disputmy: 4404381.2 Latitude: 39.7890503212 Longitude: -105.140245822 Site id: 006000000214585 B1276 WSW CO WELLS 006000000072660 1/2 -1 Mile Higher Fid: 72659 Objectid: 72660 Moreinfo: http://www.dwr.state.co.us/Wel]PermitSearchNiew.aspx?receipt=9029783 Receipt: 9029783 Permit: 45472- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-287 GEOCHECK6- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000223634 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Permit Issued; Completion Status Unknown Wellname: Utmx: 487991.9 Not Reported Div: Utmy: 4404353.7 7 County: Locaccurac: Spotted from quarters Not Reported Desigbasin: Latdecdeg: 39.78905 Subdivname: Longdecdeg: -105.140246 Filing: Usel: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl : ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 1 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 40 Topperfcas: 0 Botperfcas: 0 Yield: 20 Staticwl: 30 Applicantn: LUKAS ROBERT & A MAE Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 487991 Disputmy: 4404353 Latitude: 39.7890503212 Longitude: -105.140245822 Site id: 006000000072660 BI276 WSW CO WELLS C06000000223634 1/2 -1 Mile Higher Fid: 223633 Objectid: 223634 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0028497 Receipt: 0028497 Permit: 28497 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-288 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000223309 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Permit Issued; Completion Status Unknown Wellname: Utmx: 487991.9 Not Reported Div: Utmy: 4404353.7 8 County: Locaccurac: Spotted from quarters Not Reported Desigbasin: Latdecdeg: 39.78905 Subdivname: Longdecdeg: -105.140246 Filing: Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquiferl: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1996-06-18 Permexpire: 1996-09-18 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY SCHOOL DIST R-1 Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488017 Disputmy: 4404368 Latitude: 39.7890503212 Longitude: -105.140245822 Site id: C06000000223634 B1277 WSW CO WELLS C06000000223309 1/2 -1 Mile Higher Fid: 223308 Objectid: 223309 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0028207 Receipt: 0028207 Permit: 28207 -MH Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 8 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-289 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 0 Coordewdir: Not Reported Coordns: 0 Coordnsdir: Not Reported Utmx: 487991.9 Utmy: 4404353.7 Locaccurac: Spotted from quarters Latdecdeg: 39.78905 Longdecdeg: -105.140246 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1996-05-20 Permexpire: 1996-08-20 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY SCHOOL DIST R-1 Completewe: 2 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 488010.3 Disputmy: 4404376 Latitude: 39.7890503212 Longitude: -105.140245822 Site id: C06000000223309 BI278 WSW CO WELLS 006000000194152 1/2 -1 Mile Higher Fid: 194151 Objectid: 194152 Moreinfo: http:/twww.dwr.state.co.us/Wel[PermitSearch/View.aspx?receipt=0000828A Receipt: 0000828A Permit: 2002014 -AB Wdid: Not Reported Currstatus: Well Abandoned Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-290 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 1948 Coordewdir: W Coordns: 2066 Coordnsdir: S Not Reported Div: Utmx: 487980.6 7 County: Utmy: 4404378.2 Not Reported Desigbasin: Locaccurac: Spotted from section lines Subdivname: Latdecdeg: 39.789271 Filing: Longdecdeg: -105.140378 Not Reported Usel: OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: Not Reported Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: 2001-12-19 Comment: 19 WELLS Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: KRW CONSULTING Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 487980.6 Disputmy: 4404378.2 Latitude: 39.7892709087 Longitude: -105.140378245 Site id: 006000000194152 B1279 WSW CO WELLS CO6000000395869 112 -1 Mile Higher Fid: 395868 Objectid: 395869 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0407218C Receipt: 0407218C Permit: 47621-F Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: RW1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-291 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 1950 Coordewdir: W Coordns: 2050 Coordnsdir: S Utmx: 487981.2 Utmy: 4404373.2 Locaccurac: Spotted from section lines Latdecdeg: 39.789226 Longdecdeg: -105.140371 Usel: OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1996-11-25 Permexpire: 1997-11-25 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY PUBLIC SCHOOLS Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 487981.2 Disputmy: 4404373.2 Latitude: 39.7892258671 Longitude: -105.140371146 Site id: 006000000395869 BG280 SE CO WELLS 006000000077438 1/2 - 1 Mile Lower Fid: 77437 Objectid: 77438 Moreinfo: http://www.dwr.state. co.us/WellPermitSearchNiew.aspx?receipt=9034933 Receipt: 9034933 Permit: 125047- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-292 GEOCHECK0- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: SE Q40: SE Q10: Not Reported Coordew: 60 Coordewdir: W Coordns: 110 Coordnsdir: S Utmx: 490626.3 Utmy: 4403797.6 Locaccurac: Spotted from section lines Latdecdeg: 39.784073 Longdecdeg: -105.10947 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: Not Reported Annappropr: 0 Permissued: 1982-04-26 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1938-03-01 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 21 Topperfcas: 0 Botperfcas: 0 Yield: 15 Staticwl: 0 Applicantn: MALCOLM NOBLE Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490626.3 Disputmy: 4403797.6 Latitude: 39.7840728974 Longitude: -105.109470076 Site id: C06000000077438 B1281 WSW CO WELLS C06000000395868 112 -1 Mile Higher Fid: 395867 Objectid: 395868 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=040721813 Receipt: 0407218B Permit: 47622-F Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: RW2 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-293 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 1940 Coordewdir: W Coordns: 2040 Coordnsdir: S Utmx: 487978.1 Utmy: 4404370.2 Locaccurac: Spotted from section lines Latdecdeg: 39.789199 Longdecdeg: -105.140407 Usel : OTHER Use2: Not Reported Specialuse: Not Reported Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1996-11-25 Permexpire: 1997-11-25 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY PUBLIC SCHOOLS Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 487978.1 Disputmy: 4404370.2 Latitude: 39.789198793 Longitude: -105.140407297 Site id: 006000000395868 BJ282 South CO WELLS C06000000419797 112 -1 Mile Lower Fid: 419796 Objectid: 419797 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0442291 C Receipt: 0442291C Permit: 217034- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW6 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-294 TC5127404.2s Page A-295 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: SE Q10: Not Reported Coordew: 2077 Coordewdir: W Coordns: 1485 Coordnsdir: N Utmx: 489634.4 Utmy: 4403305.2 Locaccurac: Spotted from section lines Latdecdeg: 39.779625 Longdecdeg: -105.121046 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1999-04-16 Permexpire: 2001-04-16 Wellconstr: 1998-08-19 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 12 Topperfcas: 2 Botperfcas: 11 Yield: 0 Staticwl: 6 Applicantn: WHEATRIDGE CITY OF Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489634.4 Disputmy: 4403305.2 Latitude: 39.7796248083 Longitude: -105.121046112 Site id: C06000000419797 BI283 WSW CO WELLS C06000000395867 1/2 -1 Mile Higher Fid: 395866 Objectid: 395867 Moreinfo: http://www.dwr.state.co.us/Wel[PermitSearch/View.aspx?receipt=0407218A Receipt: 0407218A Permit: 47620-F Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-295 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 17 Q160: SW Q40: NE Q10: Not Reported Coordew: 1930 Coordewdir: W Coordns: 2030 Coordnsdir: S Utmx: 487975.1 Utmy: 4404367.2 Locaccurac: Spotted from section lines Latdecdeg: 39.789172 Longdecdeg: -105.140442 Usel: OTHER Use2: Not Reported Specialuse: Not Reported Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1996-11-25 Permexpire: 1997-11-24 Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: JEFFERSON COUNTY PUBLIC SCHOOLS Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 487975.1 Disputmy: 4404367.2 Latitude: 39.7891717198 Longitude: -105.14044228 Site id: C06000000395867 AX284 SE CO WELLS C06000000374109 112 - 1 Mile Lower Fid: 374108 Objectid: 374109 Moreinfo: http://www.dwr.state. co. us/WeliPermitSearchNiew.aspx?receipt=0376780D Receipt: 0376780D Permit: 183250- Wdid: Not Reported Currstatus: Well Constructed Wellname: VP -6 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-296 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000419798 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE 040: NE Q10: Not Reported Coordew: 185 Coordewdir: E Coordns: 155 Coordnsdir: N Well Constructed Wellname: Utmx: 490551.3 Not Reported Div: Utmy: 4403716.1 7 County: Locaccurac: Spotted from section lines Not Reported Desigbasin: Latdecdeg: 39.783338 Subdivname: Longdecdeg: -105.110345 Filing: Usell: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-11-09 Permexpire: 1996-11-09 Wellconstr: 1994-07-18 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 19 Topperfcas: 4 Botperfcas: 19 Yield: 0 Staticwl: 0 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490551.3 Disputmy: 4403716.1 Latitude: 39.783337743 Longitude: -105:110344784 Site id: 006000000374109 BJ285 South CO WELLS C06000000419798 112 -1 Mile Lower Fid: 419797 Objectid: 419798 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0442291 D Receipt: 0442291D Permit: 217035- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW9 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-297 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: SE Q10: Not Reported Coordew: 2077 Coordewdir: W Coordns: 1507 Coordnsdir: N Utmx: 489634.4 Utmy: 4403298.7 Locaccurac: Spotted from section lines Latdecdeg: 39.779566 Longdecdeg: -105.121046 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1999-04-16 Permexpire: 2001-04-16 Wellconstr: 1998-08-19 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 12 Topperfcas: 2 Botperfcas: 12 Yield: 0 Staticwl: 0 Applicantn: WHEATRIDGE CITY OF Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489634.4 Disputmy: 4403298.7 Latitude: 39.7795662427 Longitude: -105.121046009 Site id: 006000000419798 BG286 SE CO WELLS 006000000380695 1/2 - 1 Mile Lower Fid: 380694 Objectid: 380695 Moreinfo: http:/twww.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0386434K Receipt: 0386434K Permit: 188113- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -11 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-298 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 15 Q160: SW Q40: SW Q10: Not Reported Coordew: 90 Coordewdir: W Coordns: 100 Coordnsdir: S Utmx: 490635.4 Utmy: 4403794.6 Locaccurac: Spotted from section lines Latdecdeg: 39.784046 Longdecdeg: -105.109364 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1995-07-03 Permexpire: 1997-07-03 Wellconstr: 1994-11-17 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 14 Topperfcas: 4 Botperfcas: 14 Yield: 0 Staticwl: 0 Applicantn: AMOCO OIL COMPANY #5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490635.4 Disputmy: 4403794.6 Latitude: 39.7840459672 Longitude: -105.10936376 Site id: 006000000380695 AX287 SE CO WELLS C06000000374119 112 -1 Mile Lower Fid: 374118 Objectid: 374119 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=O37678ON Receipt: 0376780N Permit: 183260- Wdid: Not Reported Currstatus: Well Constructed Weliname: SP -10 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-299 Fid: GEOCHECKS- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 0376780E Permit: Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE 040: NE Q10: Not Reported Coordew: 175 Coordewdir: E Coordns: 175 Coordnsdir: N Not Reported Utmx: 490554.4 Not Reported Lot: Utmy: 4403710.1 Locaccurac: Spotted from section lines Latdecdeg: 39.783284 Longdecdeg: -105.110308 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-11-09 Permexpire: 1996-11-09 Wel Iconstr: 1994-07-22 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 23 Topperfcas: 20 Botperfcas: 23 Yield: 0 Staticwl: 8 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490554.4 Disputmy: 4403710.1 Latitude: 39.7832837163 Longitude: -105.110308495 Site id: 006000000374119 BG288 SE CO WELLS C06000000374110 112 -1 Mile Lower Fid: 374109 Objectid: 374110 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0376780E Receipt: 0376780E Permit: 183251- Wdid: Not Reported Currstatus: Well Constructed Weliname: VP -7 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-300 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C06000000023117 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 140 Coordewdir: E Coordns: 150 Coordnsdir: N Well Constructed Wellname: Utmx: 490565.1 Not Reported Div: Utmy: 4403718.1 1 County: Locaccurac: Spotted from section lines Not Reported Desigbasin: Latdecdeg: 39.783356 Subdivname: Longdecdeg: -105.110184 Filing: Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifer1: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-11-09 Permexpire: 1996-11-09 Wel Iconstr: 1994-07-18 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 19 Topperfcas: 4 Botperfcas: 19 Yield: 0 Staticwl: 8 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490565.1 Disputmy: 4403718.1 Latitude: 39.7833559165 Longitude: -105.110183652 Site id: C06000000374110 BJ289 South CO WELLS C06000000023117 1/2 -1 Mile Lower Fid: 23116 Objectid: 23117 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=3641796A Receipt: 3641796A Permit: 281243- Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 1 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-301 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: .33000001 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: SE Q10: Not Reported Coordew: 2033 Coordewdir: W Coordns: 1532 Coordnsdir: N Utmx: 489621 Utmy: 4403291 Locaccurac: User supplied Latdecdeg: 39.7795 Longdecdeg: -105.1212 Usel : DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 2000 Permitunit: SQ. FT. Annappropr: 0 Permissued: 2009-07-22 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: 1960-12-31 Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas; 0 Yield: 0 Staticwl: 0 Applicantn: MARTIN JUDY ANN Completewe: 3 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489631.3 Disputmy: 4403319.2 Latitude: 39.7794967008 Longitude: -105.121202368 Site id: C06000000023117 BJ290 South CO WELLS C06000000023118 1/2 -1 Mile Lower Fid: 23117 Objectid: 23118 Moreinfo: http://www.dwr.state. co.us/WellPermitSearchNiew.aspx?receipt=36417968 Receipt: 3641796B Permit: 281243--A Wdid: Not Reported Currstatus: Well Constructed Wellname: Not Reported Caseno: Not Reported Div: 1 Wd: 1 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-302 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: .33000001 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NW Q40: SE Q10: Not Reported Coordew: 2033 Coordewdir: W Coordns: 1532 Coordnsdir: N Utmx: 489621 Utmy: 4403291 Locaccurac: User supplied Latdecdeg: 39.7795 Longdecdeg: -105.1212 Use1: DOMESTIC Use2: Not Reported Specialuse: Not Reported Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 2000 Permitunit: SQ. FT. Annappropr: 0 Permissued: 2009-07-22 Perm expi re: 2011-07-22 Wel Iconstr: 2009-07-24 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 33 Topperfcas: 21 Botperfcas: 33 Yield: 30 Staticwl: 11 Applicantn: MARTIN JUDY ANN Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 489621 Disputmy: 4403291 Latitude: 39.7794967008 Longitude: -105.121202368 Site id: C06000000023118 BG291 SE CO WELLS 006000000370586 112 -1 Mile Lower Fid: 370585 Objectid: 370586 Moreinfo: http://www.dwr.state.co.uslWeliPermitSearchNiew.aspx?receipt=0372124D Receipt: 0372124D Permit: 180547- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-303 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 45 Coordewdir: E Coordns: 64 Coordnsdir: N Utmx: 490594 Utmy: 4403744.1 Locaccurac: Spotted from section lines Latdecdeg: 39.78359 Longdecdeg: -105.109847 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-08-11 Permexpi re: 1996-08-11 Wellconstr: 1993-04-02 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 19 Topperfcas: 3 Botperfcas: 19 Yield: 0 Staticwl: 8 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490594 Disputmy: 4403744.1 Latitude: 39.7835904993 Longitude: -105.109846523 Site id: 006000000370586 BG292 SE CO WELLS C080000O0374118 112 -1 Mile Lower Fid: 374117 Objectid: 374118 Moreinfo: http://www.dwr.state. co.us/WelIPermitSearchNiew.aspx?receipt=0376780M Receipt: 0376780M Permit: 183259- Wdid: Not Reported Currstatus: Well Constructed Wellname: SP -9 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-304 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS 1 _ Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C060000O0374117 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 155 Coordewdir: E Coordns: 175 Coordnsdir: N Well Constructed Wellname: Utmx: 490560.5 Not Reported Div: Utmy: 4403710.1 7 County: Locaccurac: Spotted from section lines Not Reported Desigbasin: Latdecdeg: 39.783284 Subdivname: Longdecdeg: -105.110237 Filing: Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-11-09 Permexpire: 1996-11-09 Wellconstr: 1994-07-20 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 23 Topperfcas: 20 Botperfcas: 23 Yield: 0 Statiawl: 0 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490560.5 Disputmy: 4403710.1 Latitude: 39.7832837846 Longitude: -105.110237257 Site id: 006000000374118 BG293 SE CO WELLS C060000O0374117 1/2 -1 Mile Lower Fid: 374116 Objectid: 374117 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0376780L Receipt: 0376780L Permit: 183258- Wdid: Not Reported Currstatus: Well Constructed Wellname: SP -8 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-305 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section: 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 125 Coordewdir: E Coordns: 155 Coordnsdir: N Utmx: 490569.6 Utmy: 4403716.6 Locaccurac: Spotted from section lines Latdecdeg: 39.783342 Longdecdeg: -105.110131 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-11-09 Permexpire: 1996-11-09 Wellconstr: 1994-07-22 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 24 Topperfcas: 21 Botperfcas: 23 Yield: 0 Staticwl: 9 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490569.6 Disputmy: 4403716.6 Latitude: 39.783342451 Longitude: -105.110131079 Site id: C06000000374117 BG294 SE CO WELLS C06000000370583 112 -1 Mile Lower Fid: 370582 Objectid: 370583 Moreinfo: http://www.dwr.state.co.us/Wel lPermitSearch/View.aspx?receipt=0372124A Receipt: 0372124A Permit: 180544- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-306 GEOCH:ECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 CO WELLS C060000O0370589 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 119 Coordewdir: E Coordns: 154 Coordnsdir: N Well Constructed Wellname: Utmx: 490571.5 Not Reported Div: Utmy: 4403716.6 7 County: Locaccurac: Spotted from section lines Not Reported Desigbasin: Latdecdeg: 39.783342 Subdivname: Longdecdeg: -105.110109 Filing: Usel : OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl- ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-08-11 Permexpire: 1996-08-11 Wellconstr: 1993-04-01 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 20 Topperfcas: 5 Botperfcas: 20 Yield: 0 Staticwl: 8 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490571.5 Disputmy: 4403716.6 Latitude: 39.7833424717 Longitude: -105.11010889 Site id: C06000000370583 BG295 SE CO WELLS C060000O0370589 1/2 -1 Mile Lower Fid: 370588 Objectid: 370589 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0372124G Receipt: 0372124G Permit: 180550- Wdid: Not Reported Currstatus: Well Constructed Wellname: VP -1 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-307 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 114 Coordewdir: E Coordns: 160 Coordnsdir: N Utmx: 490573 Utmy: 4403715.1 Locaccurac: Spotted from section lines Latdecdeg: 39.783329 Longdecdeg: -105.110091 Use1: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifer1 ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-08-11 Permexpire: 1996-08-11 Wellconstr: 1993-09-07 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 19 Topperfcas: 4 Botperfcas: 19 Yield: 0 Staticwl: 8 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490573 Disputmy: 4403715.1 Latitude: 39.7833289738 Longitude: -105.110091351 Site id: 006000000370589 BG296 SE CO WELLS 006000000342901 1/2 -1 Mile Lower Fid: 342900 Objectid: 342901 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=O32699OG Receipt: 032699OG Permit: 39500-M Wdid: Not Reported Currstatus: Permit Issued; Completion Status Unknown Wellname: MW -9 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-308 GEOCHECK@- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 10 Coordewdir: E Coordns: 60 Coordnsdir: N Utmx: 490604.7 Utmy: 4403745.6 Locaccurac: Spotted from section lines Latdecdeg: 39.783604 Longdecdeg: -105.109722 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1991-07-31 Permexpire: Not Reported Wellconstr: Not Reported Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 0 Topperfcas: 0 Botperfcas: 0 Yield: 0 Staticwl: 0 Applicantn: EXXON / GAGNON KRIS Completewe: 0 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490604.7 Disputmy: 4403745.6 Latitude: 39.783604133 Longitude: -105.109721586 Site id: C06000000342901 BG297 SE CO WELLS C060000O0380694 1/2 -1 Mile Lower Fid: 380693 Objectid: 380694 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearch/View.aspx?receipt=0386434J Receipt: 0386434J Permit: 188112- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -12 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-309 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0S; Range: 69.0 W Section : 15 Q160: SW Q40: SW Q10: Not Reported Coordew: 100 Coordewdir: W Coordns: 50 Coordnsdir: S Utmx: 490638.3 Utmy: 4403779.6 Locaccurac: Spotted from section lines Latdecdeg: 39.783911 Longdecdeg: -105.10933 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1995-07-03 Permexpire: 1997-07-03 Wellconstr: 1994-11-17 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 14 Topperfcas: 4 Botperfcas: 14 Yield: 0 Staticwl: 0 Applicantn: AMOCO OIL COMPANY #5487 Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490638.3 Disputmy: 4403779.6 Latitude: 39.7839108468 Longitude: -105.109329679 Site id: C06000000380694 BG298 SE CO WELLS C06000000370584 1/2 -1 Mile Lower Fid: 370583 Objectid: 370584 Moreinfo: http://www.dwr.state.co.us/WeliPermitSearchNiew.aspx?receipt=0372124B Receipt: 0372124B Permit: 180545- Wdid: Not Reported Currstatus: Well Constructed Wellname: MW -2 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-310 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 66 Coordewdir: E Coordns: 123 Coordnsdir: N Utmx: 490587.6 Utmy: 4403726.1 Locaccurac: Spotted from section lines Latdecdeg: 39.783428 Longdecdeg: -105.109921 Usel: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquiferl: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-08-11 Permexpire: 1996-08-11 Wellconstr: 1993-04-02 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 20 Toppertcas: 5 Botperfcas: 20 Yield: 0 Staticwl: 8 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490587.6 Disputmy: 4403726.1 Latitude: 39.7834282463 Longitude: -105.109921005 Site id: 006000000370584 BG299 SE CO WELLS C06000000374116 1/2.1 Mile Lower Fid: 374115 Objectid: 374116 Moreinfo: http://www.dwr.state.co.us/WellPermitSearchNiew.aspx?receipt=0376780K Receipt: 0376780K Permit: 183257- Wdid: Not Reported Currstatus: Well Constructed Wellname: SP -7 Caseno: Not Reported Div: 1 Wd: 7 County: JEFFERSON Mgmtdist: Not Reported Desigbasin: Not Reported Subdivname: Not Reported Filing: Not Reported Lot: Not Reported TC5127404.2s Page A-311 GEOCHECK®- PHYSICAL SETTING SOURCE MAP FINDINGS Block: Not Reported Ctyparclid: Not Reported Parcelsize: 0 Pm: S Township: 3.0 S Range: 69.0 W Section : 21 Q160: NE Q40: NE Q10: Not Reported Coordew: 125 Coordewdir: E Coordns: 180 Coordnsdir: N Utmx: 490569.7 Utmy: 4403708.6 Locaccurac: Spotted from section lines Latdecdeg: 39.78327 Longdecdeg: -105.11013 Uses: OTHER Use2: Not Reported Specialuse: MONITORING WELL Aquifers: ALL UNNAMED AQUIFERS Aquifer2: Not Reported Permitarea: 0 Permitunit: acres Annappropr: 0 Permissued: 1994-11-09 Permexpire: 1996-11-09 Wellconstr: 1994-07-20 Firstbenef: Not Reported Pumpinstal: Not Reported Wellplugge: Not Reported Comment: Not Reported Elev: 0 Welldepth: 24 Topperfcas: 21 Botperfcas: 23 Yield: 0 Staticwl: 9 Applicantn: DIAMOND SHAMROCK Completewe: 1 Ogcc api: Not Reported Ogjobbatch: 0 Disputmx: 490569.7 Disputmy: 4403708.6 Latitude: 39.7832703712 Longitude: -105.110129796 Site id: 006000000374116 1G Shallow Water Depth: 13.4' WNW Groundwater Flow: S AQUIFLOW 11058 112 - 1 Mile Deep Water Depth: 20.7 Lower Date: 12-17-97 TC5127404.2s Page A-312 GEOCHECKO- PHYSICAL SETTING SOURCE MAP FINDINGS RADON AREA RADON INFORMATION State Database: CO Radon Radon Test Results Zip Total Sites Avg % sites<=4 pCi/L % sites>4&<10 pCi/L 80033 3 4.07 66.67 33.33 Federal EPA Radon Zone for JEFFERSON County: 1 Note: Zone 1 indoor average level > 4 pCi/L. Zone 2 indoor average level >= 2 pCi/L and <= 4 pCi/L. Zone 3 indoor average level < 2 pCi/L. Federal Area Radon Information for Zip Code: 80033 Number of sites tested: 2 Area Average Activity % <4 pCi/L Living Area - 1st Floor 2.100 pCi/L Living Area - 2nd Floor Not Reported Basement 5.050 pCi/L 100% Not Reported 50% % sites>=10&<20 pCi/L % sites>20 pCi/L 0.00 % 4-20 pCi/L % >20 pCi/L 0% 0% Not Reported Not Reported 50% 0% TC5127404.2s Page A-313 0.00 PHYSICAL SETTING SOURCE RECORDS SEARCHED TOPOGRAPHIC INFORMATION USGS 7.5' Digital Elevation Model (DEM) Source: United States Geologic Survey EDR acquired the USGS 7.5' Digital Elevation Model in 2002 and updated it in 2006. The 7.5 minute DEM corresponds to the USGS 1:24,000- and 1:25,000 -scale topographic quadrangle maps. The DEM provides elevation data with consistent elevation units and projection. Current USGS 7.5 Minute Topographic Map Source: U.S. Geological Survey HYDROLOGIC INFORMATION Flood Zane Data: This data was obtained from the Federal Emergency Management Agency (FEMA). It depicts 100 -year and 500 -year flood zones as defined by FEMA. It includes the National Flood Hazard Layer (NFHL) which incorporates Flood Insurance Rate Map (FIRM) data and Q3 data from FEMA in areas not covered by NFHL. Source: FEMA Telephone: 877-336-2627 Date of Government Version: 2003, 2015 NWI: National Wetlands Inventory. This data, available in select counties across the country, was obtained by EDR in 2002, 2005 and 2010 from the U.S. Fish and Wildlife Service. State Wetlands Data: Riparian Vegetation Data Source: Division of Wildlife Telephone: 970-416-3360 HYDROGEOLOGIC INFORMATION AQUIFLOWR Information System Source: EDR proprietary database of groundwater flow information EDR has developed the AQUIFLOW Information System (AIS) to provide data on the general direction of groundwater flow at specific points. EDR has reviewed reports submitted to regulatory authorities at select sites and has extracted the date of the report, hydrogeologically determined groundwater flow direction and depth to water table information. GEOLOGIC INFORMATION Geologic Age and Rock Stratigraphic Unit Source: P.G. Schruben, R.E. Arndt and W.J. Bawiec, Geology of the Conterminous U.S. at 1:2,500,000 Scale - A digital representation of the 1974 P.B. King and H.M. Beikman Map, USGS Digital Data Series DDS - 11 (1994). STATSGO: State Soil Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) The U.S. Department of Agriculture's (USDA) Natural Resources Conservation Service (NRCS) leads the national Conservation Soil Survey (NCSS) and is responsible for collecting, storing, maintaining and distributing soil survey information for privately owned lands in the United States. A soil map in a soil survey is a representation of soil patterns in a landscape. Soil maps for STATSGO are compiled by generalizing more detailed (SSURGO) soil survey maps. SSURGO: Soil Survey Geographic Database Source: Department of Agriculture, Natural Resources Conservation Service (NRCS) Telephone: 800-672-5559 SSURGO is the most detailed level of mapping done by the Natural Resources Conservation Service, mapping scales generally range from 1:12,000 to 1:63,360. Field mapping methods using national standards are used to construct the soil maps in the Soil Survey Geographic (SSURGO) database. SSURGO digitizing duplicates the original soil survey maps. This level of mapping is designed for use by landowners, townships and county natural resource planning and management. TC5127404.2s Page PSGR-1 PHYSICAL SETTING SOURCE RECORDS SEARCHED LOCAL / REGIONAL WATER AGENCY RECORDS FEDERAL WATER WELLS PWS: Public Water Systems Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Public Water System data from the Federal Reporting Data System. A PWS is any water system which provides water to at least 25 people for at least 60 days annually. PWSs provide water from wells, rivers and other sources. PWS ENF: Public Water Systems Violation and Enforcement Data Source: EPA/Office of Drinking Water Telephone: 202-564-3750 Violation and Enforcement data for Public Water Systems from the Safe Drinking Water Information System (SDWIS) after August 1995. Prior to August 1995, the data came from the Federal Reporting Data System (FRDS). USGS Water Wells: USGS National Water Inventory System (NWIS) This database contains descriptive information on sites where the USGS collects or has collected data on surface water and/or groundwater. The groundwater data includes information on wells, springs, and other sources of groundwater. STATE RECORDS Colorado GIS Well Database Source: Office of State Engineer, Division of Water Resources Telephone: 303-866-3581 The GIS Well database includes all wells that the Division of Water Resources permits. OTHER STATE DATABASE INFORMATION Oil and Gas Well Locations Source: Department of Natural Resources Telephone: 303-894-2100 RADON State Database: CO Radon Source: Department of Public Health & Environment Telephone: 303-692-3090 Radon Study in Colorado Area Radon Information Source: USGS Telephone: 703-356-4020 The National Radon Database has been developed by the U.S. Environmental Protection Agency (USEPA) and is a compilation of the EPA/State Residential Radon Survey and the National Residential Radon Survey. The study covers the years 1986 - 1992. Where necessary data has been supplemented by information collected at private sources such as universities and research institutions. EPA Radon Zones Source: EPA Telephone: 703-356-4020 Sections 307 & 309 of IRAA directed EPA to list and identify areas of U.S. with the potential for elevated indoor radon levels. OTHER Airport Landing Facilities: Private and public use landing facilities Source: Federal Aviation Administration, 800-457-6656 Epicenters: World earthquake epicenters, Richter 5 or greater Source: Department of Commerce, National Oceanic and Atmospheric Administration Earthquake Fault Lines: The fault lines displayed on EDR's Topographic map are digitized quaternary faultlines, prepared in 1975 by the United State Geological Survey TC5127404.2s Page PSGR-2 PHYSICAL SETTING SOURCE RECORDS SEARCHED STREET AND ADDRESS INFORMATION © 2015 TomTom North America, Inc. All rights reserved. This material is proprietary and the subject of copyright protection and other intellectual property rights owned by or licensed to Tele Atlas North America, Inc. The use of this material is subject to the terms of a license agreement. You will be held liable for any unauthorized copying or disclosure of this material. TC5127404.2s Page PSGR-3 December 18, 2017 Meredith Reckert, AICP Senior Planner, City of Wheat Ridge 7500 West 29th Avenue Wheat Ridge, CO 80033 RE: Proposed Quail Run Rezoning and Residential Development Dear Ms. Reckert: This letter is intended to express our concerns with the proposed rezoning and development of the parcel located southwest of 54th Avenue and Parfet Street in Wheat Ridge, Colorado. We understand this development is named "Quail Run" and is proposed to contain both single family homes and townhomes, with town homes proposed along the south side of 54`h Avenue. Our primary concern with the proposed site plan is the addition of up to sixteen (16) townhomes along 54th Avenue to the north, which would face existing single-family homes of the Skyline Estates Subdivision. We believe construction of townhomes along this frontage would be inconsistent with the existing character and feel of the adjacent. single-family subdivision. In addition, we are concerned that the proposed on -street parking to support multi -family homes would add unnecessary glare and congestion to 54th Avenue, which currently does not support on -street parking and is better suited to bike lanes as currently exist east of Parfet Street. We strongly oppose the development of multifamily homes in Quail Run and urge the City of Wheat Ridge to only approve rezoning of this parcel for single family development. Alternatively, if the City allows multifamily homes.within this development, we request that only single family homes be allowed along 54th Avenue in lieu of townhomes. These would act as a buffer and allow the transition to townhomes to occur south of 53`d Court. Requiring single family homes along 54th Avenue would also be more consistent with the character of the existing adjacent Skyline Subdivision, have reduced glare by eliminating on -street parking, and reduce traffic congestion. This approach would also allow for continuation of the bike lanes and a more bike friendly neighborhood, similar to 54th Avenue east of Parfet Street. As neighbors living nearby this proposed development, we have also observed numerous wildlife living on or near the property, including nesting owls. We respectfully request that the City of Wheat Ridge require a thorough Phase 1 Environmental Study as part of this development application, to ensure that existing wildlife habitats are maintained to the extent practicable, and that any protected species are identified. We thank you in advance for considering our concerns and look forward to discussing this as part of the Wheat Ridge development process. Please direct correspondence to our neighborhood representative, Dennis Peter, at (303) 916-5965 or dpeter@martinmartin.com. Sincerely, QUAIL RUN REZONING AND RESIDENTIAL DEVELOPMENT December 18, 2017 Print Name Print Address Siengture l �,' ol �m A"Wl, ® �. .. •.. _ ..r ',F �� j ►• vp 1111MWAM ► +r M, �Jx i -M-� J f DPW" Smti ...."Wff �a q'i "Is wo*.p "opp I f l f (ugwL qtw 54'h Avenue l5�tid'r�°! Lei A L L E Y Single Family: 11 Attached Units. 44 55 Zackary Wallace From: Robert E & Susan R Wilson <rewsrw44@comcast.net> Sent: Sunday, December 3, 2017 7:46 PM To: Zackary Wallace Subject: Our meeting about the Quail Run development Dear Zack, I want to thank you for taking the time to meet with me before Thanksgiving about my concerns about our property boundary on Parfet Street in Skyline Estates (in Arvada) related to the proposed Quail Run development (in Wheat Ridge) behind our back fence. Behind our wood fence are some metal stakes placed by our builder about one foot away and a barb wire fence about 8 feet behind the fence. My husband has been unable to locate official survey pins, which may be buried, even using a metal detector. Also uncertain to us is the actual location of the city boundary between Arvada and Wheat Ridge. We hope that a detailed survey conducted by the developer will clarify the property line so that the developer does not encroach on our property and observes appropriate set -backs. We are also concerned about potential drainage issues. The developer has apparently purchased a strip of land behind the fences of all the houses on the west side of the 5300 block of Parfet Street and has contacted homeowners at the south end of the block about possibly tying into our drainage pans and easement. This is unacceptable, as this could cause drainage problems for all the lots on Parfet, even those of us uphill. Because drainage and flood management are no doubt concerns for both cities, I believe care must be taken when approving drainage plans for the development of Wheat Ridge property so that it does not cause harm to our properties in Arvada. Perhaps the planners in both cities could work together on this. My final concern is the level of density of the proposed development. Quail Run will be surrounded on three sides by single-family detached homes in the city of Arvada. Skyline Estates borders Quail Run on the east and north. The proposed 44 attached multi -story townhomes on that small parcel of land are just not compatible with our existing neighborhood. Plans for the new Arvada development on the west side of Quail Street show single family homes there as well that would be facing the townhomes. I am not surprised by nor opposed to residential development of this land. But I would like to see the Wheat Ridge re -zoning process take into consideration the impact of this development on homes in your neighboring city of Arvada and approve development that would be consistent with the character of this area. I look forward to seeing you again at the community meeting Tuesday evening. Many thanks, Susan Wilson 5373 Parfet Street Arvada, CO 80002 303-420-7127 December 1, 2017 City of Wheat Ridge - Planning Department ATTN: Zack Wallace Mendez 7500 W 29th Avenue Wheat Ridge, CO 80033-8001 Dear Zack, Our neighborhood group, the 5300 block of Parfet Street in Skyline Estates, met to discuss the proposed Quail Run development by the Clark family. This was prompted by the public notice we received regarding a neighborhood meeting to be held on Tuesday, December 5tn To begin, we received a draft plot of the proposed 11 single family homes and 44 attached units. We don't think this many units is a good fit for our neighborhood community. After discussion of this proposal we have the following concerns that we'd like the City of Wheat Ridge to strongly consider when deciding how to rezone: *Impact of high density additions to road usage in this area already at capacity: specifically Ridge Rd *Impact of high density additions to attendance in neighboring schools: specifically Vanderhoof *Drainage needs, detention ponds, and plans for possibly merging with our current drainage *High footprint percentages on small lots with multi-level homes *Loss of trees on east side of proposed development (bordering our yards) and loss of mature trees housing owl populations Our neighborhood group would be satisfied with the development of Quail Run if it incorporates the following parameters: 1. ALL single family homes or ranch patio homes which would incorporate into our existing community 2. Protecting established mature trees that support owl populations; mirroring City of Arvada's rule to replace trees 1 for 1 if removing them 3. Larger lot sizes and a maximum 35-40% footprint on lots, similar to Quail Ridge down the road. 4. Homes built directly adjacent to the fences of Skyline Estates being set -back at the rear an equivalent distance as to Parfet Street (appx. 30 ft) 5. Home designs with no roof patios, to preserve our privacy 6. Creation of drainage/detention pond that does not access, merge, or impede on existing drainage easement on properties located on the 5300 block of Parfet Street in Skyline Estates. We are not asking to stop the development, but we'd like to find a solution that pleases all parties and doesn't change the character of our neighborhood that we've enjoyed for so many years. We understand both the City of Arvada and Wheat Ridge are excited to build more high density housing near the commuter rails. This development falls geographically far enough outside the walkable distance for that to be a consideration. 1 Our concerns are compounded by the already proposed and upcoming high density housing in this immediate area and how adding more would increase the burden on city and county resources: *Apartments, patio homes and single family homes on Ridge road west of Quail Ridge Estates *Townhomes and single family homes on the south west corner of Ridge and Robb *Apartments on southwest corner of 52nd Avenue and Tabor St *Apartments on Ridge road east of Ridge Home and north of the Commuter rail station *389 apartments on 58th and Simms by the Stenger Soccer Fields Please acknowledge receipt of our concerns and help us address protecting our neighborhood community. Name & Address Signatu .�1�1l�ftf���4� r r• M. VM ■f� � f 1 � 1 FM LV t~ 11444 TF w _ s � 1 i1�►_ [i MMs =� Our concerns are compounded by the already proposed and upcoming high density housing in this immediate area and how adding more would increase the burden on city and county resources: *Apartments, patio homes and single family homes on Ridge road west of Quail Ridge Estates *Townhomes and single family homes on the south west corner of Ridge and Robb *Apartments on southwest corner of 52nd Avenue and Tabor St *Apartments on Ridge road east of Ridge Home and north of the Commuter rail station *389 apartments on 58th and Simms by the Stenger Soccer Fields Please acknowledge receipt of our concerns and help us address protecting our neighborhood community. Name & Address Sig ature Zackary Wallace From: William Jennings <wjennings@arvada.org> Sent: Thursday, November 16, 2017 2:21 PM To:=SMTPjfirouzi@arvada.org; Zackary Wallace Subject: Re: Quail Street developments Talked to Randall on item 3 and the position is that the drainage easement is there for the City use and not there to take offiste flows or storm sewer pipes. The drainage study for Skyline Estates show offsite histornic flows coming from the west entering at the northwest corner of the existing detention pond down by ridge road. In addition, sanitary is not allowed in this easement. Hope that helps. On Thu, Nov 9, 2017 at 2:13 PM, John Firouzi <jfirouzi(@arvada.or,;> wrote: Bill, Can you please take a look at question number 3 below and provide Zack, myself and Jake Nitchals with a response? Thanks, John ---------- Forwarded message ---------- From: John Firouzi <jfirouzi e,arvada.org> Date: Thu, Nov 9, 2017 at 2:12 PM Subject: Re: Quail Street developments To: Zackary Wallace <zwallaceAci.wheatrid eg co.us> Cc: "jnitchals@arvada.org" <initchals (-uarvada.org> Hey Zack, I'm going to provide answers right below your questions: On Thu, Nov 9, 2017 at 1:40 PM, Zackary Wallace <zwallace(cr�.ci.wheatrid e� co.us> wrote: Hi Jake and John, I have a few questions regarding the Haskins Station development and the possible adjacent Wheat Ridge development. Apologies if we covered these during the meeting last Friday, but the Planning Division has talked through some of this and is curious about a few things. 1. 54a' Avenue — What is the road classification for 54th and what is the cross section? W 54th Ave is classified as a Collector Street (64' of Roadway ROW). See Page -4 of the Engineering Standards: http://arvada.oralsourcel28%2OStandard%2ODrawinas%2OStreets._odf Will you be looking for any ROW dedication if the Wheat Ridge property to the south develops? Possibly. I have had a discussion with Summer Clark about W 54th Ave. It seems that there is sufficient ROW, however, depending on the orientation of the proposed buildings and need for on -street parking (which will add 6' to the Roadway ROW), additional ROW may be needed. Summer and I talked about placing the sidewalk in her property (and providing a public easement) if in case she needs some wiggle room to make her plans fit. What public improvements will you require as part of the WR project (as 54a' is entirely your ROW)? None on W 54th Ave. Will you allow on -street parking on 50 Ave? We thought no on the last question, but Summer indicated there may have been some conversations with Arvada where on -street parking was a possibility. Summer's latest pre -app site plan shows on -street parking on 54t` Ave. Yes. The Collector Street cross-section doesn't allow single family home frontages nor driveways. However, it does allow on -street parallel parking (by adding 6' additional to the cross-section) and would allow multifamily units to front the street for a more urban environment. Given that Summer's proposal is to have two or three 4-plex buildings with alley -loaded garages and driveways, she can face W 54th Ave and we would allow her to provide on -street parallel parking on W 54th Ave. I have asked for bumpouts for the parallel parking spaces similar to the east side of Allison St along Water Town Village (vicinity of W 54th Ave). 2. Quail Street — It is my recollection Remington will build %2 the required ROW + 10 feet on their parcel after the westward jog, is this correct? Also, we required Remington to build a portion of Quail Street in their Quail Ridge development, so there will need to be the rest of Quail Street built on the Arvada side. I'm sure you know this, but we didn't see this noted on the site plan shown last Friday. You're right. 3. Drainage — At the end of our meeting this morning with Summer, she noted they would convey some drainage through a pipe they want to construct in a drainage easement that is located in the rear yards of the Skyline Estates homes on Parfet Street in Arvada. 2 0 A 54th Avenue 7 I AOL I 81's' Q 9 + 81.0" QDi ' QD 1 + 1I t o + 'i � ®® o o Li ®'LZ31-/' 35' Court Ile I Single Family. 11 6 8 Y Quadplex Units. 44 801, ` 55 CISI Lot Square Foo e j tQ C, iD SFR 1- 4 = 4,800 i u [1 78 s" L137 i 5 SFR 5 = 5520 jux' I SFR 6 = 5,960 30 '- tSFR 7 = 6,493.5 j ISM c - - -� _ - ; SFR 8 = 3,696 ' 0 O D - >, 5011 UM 80 SFR 9-11= 3,300 Q 11511 IC[i tis 4 �� QD 1 = 6,996 QD 2 = 7,570.5 I Cp QD 3 = 7,791 so 10 QD 4 = 7,570.5 I ss' 8Q QD 5 = 8,549 — — — —; --- = ----- e 3 to QD 6 = 8,798 9 QD 7 = 8,549 (tom QD 8-11= 8,150 I' ' �'I I ; t iDi cc 1 rrn 58' In en. Lot Dimensions SFR 1- 4 = 80'x60' SFR 5 = 80'x69' 75' SFR 6 = 80'x74.5' 1s� SFR 7 =111'x58.5' 2 SFR 8 = 66'x56' SFR 9-11= 66'x50' QD 1 =106'x66' QD 2 =103'x73.5' QD 3 =106'x73.5' QD 4 =103'x73.5' QD 5 =103'x83' QD 6 =106'x83' QD 7 =103'x83' QD 8-11= 100'x81.5' QUAU RU9' Proposed Utility Lines for Sturm, Sanitary Sewer, and Water 11 44 55 tem l I II14 I t ' DRAINAGE EASEMENT A City of Wheat i jgle COMMUNITY DEVELOPMENT City of Wheat Ridge Municipal Building 7500 W. 29th Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2846 F: 303.235.2857 Meeting Date: Attending Staff: Location of Meeting: Property Address: NEIGHBORHOOD MEETING NOTES December 5, 2017 Meredith Reckert, Senior Planner Zack Wallace Mendez, Planner II Scott Cutler, Planning Technician Wheat Ridge Recreation Center 5352-5392 Quail Street Property Owner(s): Joel & Dawn Lubker (5352 Quail Street) Gregory Skalla (5372 Quail Street) Arthur Joel Aho Revocable Trust & Barbara Jean Aho Revocable Trust (5392 Quail Street) Applicant: Applicant Present? Existing Zoning: Existing Comp. Plan: Summer Clark Yes Agricultural -One (A-1) Neighborhood Existing Site Conditions: The subject properties are located along Quail Street north of Ridge Road and are currently unplatted. The site currently consists of three lots at the north end of Quail Street. Each lot is zoned Agricultural -One (A-1), each lot is under separate ownership, and each contains a single family home and various outbuildings. To the south at the intersection of Ridge and Quail Streets is a Planned Residential Development, Quail Ridge Estates, which is subdivided to allow the construction of single-family homes. It is currently under construction by Remington Homes. To the north, east, and west are properties in the City of Arvada. The property to the west is undeveloped, and properties to the north and east consist of single-family homes. Applicant Preliminary Proposal: The applicant would like to rezone and subdivide the property to develop 55 homes (11 single family, and 44 quadplex units). The single-family homes act as a transition from the lower density Skyline Estates subdivision on the east to the proposed quadplexes. The property owner of the southern parcel is not fully participating in the subdivision. The eastern half of the property will be retained for a detention pond and a future street, and the western half will be retained along with the existing home and barn. www.d.wheatridge.co.us The following is a summary of the neighborhood meeting: • In addition to the applicant and staff, approximately 22 residents and property owners from the neighborhood attended the meeting; see attached sign-up sheets. • Staff explained the purpose of the neighborhood meeting, and informed the members of the public of the process for a rezone to Planned Residential Development (PRD) ■ Staff discussed the site, its zoning and surroundings. • The applicant presented their proposal and answered further questions, with help from staff. • The members of the public were informed of their opportunity to make comments during the process and at the required public hearings. The following issues were discussed regarding the zone change request and proposed development: Streets and Parkinz * Will Quail Street continue through to W. 50 Avenue? Yes. • How will the proposed parking along W. 50 Avenue affect the Arvada residents across the street? The applicant is working with the City of Arvada. Arvada has requested improvements to the southern portion of 50 Avenue along the subject property, which include sidewalks, on -street parking, and potentially bike lanes. The development itself will not infringe into the City of Arvada. • Concerns were raised about traffic and the capacity of the surrounding roads. Staff noted that street connections are required and must meet Wheat Ridge standards if they are located in the City. They also noted that street designs and connections are being coordinated with the City of Arvada. The applicant noted that the southerly connection would focus on commerce and vehicles approaching I-70 and the TOD site, and the northerly connection would focus on pedestrian access to recreational facilities in Arvada. • Will there be on -street parking on Quail Street? Yes. • Will Quail Street be widened? Quail Street will need to follow street standards set forth by the City of Wheat Ridge and the City of Arvada. These standards and construction timelines are being coordinated and upgrades will be required as part of development on both sides of the street. A trip generation letter will be required by the City of Wheat Ridge as part of the ODP application. When a formal application is received, the City ofArvada will be referred on the application and will have the opportunity to provide comments. • Concerns were raised about the lack of coordination between Wheat Ridge, Arvada, and Jefferson County regarding streets, and development in general. Staff noted they have met with Arvada several times and are coordinating efforts on street construction and connectivity as well as drainage. The cities are coordinating a "Memorandum of Understanding" regarding the roads. Site Desi n & Architecture 0 How many stories will the homes be along 54h Ave.? While subject to change, the idea is two stories; however, all residential development in the City of Wheat Ridge is allowed up to 35' in height. • What is the square footage of the single-family lots? They will likely be the same size or a little larger than the Quail Ridge Estates development to the south, which are approximately 6,500 to 7,500 square feet. The applicant noted the goal is to provide lots of at least 7, 000 square feet. • Several residents were concerned about the 4-plexes along W. 54h Avenue as they are not compatible with the single-family homes to the north. It was suggested that single-family homes be relocated to front along 50' and the 4-plexes be placed to be internal to the site along the west side of Pierson Street. The applicant noted the suggestion and added that the 4 plexes would not detract from nearby home values as they will be underwritten as single-family homes and would be sold for approximately $500, 000. • What are the proposed designs of the single-family homes and 4-plexes? The plans are still in the conceptual stage, and will get more specific once a builder is confirmed. Staff noted that the Specific Development Plan, the second piece of the zone change, would focus on the architecture and site design. • Will there be a fence along W. 54t' Avenue? No, the homes will face the street (front yards) with sidewalks allowing access for residents to pass through from 54th into the development. • Why aren't there more single-family homes and less 4-plexes? The applicant noted that they need to strike a balance between neighborhood transitions and balancing finances. This proposal was a result of a year of planning and plan iterations. • What is the possibility of the plan changing? That is up to the applicant. The plans will be subject to a review process through the City of Wheat Ridge, outside utility agencies, and public hearings at Planning Commission and the City Council. General Development Questions • Who is the engineer on the project? Duster Civil Engineering, which also developed part of the neighboring Skyline Estates in Arvada. • Who is the builder? Unclear at this point. The applicant is discussing options with various builders. • Where are the surrounding development proposals in their approvals process? Staff noted that these developments are in the City of Arvada. The vacant parcel to the west (Haskins Station) has submitted an application to Arvada, which shows 54th Avenue curving to the south to eventually connect with Ridge Road. • What are the potential list prices for the homes? The applicant noted that units in the 4 plexes would likely be listed for $500, 000 each, and the single-family homes would be listed for more. • What about drainage? The applicant noted interested parties should discuss with the Civil Engineer, and that she would provide his contact information. • Concerns were raised about owls that currently live in trees on the property. The applicant was not aware of the owls and noted that diseased or dead trees would need to be removed. • How does City staff feel about the development? Staff noted that the City supports a variety of housing options and that current housing trends are moving away from single-family development to mixed housing types or attached homes. The City wants compatibility with adjacent development and has been coordinating this for some time. • How will this affect local schools? This area is part of the Jefferson County Public School District. Jefferson County schools will be referred on this application and will have the opportunity to provide comment. Staff noted that some schools in Wheat Ridge have actually closed due to low enrollment. • Who will be responsible for the street frontages on W. 54'h Avenue and Quail Street? Landscaping maintenance will be handled by the HOA. 4 December 5, 2017 — 6 PM Neighborhood Meeting 5352-5392 Quail Street Rezone from Agricultural -One (A-1) to Planned Residential Development (PRD) 0 5. PLEASE PRINT Address 6-5 73 I�Iar�-f - ,'V'yada_,11 IVA -S-3 S 1 6. 7. 8. 9. 10. ii. 12. 13. 14. 15. 16. a-, '/� ;" Utz L4-4 a ck.'Cn�v IF) 17. .. u 18. il/aw 19. 20. t 21. 22. 23. 24. 25. 26. 27. 28. 3 .6( NQ' Sk�otkow( M FA4�"5 t U QV gtsIL RUN" 541 Avenue r�..i Single Family: 11 Attached Units: 44 55 ABBATE RICHARD V ABBATE CAROL A 05323 PARFET ST ARVADA CO 80002 ANDY B VIGIL SR & MARY ALICE E VIGIL REVOCABLE TRUST 10883 W 54TH PL ARVADA CO 80002 �jc I (1 It Dvt AMES RODGER L AMES BERNADINE 05363 PARFET ST ARVADA CO 80002 APPELHANZ JOSEPH E APPELHANZ MARILYN V 05344 OWENS ST ARVADA CO 80002 ARTHUR JOEL AHO REVOCABLE TRUST BARBARA JEAN AHO REVOCABLE TRUST BALDWIN KAREN LEA 05300 QUAIL ST 05375 OAK CT WHEAT RIDGE CO 80033 ARVADA CO 80002 BECAY CRAIG A 05348 OWENS ST ARVADA CO 80002 BOGDAN JOSEPH 05339 OWENS ST ARVADA CO 80002 BRAUCKMULLER ERIN BRAUCKMULLER TRAVIS 05337 OAK CT ARVADA CO 80002 BRUNO ALAN R SULLIVAN TONI R 05362 PARFET ST ARVADA CO 80002 CANNON DAVID H CANNON JENNIFER D 05355 OWENS ST ARVADA CO 80002 CERRI LUIGINA A BATT BRIAN 10902 W 54TH PL ARVADA CO 80002 BECKER MAUDE BECKER MATT R 11061 W 54TH AVE ARVADA CO 80002 BOTTOMLEY TIMOTHY A DERRINGER BEVERLY A 11191 W 54TH AVE ARVADA CO 80002 BRICKEY THOMAS W BRICKEY MARY CATHERINE 05398 OWENS ST ARVADA CO 80002 BURNS KEVIN J BURNS ALAINA M 05347 OAK CT ARVADA CO 80002 CARRILLO MARIE H 05335 OAK CT ARVADA CO 80002 CHARLIFU GARY W CHARLIFU CYTNHIA A 05355 OAK CT ARVADA CO 80002 ME -en t-� ANDERSON CHRISTOPHER LANDERSON KELLIE J 10903 W 54TH PL ARVADA CO 80002 ARELLANO TRAVIS J 05335 OWENS ST ARVADA CO 80002 BEAULIEU KIRK G 05369 OWENS ST ARVADA CO 80002 BIRD RICHARD J BIRD JANELL J 05342 PARFET ST ARVADA CO 80002 BRADLEY JENNIFER BRADLEY BRENT 05378 OWENS ST ARVADA CO 80002 BRISLAWN JEFFREY P BRISLAWN NOU 11075 W 54TH LN ARVADA CO 80002 CALLAHAN MARY ANN ERES RITA ANN ERES CONNIE ANITE 05329 OWENS ST ARVADA CO 80002 CARSON SCOT A CARSON CHRISTINE A 11054 W 54TH LN ARVADA CO 80002 CHRISTENSEN DARYL L CHRISTENSEN TAMRA L 11334 W 54TH LN ARVADA CO 80002 CHRISTIANSEN NATHANIEL LEWIS CHAPMAN CHRISTENSON SUSAN M TIFFANY DELAYNE CROSS JOSHUA A CROSS JENNY S 10942 W 54TH PL 10943 W 54TH PL 05368 OWENS ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 DEMOULIN JAMES DEMOULIN TAMMY DOMINGUEZ JOYCE DOMINGUEZ JOSEPH P DUNIVANT DENISE M PO BOX 1597 11095 W 54TH LN 05385 OAK CT ARVADA CO 80001 ARVADA CO 80002 ARVADA CO 80002 DUNN MICHAEL D DUNN SANDRA A DYMERSKI MONICA DYMERSKI MARK EDWARDS JENNIFER EDWARDS JAMES 10974 W 54TH LN 11274 W 54TH LN 10994 W 54TH LN ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 ENGELMANN CHAD ENGELMANN JAMI FARR CHRIS L FARR ALLISON D FAY KENNETH 11031 W 54TH AVE 05399 OWENS ST 05393 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 FORTUITY LLC FRANKLIN KARL W FRANKLIN CORRINE GILLIGAN FAMILY LP 05337 PARFET ST 05347 PARFET ST 04374 E PHILLIPS PL ARVADA CO 80002 ARVADA CO 80002 CENTENNIAL CO 80122 GINNY MAY PARTNERSHIP GOBERIS DAVID J GOBERIS LISA A HARDEN ERIC S HARDEN NAPHTALIA 01336 WICKLOW ST 05358 OWENS ST 11194 W 54TH LN BOULDER CO 80303 ARVADA CO 80002 ARVADA CO 80002 HARRISON KYLE J HARRISON KYLIE B HART AARON R HAYMOND DARRIN R HAYMOND JENNEFER W 05352 PARFET ST 05356 PARFET ST 05357 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 HEANEY TERRI L KRIEGER HELTZEL CHRISTINA M HOLCOMB JEFFREY B HOLCOMB SHARON K 11101 W 54TH AVE 05345 OAK CT 11114 W 54TH LN ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 HOUSER CRAIG H HOUSER CHERYL L HUFFORD JERRY W RODRIGUEZ MARIANNE T HUGEN GRETCHEN L 11011 W 54TH AVE 11171 W 54TH AVE 05334 OWENS ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 JANOWSKA MARTA JANOWSKI LUKASZ JOHNSON JOHN AJOHNSON MARGO L KASPARI JEAN 11314 W 54TH LN 10963 W 54TH PL 05336 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 KING STEVEN J KING ANGELA S KNIGHT JOEL S KYLE EVELYN B 05353 PARFET ST 11154 W 54TH LN 11055 W 54TH LN ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 LOPEZ RAMON LOPEZ MICHELLE N LUBKER JOEL L LUBKER DAWN R LUTZ EDWARD R LINDSAY BRENDA 05354 OWENS ST 05250 QUAIL ST 10934 W 54TH LN ARVADA CO 80002 WHEAT RIDGE CO 80033 ARVADA CO 80002 LY WILLIAM LYNCH KELLY N LYNCH DANA E MALITO SCOTT A MALITO MELISSA A 10962 W 54TH PL 11174 W 54TH LN 05349 OWENS ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 MANSKE BRIAN J MCDONALD JEFFREY P MCKINNEY STEVEN G MCKINNEY KELLYDEEN 11354 W 54TH LN 11211 W 54TH AVE 11251 W 54TH AVE ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 MESTAES DANIEL JR MOLHOLM KEITH R MOLHOLM PATRICIA E MORALES FILIBERTO MORALES VIRGINIA 10995 W 54TH LN 11254 W 54TH LN 11214 W 54TH LN ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 MORGAN ANDREW J MORGAN MEREDITH J MUKARAKATE CALVIN CHIGWADA HAMUNYARI NGUYEN MARIA 05383 PARFET ST 05343 PARFET ST 05346 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 PADILLA MICHAEL A PADILLA LORRAINE PAVLOV ANATOLIY PAVLOV ANGELINA PELICAN KRIS H PELICAN PAUL M 05319 OWENS ST 05332 PARFET ST 10954 W 54TH LN ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 PETER DENNIS L PETER JULIE K PETERSON KENNETH E PETERSON CARIDAD A PHILLIPS RICHARD J 11131 W 54TH AVE 11035 W 54TH LN 05328 OWENS ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 REMINGTON HOMES OF COLORADO INC PUGLIESE BRIAN L PUGLIESE SUSAN J REGAN HAUPTMAN WORLEY JOYCE A WORLEY RONALD J 11175 W 54TH LN 05740 OLDE WADSWORTH BLVD 05333 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 WEINERT E RANDALL WEINERT EILEEN B WELLENSIEK JACOB S WELLENSIEK MEGAN B WILCOXSON DAVID N WILCOXSON KIMBERLY D 10882 W 54TH PL 05395 OAK CT 11201 W 54TH AVE ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 WILMS ADAM D WILMS SIERRA M WILSON ROBERT E WILSON SUSAN R WORK SCOTT M 05388 OWENS ST 05373 PARFET ST 11091 W 54TH AVE ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 WALKER JED WALKER JADA 05359 OWENS ST ARVADA CO 80002 RUPOLI ELLISA L RUPOLI DANNY F 11271 W 54TH AVE ARVADA CO 80002 SCHAEFER ADOLISA CHRISTINA SCHAEFER ERIC MICHAEL 05365 OAK CT ARVADA CO 80002 SHARP MARK D EVERDING ERIC C 05338 OWENS ST ARVADA CO 80002 SKALLA GREGORY R 05372 QUAIL ST WHEAT RIDGE CO 80033 VANDERVEEN THOMAS J VANDERVEEN KIMBERLY A 05377 PARFET ST ARVADA CO 80002 SSM RIDGE LLC 07353 S ALTON WAY CENTENNIAL CO 80112 STRICKLER CHRISTOPHER B 05230 QUAIL ST WHEAT RIDGE CO 80033 TEUSCHER JOHN S BARZ MICHELLE L 11034 W 54TH LN ARVADA CO 80002 ROBERT RICHARD DICKINSON & CHERYL LYNN DI RUBY JAY B RUBY KAREN M 05389 OWENS ST 11231 W 54TH AVE ARVADA CO 80002 ARVADA CO 80002 SAIS CARLO E SAIS ANNA M 05323 INDEPENDENCE ST ARVADA CO 80002 SCHWARZJOHN C SCHWARZ AMBER R 11094 W 54TH LN ARVADA CO 80002 SHORT JASON 08200 E 8TH AVE 2-102 DENVER CO 80230 SKYLINE ESTATES FLG #1 MASTER ASSN INC 13585 W COLFAX AVE GOLDEN CO 80401 SKYLINE ESTATES FLG NO 1 MASTER ASSN INC MANAGEMENT SPECIALIST 00390 INTERLOCKEN CRESCENT 500 BROOMFIELD CO 80021 STAFFORD THERESA A WITHAM NATT H 11234 W 54TH LN ARVADA CO 80002 SULLIVAN JOHN R SULLIVAN CAROLYN R 11294 W 54TH LN ARVADA CO 80002 TOST E G JEFFERSON COUNTY TREASURER 00100 JEFFERSON COUNTY PKWY GOLDEN CO 80419 SAYLOR THOMAS J SAYLOR PAMELA L 11074 W 54TH LN ARVADA CO 80002 SCOTT ELIZABETH K 05379 OWENS ST ARVADA CO 80002 SHUPE JOHN M SHUPE KRISTI D 11155 W 54TH LN ARVADA CO 80002 WALKER JED WALKER JADA 05359 OWENS ST ARVADA CO 80002 SKYLINE ESTATES FLG NO 1 MASTER ASSN INC ASSOCIATION & COMMUNITY MANAGEMENT 12265 W BAYAUD AVE STE 110 LAKEWOOD CO 80228 STERNE CHRISTOPHER STERNE MARTHA 05366 PARFET ST ARVADA CO 80002 TERNES CHERYL L 11151 W 54TH AVE ARVADA CO 80002 TRAN PHUOC QUANG 11134 W 54TH LN ARVADA CO 80002 TRINDER JOHN M TRINDER KRISTEN E TUOMI MICHAEL TUOMI ANDREA TURACHAK JAMES V TURACHAK SUSAN E 05367 PARFET ST 05327 OAK CT 05327 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 05392 QUAIL ST 05352 QUAIL ST 05345 OWENS ST WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 ARVADA CO 80002 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 05313 PARFET ST 05307 PARFET ST 05332 QUAIL ST ARVADA CO 80002 ARVADA CO 80002 WHEAT RIDGE CO 80033 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 10870 W 54TH AVE 11040 W 54TH AVE 05382 PARFET ST ARVADA CO 80002 ARVADA CO 80002 ARVADA CO 80002 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 11135 W 54TH LN 05272 QUAIL ST 05296 PIERSON CT ARVADA CO 80002 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 05285 PIERSON CT 05286 PIERSON CT 05295 PIERSON CT WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 CURRENT RESIDENT CURRENT RESIDENT CURRENT RESIDENT 05292 QUAIL ST 05282 QUAIL ST 05276 PIERSON CT WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 WHEAT RIDGE CO 80033 CURRENT RESIDENT 05275 PIERSON CT WHEAT RIDGE CO 80033 FACILITY SALES RECEIPT Receipt # 2235165 Payment Date: 11/15/2017 Household: 24816 Hm Ph: (303)234-5900 CITY OF WHEAT RIDGE 7500 W. 29TH AVE WHEAT RIDGE CO 80033 Reservation Details: Wheat Ridge Rec, DAHLIA ROOM Reserv. Contact: City Of Wheat Ridge Phone Number: (303)234-5900 Reserv. Number: 43612 Status: Firm Anticipated Count: 50 Dat"rslAnd Times Tue 12/05/2017 5:30P to 7:30P Reservation Details: Wheat Ridge Rec, LCD Projector 1 Reserv. Contact: City Of Wheat Ridge Phone Number: (303)234-5900 Reserv. Number: 43612 Status: Firm Purpose: Neighborhood Meeting Quail Run Date{sl And Times _ Tue 12/05/2017 5:30P to 7:30P City of OK'SO"6atfdge Wheat Ridge Rec 4005 Kipling St Wheat Ridge CO 80033 Phone: (303)231-1300 www.ci.wheatridge.co.us New Fees Total Fees New Paid Total Paid Amount Due 0.00 0.00 0.00 0.00 0.00 New Fees Total Fees New Paid Total Paid Amount Due 0.00 0.00 0.00 0.00 0.00 Processed on 11/15/17 @ 4:03pm by DO Total New Fees 0.00 Discount Applied 0.00 Total Due 0.00 Total Fees Paid 0.00 Total Paid 0.00 Household Balance Information Overall Household Credit Balance Available 0.00 Overall Household Balance Due 0.00 Page # 1 of 2 7 J � City of Wh6atPjiddge COMMUNITY DEVELOPMENT PRE -APPLICATION MEETING SUMMARY Meeting Date: March 22, 2018 Applicant/Attendees: Summer Clark Susan Wade, Redland Kolby O'Herron, Wonderland Homes Robert "Rip" Reid, Triple R Ventures Attending Staff: Zack Wallace Mendez, Planner II Scott Cutler, Planner I Dave Brossman, Development Review Engineer Jordan Jefferies, Civil Engineer Randy Slusser, Chief Building Official Specific Site Location: 5352-5392 Quail Street Existing Zoning: Agricultural -One (A-1) Existing Comp. Plan: Neighborhood Existing Site Conditions: The subject property is located along Quail Street north of Ridge Road and is currently unplatted. The property currently consists of 3 lots at the north end of Quail Street. Each lot is zoned Agricultural - One (A-1), each lot is under separate ownership, and each contains a single family home. To the south at Ridge and Quail Streets is a Planned Residential Development, Quail Ridge Estates, which is subdivided to allow the construction of single-family homes. It is currently under construction by Remington Homes. To the north, east, and west are properties in the City of Arvada. The property to the west is undeveloped, and properties to the north and east consist of single-family homes. The Outline Development Plan for the site is currently making its way through an entitlement process. On March 15, 2018, the Planning Commission made a recommendation of approval to City Council. The City Council hearing is scheduled for April 23, 2018. Applicant/Owner Preliminary Proposal: The applicant has proposed the construction of 14 single-family detached homes, and 42 townhomes (provided in buildings of three to six homes). The plan presented at the pre -application meeting closely matches the Outline Development Plan (ODP), currently making its way through the zone change process. The single-family homes would be built in a traditional Craftsman and/or Cape Cod style, while the three-story townhomes are designed in a more contemporary style. As with the ODP, the single-family homes are located on the north and east edges of the site to act as a transition from the lower -density Skyline Estates neighborhood to the higher -density townhome portion of Quail Run. A large detention pond area is located at the southeast corner of the site. Will a neighborhood meeting need to be held prior to application submittal? A neighborhood meeting will not be required. Planning comments: The following items were discussed based on the applicant's proposal: Zoning & Use The property is currently zoned Agricultural -One (A-1) but is making its way through rezoned zone change process to Planned Residential Development (PRD). The plans presented by the applicant for the Specific Development Plan (SDP) closely match the submitted documents for the ODP. Architecture The townhome buildings must meet current architectural standards for Multifamily Residential, which can be found in the Architectural and Site Design Manual (ASDM). The ASDM can be accessed online (http://www.ci.wheatridge.co.us/DocumentCenter/Home/View/588) and the standards for multifamily residential buildings are found on page 27 (Chapter 4.3). The ASDM regulates fagade design, materials, fenestration, accessory structures, and screening for utilities. All fagades visible from a street or public space (including the central open space) must meet the architectural standards. For this development, this requirement applies to front fagades as well as side facades that face the public streets. Fencing Staff has requested there be a unified privacy fence design along the W. 50' Avenue frontage, utilizing masonry or stone to break up an otherwise continuous wood fence. The fence currently in that location is evidently maintained by the Skyline Estates Homeowners Association, so responsibilities to maintain the fence need to be transferred to the Quail Run HOA once established. A fence would also be constructed along the eastern property line; an existing fence is located approximately one foot into the backyards of the Skyline Estates neighborhood. As requested by the property owner to the south, a fence would be constructed along their property line to screen the development from view. Utility Providers The City of Wheat Ridge is not a full-service city. The utility and service providers for this property include: Arvada Fire Protection District, phone: 303-424-3012 Valley Water District, phone: 303-424-9661 Clear Creek Valley Sanitation District, phone: 303-424-4194 All land use applications will be sent out on referral to these agencies for comment; however, staff encourages potential applicants to contact service districts ahead of time. This may help to understand any design or infrastructure requirements and potential costs associated with the proposed project. 2 Required Fees The application fee for a Specific Development Plan amendment is $600 + $250/acre + $120 for the publication/public notice. A fee of $2,222 will be due at time of application. The application fee for a Major Subdivision is $1,000 + $200/acre + $225 for the publication/public notice. A fee of $2,427 will be due at time of application. Total fees due at application will be $4,649. All new residential development is subject to parkland dedication, based on the number of new units/residents generated. Where land is not available to dedicate, a fee in lieu is required. The fee is paid at the time the plat is recorded or prior to building permit issuance. This fee is $2,497.29 per dwelling unit. Building permits are based on project value and include plan review fees and use tax. Building Division comments: New construction will require building permits, and the issuance of a Certificate of Occupancy upon completion of the project, and only after passing all of the required inspections. The City has adopted and currently enforces the 2012 Edition of the International Codes and the 2014 Edition of the National Electric Code. The City uses the ANSI 117.1-2009 Standard in determining requirements related to accessibility. Demolition permits will be required before any demolition can occur. Public Works comments: The following items were discussed based on the applicant's proposal: Drainage The City will require letters of approval from any property owner directly affected by the applicant's drainage plan. This would include any open channel to pipe conversion, manhole construction, or use of the property for excavation or construction staging. This would not apply to any property owner that may see decreased flows due to drainage reconfiguration. Please note that site grading and stormwater drainage facilities will need to meet design requirements as well as engineering requirements. The purpose of these design standards is to ensure that grading and drainage is integrated into site development and provide enhancements to the site through low impact design approaches. For grading plans, this can include terracing and rolling grades. For drainage facilities, this can include incorporation of natural features (such as boulders and landscaping) as well as surface treatments on concrete structures. Refer to Sections 26-507 and -508 of the municipal code for code requirements and to the Architectural and Site Design Manual for explanatory images. Public Improvements All public improvements must be built before construction of the homes may begin. This includes Pierson Court along the detention pond down to the southern property line, all internal alleys and streets, and the sidewalks on W. 54t` Avenue and Quail Street. A meeting between Arvada, Wheat Ridge, and the applicant was requested in order to determine each party's responsibility regarding public improvements, since many of the required perimeter improvements for this project would actually be located in Arvada. Please refer to the attached notes from Public Works for the dimensions required for right-of-way dedications. Review Process This request will require a Specific Development Plan (SDP) and a major subdivision. The subdivision submittal may run concurrently with the SDP. Specific Development Plan A formal complete Specific Development Plan (SDP) amendment application may now be submitted. The complete application will be assigned a case manager. The case manager will be the applicant's point of contact at the City for the duration of the SDP amendment process. The case manager will review the application, and once all submittal requirements are met, the application will be sent out on referral to outside service agencies (Xcel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for review. The referral period is 15 days, during which time the referral agencies and departments may submit comments on the application. These comments, as well as those from the case manager, will be forwarded to the applicant. Modifications to the SDP amendment document may be required as a result of these comments. After all comments have been addressed, a public hearing before Planning Commission will be scheduled. A public hearing before Planning Commission will require the property to be posted. The posting period lasts 15 days and requires a sign be posted on the property. Additionally, the Community Development department will send out written notification of the hearing to all property owners within a 300 -foot radius of the subject property. During the public hearing at Planning Commission, the case manager will present the SDP amendment, and based on an established set of criteria present evidence to support a recommendation of approval, approval with conditions, or denial of the amendment. The applicant and the public will have the opportunity to present evidence and provide testimony in support or opposition of the application. The Planning Commission will then make a decision of approval, approval with conditions, or denial of the application based on testimonies provided by staff, the applicant, and the public. Within 60 days of approval, a blackline mylar of the SDP amendment with original signatures must be provided to the City for recording with the Jefferson County Clerk & Recorder's office. Subdivision A subdivision consisting of 5 or more lots or parcels is considered a major subdivision. A major subdivision requires two public hearings, one in front of Planning Commission, and one in front of City Council. Upon submittal of a complete application, the case manager will review the application, send it out on referral to outside service agencies (Xcel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for review. The referral period is 15 days, during which time the referral agencies and departments may submit comments on the application. These comments, as well as those from the case manager, will be forwarded to the applicant. Modifications to the subdivision plat may be required as a result of these comments. The applicant 4 must address comments and resubmit relevant documents. This process may need to occur several times. Once all comments have been addressed to the case manager's satisfaction, a public hearing before Planning Commission will be scheduled. Planning Commission will make a recommendation of approval, approval with conditions, or denial. This recommendation will be forwarded to City Council for final action. Each public hearing requires a mandated posting period, during which time the property will be posted with a sign, notice will be posted in the Wheat Ridge Transcript, and letters will be sent out to all property owners within 300 feet of the property. Once approved, a blackline mylar copy of the plat must be submitted to the City of Wheat Ridge in order to be recorded with Jefferson County Clerk and Recorder. The plat must be approved and recorded prior to the issuance of any building permits. Attachments: SDP application checklist, Subdivision application checklist Disclaimer: Please be aware that the above comments are for general information purposes only. Staff cannot predict the outcome of any land use development application. A favorable response from staff does not obligate any decision-making body (Community Development Director, Public Works Director, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best advice available given existing regulations, current policy, political climate and information submitted. Phone Numbers Lauren Mikulak — Planning Manager 303-235-2845 Meredith Reckert — Senior Planner 303-235-2848 Zack Wallace Mendez — Planner II 303-235-2852 Scott Cutler — Planner 1 303-235-2849 Dave Brossman — Development Review Engineer 303-235-2864 Mark Westberg — Projects Supervisor 303-235-2863 Jordan Jefferies — Civil Engineer 303-235-2868 Steve Art — Economic Development Manager 303-235-2806 Randy Slusser — Chief Building Official 303-235-2803 City of `JET heat 1�idge PUBLIC WORKS IN City of Wheat Ridge Municipal Building 7500 W. 29c' Ave. Wheat Ridge, CO 80033-8001 P: 303.235.2861 F: 303.235.2857 March 22, 2018 Pre-Aonlication Meetine 5352-5392 Quail Street (Quail Run Subdivision) Public Works Requirements: The Department of Public Works performs all reviews electronically. Unless specified otherwise, all submittals must be in PDF file format. No hardcopies will be required by Public Works until the documents are in an approvable condition. The following shall be submitted for review and approval with the Land Use (Plat/Site Plan) Application: Final Plat: A Final (Major Subdivision) Plat shall be required. All plat submittals must adhere to the following: a. City -based bearings/coordinates shall be used per Section 26-407-D-6 of the Municipal Code of Laws. The City is currently on a ground-based modified form of the NAD83/92 State Plane coordinate system. b. Please refer to the attached City of Wheat Ridge Conversion Information & Procedure PRIOR to performing the land survey. If the field survey is performed without following the attached procedure the plat may not be approved. c. All section ties shall be to Section or % Section corners or City of Wheat Ridge PHAC points only — aliquot corners cannot be used as section ties. d. To be approvable the Plat will need to contain all items found in the Final Plat Review and Geodetic Surveying Requirements checklists found on the City's website. e. Stormwater Detention Easement: This project requires the construction of a stormwater detention and water quality facility that shall lie within a separate, non -buildable "Tract A" fully encumbered by a Stormwater Detention Easement. A Stormwater Detention Easement must be granted to the City of Wheat Ridge to ensure the detention facility will be adequately maintained in the future and remain in compliance with the Clean Water Act. A Stormwater Detention Easement shall be granted by the Final Plat, and completely encompass the proposed detention facility. The easement boundary shall be coincident with or lie outside the boundary of the elevation of the required one (1) foot of freeboard required for the facility for standard extended detention basin (EDBs). The following language shall be included as a Note on the Final Plat: "THE STORMWATER DETENTION AND WATER QUALITY AREA SHOWN HEREIN AS A "TRACT A" IS FULLY ENCUMBERED BY A DRAINAGE EASEMENT HEREBY GRANTED TO THE CITY OF WHEAT RIDGE BY THIS PLAT. TRACT A SHALL BE MAINTAINED BY THE www.ci.wheatridge.co.us Public Works Engineering March 22, 2018 Page 2 OWNERS, ANY SUBSEQUENT OWNERS, THEIR HEIRS, SUCCESSORS, AND ASSIGNS. IN THE EVENT THAT SUCH CONSTRUCTION AND MAINTENANCE IS NOT PERFORMED BY SAID OWNERS, THE CITY OF WHEAT RIDGE SHALL HAVE THE RIGHT TO ENTER SUCH AREA AND PERFORM NECESSARY WORK, THE COST OF WHICH SAID OWNER, HEIRS, SUCCESSORS, AND ASSIGNS AGREES TO PAY. NO BUILDING OR STRUCTURE SHALL BE CONSTRUCTED WITHIN THE STORMWATER DRAINAGE EASEMENT AND NO CHANGES OR ALTERATIONS AFFECTING THE HYDRAULIC CHARACTERISTICS OF SAID STORMWATER QUALITY AREA SHALL BE MADE WITHOUT THE APPROVAL OF THE DIRECTOR OF PUBLIC WORKS." f. PW submittals shall be submitted in the form of- i. £i. 2 electronic files as follows (see Note 1 below): 1. 1 file in AutoCAD 2013 (or older) DWG format (including all associated SHX and reference files), AND 2. 1 file in PDF format. NOTE: Please be advised that the plat cannot be reviewed without BOTH of these files. 2. Final Plat Supporting Documents: a. Geodetic Surveying Requirements: An initialed Geodetic Surveying Requirements checklist shall accompany all Final Plat submittals. The plat must contain all items from this checklist to be approvable. b. Closure Sheets: Closure sheets for the platted boundary and all internal lots shall accompany the Final Plat submittal; all must close within the 1:50,000 as required by the Municipal Code. ROW Dedications: The following areas of Right -of -Way shall be dedicated by the plat: a. West 53rd Avenue: The Right -of -Way dedication along W. 53' shall be a minimum of 23.00' (parking allowed on both sides). b. Pierson Court: The Right -of -Way dedication along Pierson Court must be a minimum of 53.00' (parking allowed on both sides). Please note that Pierson Court shall extend southward to the southerly boundary of the 5352 Quail Street (Lubker) property. That way if the Strickler property should ever redevelop in the future Pierson Court may be fully connected to the south. c. West 54th Avenue: West 54th Avenue is fully within the City of Arvada and therefore outside the jurisdiction of Wheat Ridge; any requests for ROW dedication along W. 54th Avenue will need to come from Arvada. d. Quail Street: Quail Street access shall be required prior to approval of the project. Since the proposed design for this project assumes Quail Street will be constructed within the City of Arvada rather than Wheat Ridge, the following written documentation confirming the ability of this development to construct Quail Street shall be required prior to project approval: www.ci.wheatridge.co.us (03-22-15) 5352-5392 QuailSt_Quail Run Sub.docx Public Works Engineering March 22, 2018 Page 3 i. From the adjoining landowner to the west: A recorded deed conveying the title or an easement granting the right to the Quail Run developer to construct Quail Street. ii. From the Cily of Arvada: Written approval of the Quail Street construction plans and drainage design (which is proposed to release into the channel lying east within Arvada). iii. Additional Conditions: Please be advised that the construction of a primary access to a new development is a highly unusual situation, the City of Wheat Ridge may impose additional conditions or requirements as the situation dictates. 4. Final Drainage Report: A Final Drainage Report signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required. The Report must describe how full stormwater flood attenuation detention incorporating water quality measures for the entire site will be achieved. Please refer to the City's Site Drainage Requirements for additional information. (Please refer to Note 1 below). 5. Civil Construction Plans: Construction Plans signed and sealed by a Professional Engineer licensed in the State of Colorado, shall be required for all improvements to be constructed, and including, but not limited to, curb, gutter and sidewalk, all drainage - related items such as detention ponds, outlet structures, drainageways or pans, grass swales or other water quality BMPs, etc. Include all applicable City standard details in the plans (please see Note 1 below). Also note that all landscaped areas shall be 4:1 or less in grade, including the side slopes of extended detention basins (EDBs) and drainage channels. 6. Itemized Engineer's Cost Estimate/Performance Guarantee: An itemized cost estimate must be submitted for review and approval for the required drainage and public improvements associated with this project. The cost estimate does not need to include any sanitary sewer or water utilities as the performance guarantee for these will be handled separately through the individual districts. Upon approval of the cost estimate an associated performance guarantee for the approved amount plus 25% (125%) as required by the Municipal Code of Laws in the form of an Irrevocable Letter of Credit (ILOC) shall be required prior to recordation of the subdivision plat. 7. Subdivision Improvement Agreement: A Subdivision Improvement Agreement (SIA) will be needed prior to recordation of the Final Plat (please contact Community Development at 303.235.2846 for further info). An ILOC in the amount of the above-mentioned approved itemized cost estimate for all public improvements will be referenced in the SIA. www.ci.wheatridge.co.us (03-22-18) 5352-5392 QuailSt_Quail Run Sub.docx Public Works Engineering March 22, 2018 Page 4 NOTES: 1. Information pertaining to the Public Works development requirements, Site Drainage Requirements, the City's Street Construction Standards & Details in AutoCAD® DWG format, ROW maps, and City -based coordinate and land surveying information (i.e., Current City Datum), is all available on the City of Wheat Ridge website at: www.ci.wheatridp-e.co.us 2. Electronic file Submittals: Please note that the Department of Public Works performs all reviews electronically. Be sure to include all electronic DWG and PDF files as stated herein. Any submittals that do not contain ALL of the required files will be considered as incomplete and will not be reviewed. 3. NPDES Permit: The Federal Clean Water Act implemented by the EPA requires that stormwater discharges from certain types of facilities as part National Pollutant Discharge Elimination System (NPDES) be authorized under stormwater discharge permits. An NPDES permit is required for all construction sites greater than one (1) acre in size. The area of the proposed development is greater than one acre and shall therefore comply with NPDES regulations. The NPDES permit for construction activities is issued by the State through the Colorado Discharge Permit System (CDPS), and may be obtained by contacting the Colorado Department of Public Health & Environment, Water Quality Control Division Water Quality Control Division at 303.692.3500 and asking for the public assistance person for the Permits Unit. A Stormwater Management Plan (SWMP) shall be required for this development. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information. 4. Please note the following items required prior to the issuance of the Certificate of Occupancy for the proposed building: i. Drainage Certification: A Drainage Certification Letter from the Engineer -of -Record stating that all drainage related items were constructed per the approved civil engineering documents. The Certification Letter shall be accompanied by As -Built plans in support of the statements made in the Letter. ii. Stormwater Maintenance Agreement and O & M Plan: All post -construction Best Management Practices (BMP's) for water quality must be maintained and inspected by the property owner(s) per Section 20-34 of the City of Wheat Ridge Municipal Code of Laws. For stormwater quality facilities including, but not limited to, above -ground or underground detention facilities, porous landscape detention areas, porous pavement, centrifuge type devices such as a Rinker Stormcepter®, hydrodynamic separation systems such as a Contech Vortechs®, or for any other approved post -construction BMP, a Stormwater Maintenance Agreement accompanied by an Operations and Maintenance (O & M) Schedule/Log shall be required prior to issuance of the first Certificate of Occupancy. The O & M Schedule/Log must be kept current and will be inspected on a regular basis by City staff to ensure compliance with City of Wheat Ridge Municipal Code requirements. Please contact Bill LaRow, Stormwater Program Manager at 303.235.2871 for further information. 5. NOTE: Submittals will not be considered as being under review until all of the above stated submittal requirements have been received. Incomplete submittals will be returned to the applicant without being reviewed. www.ci.wheatridge.co.us (03-22-18) 5352-5392 QuailSt_Quail Run Sub.docx Minimum City Street Standards Cross -Section Features: - One travel lane in each direction - Minimum 5 -foot sidewalks - Minimum 5 -foot amenity zones - Dry utilities may be placed beneath detached sidewalk City of Wheatl�idge 5' S' Buffer/ 2 5' 11' Lane 11' Lane 2.5' S' Buffer/ 5' 1'(min.) access Sidewalk Amenity Amenity Sidewal zone required along outside edge of sidewalks 26' Fire Clear Zone 49'Minimum ROW City of Wheat Ridge Community Development Department 7500 W. 29th Avenue • Wheat Ridge, CO • 80033 Rev. 08/2017 303-235-2846 • www.ci.wheatridge.co.us Minimum City Street Standards Cross -Section Features: - One travel lane in each direction - Parallel parking on both sides - Minimum 5 -foot attached sidewalks 5' _ 2' Sidewalk Utility/ Signage Zone Rev. 08/2017 ■ r City of "�9r WheatR,&c 5' Sidewalk 26'Fire Clear Zone 53'Minimum ROW City of Wheat Ridge Community Development Department 7500 W. 29th Avenue • Wheat Ridge, CO • 80033 303-235-2846 • www.ci.wheatridge.co.us Utility/ Signage Zone 5352-5392 Quail St. - Quail Run ROW CURRENT Jetfco Parcels_Deo•2010 Sections eng.WRENG. Ease Dr Ut eng.WREN G.EASE_Util O Structures Lines gad Centerline -- Primary road, interstate highway, limited access i �- Secondary road. U.S. highway -- Connecting road, county roads Neighborhood road, city street, unimproved road Special Road Feature ■ eng.WRENG.lnlets ■ eng.WRENG.Manholes -- eng.WRENG.StormPipe N Horizontal Coordinate System: NAD83/92 State Plane Colorado Central Zone 0502 Vertical Datum: NAVD88 W E 0 50 100 200 Feet S City of Wheat Ridge, Colorado 7500 West 29th Avenue Wheat Ridge, CO 80033-8001 Wheat ldge 303.234.5900 DATE: 03/22/2018 DISCLAIMER NOTICE: This is a pictorial representation of geographic and demographic information. Reliance upon the accuracy, reliability and authority of this information is solely requestor's responsibility. The City of Wheat Ridge, in Jefferson County, Colorado - a political subdivision of the State of Colorado, has compiled for its use certain computerized information. This information is available to assist in identifying general areas of concern only. The computerized information provided should only be relied upon with corroboration of the methods, assumptions, and results by a qualified independent source. The user of this information shall indemnify and hold free the City of Wheat Ridge from any and all liabilities, damages, lawsuits, and causes of action that result as a consequence of his reliance on information provided herein. OWNERS CERTIFICATE The below signed owner(s), or legally designated agent(s) thereof, do hereby agree that the property legally described hereon will be developed as a Planned Development in accordance with the uses, restrictions and conditions contained in this plan, and as may otherwise be required by law. I (we) further recognize that the approval of a rezoning to Planned Development, and approval of this outline development plan, does not create a vested property right. Vested property rights may only arise and accrue pursuant to the provisions of Section 26121 of the Wheat Ridge Code of Laws. ArthurJ. Aho Arthur Joel Aho Revocable Trust Stale of Colorado County of Jefferson Barbara J. Aho Barbara Jean Aho Revocable Trust The foregoing instrument was acknowledged before me this _day of , A.D. 20_ by Witness my hand and official seal. My commission expires: Notary Public Gregory R. Skalla State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this _day of , A.D. 20 by Witness my hand and official seal. My commission expires: N01ary ruoOC Joel L. Lubker Dawn R. Lubker State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this _day of , A.D. 20_ by Witness my hand and official seal. My commission expires: Notary Public Summer Clark State of Colorado County of Jefferson The foregoing instrument was acknowledged before me this _day of , A.D. 20_ by Witness my hand and official seal. My commission expires: Notary Public QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO VICINITY MAP (NO SCALE) LAND USE TABLE JUSTER CML ENGINEERING 1-L.C: USE SF ACRES ATTACHED SINGLE FAMILY LOTS 'Sq,a35 -1.49 DETACHED SINGLE FAMILY HOMES ±76,014 ri 75 OPEN SPACE/ LANDSCAPING ±34.933 ±O X1 STREETS/ALLEYS ±86,011 ±1.97 CHARACTER OF NEIGHBORHOOD THIS PLANNED RESIDENTIAL DEVELOPMENT WILL ENHANCE AN UNDER UTILIZED INFILL AREA ON THE NORTHERNMOST TP OF A PENINSULA IN WHEAT RIDGE SURROUNDED BY ARVADA NEIGHBORHOODS TO THE EAST, NORTH AND A FUTURE NEIGHBORHOOD TO THE WEST. THE DEVELOPMENT PROMOTES PEDESTRIAN CONNECTIVITY AND INTERACTION WITH THE SURROUNDING COMMUNITIES, IT PROVIDES SINGLE FAMILY ATTACHED AND DETACHED RESIDENTIAL HOMES AND MEETS THE CITY OF WHEAT RIDGE CODE REQUIREMENTS OF SECTION 26-301 C. THE PROPOSED DEVELOPMENT IS A TRANSITIONAL NEIGHBORHOOD DESIGNED TO ALLOW BUFFERING AND DENSITY TRANSITION FROM THE SKYLINE ESTATES DEVELOPMENT TO THE EAST AND NORTH, AND FOR HIGHER DENSITY MULTIFAMILY USES TO THE WEST. THE NEIGHBORHOOD FEATURES A UNIQUE CHARACTER WITH A VARIETY OF ARCHITECTURAL DESIGNS. HOMES WILL FEATURE TRADITIONAL ARCHITECTURAL DESIGN WITH ACCENTS OF STONE OR BRICK THE DEVELOPMENT FEATURES CENTRAL LANDSCAPED OPEN SPACE ALLOWING RESIDENTS TO ENJOY THE NATURAL BEAUTY OF THE AREA CREATING COMMUNITY SYNERGY. MATERIALS AND COLOR PALETTES WILL BE PREDETERMINED DURING SPECIFIC DEVELOPMENT PLAN TO AFFIRM CONSISTENT STREETSCAPE. HOMES WILL VARY IN RANGE FROM 1,200 - 3,000 SQUARE FEET WITH CUSTOM FEATURES CREATING AN ATTRACTIVE AND AESTHETICALLY APPEALING STREETSCAPE. THE NEIGHBORHOOD WILL FEATURE ENTRY SIGNAGE WITH TREES AND LANDSCAPING ALONG ITS ACCESS ROADS. THIS PEDESTRIAN FRIENDLY NEIGHBORHOOD ALLOWS CONVENIENT ACCESS TO BUS ROUTES, AND COMMUTER RAIL ON RIDGE ROAD. ON -STREET PARKING WILL BE PROVIDED ON CITYIPUBLIC STREETS. OPD NOTE: THIS OUTLINE DEVELOPMENT PLAN IS CONCEPTUAL IN NATURE. SPECIFIC DEVELOPMENT ELEMENTS SUCH AS SITE LAYOUT AND BUILDING ARCHITECTURE HAVE NOT BEEN ADDRESSED ON THIS DOCUMENT. AS A RESULT, A SPECIFIC DEVELOPMENT PLAN MUST BE SUBMITTED AND APPROVED BY THE CITY OF WHEAT RIDGE PRIOR TO THE SUBMITTAL OF A RIGHT-OF-WAY OR BUILDING PERMIT APPLICATION AND ANY SUBSEQUENT SITE DEVELOPMENT. PER CITY OF WHEAT RIDGE SITE DRAINAGE REQUIREMENTS, WATER QUALITY FEATURES MAY BE LOCATED THROUGHOUT THE SITE, AND A DETENTION FACILITY IS PROPOSED TO BE LOCATED IN THE SOUTHEAST CORNER OF THE PROPERTY. A FINAL DRAINAGE REPORT, DESIGN, AND EASEMENT SHALL BE PROVIDED WITH THE SUBDIVISION PLAT. THE HOA WILL BE RESPONSIBLE FOR MAINTENANCE. FLOOD PLAIN PROPERTY LIES OUTSIDE OF THE 100 -YEAR FLOOD PLAIN. PHASING: THIS PROJECT IS ANTICIPATED TO HAVE ONLY ONE PHASE, HOWEVER FUTURE PHASING, IF REQUIRED, WILL NOT REQUIRE AMENDMENT TO THIS PLAN, CASE HISTORY: CASE# WZ-17-11 INDEX OF SHEETS: 1. COVER SHEET 2. PREUMINARY SITE PLAN SURVEYOR'S CERTIFICATE I, JOHN P. EHRHART, DO HEREBY CERTIFY THAT THE SURVEY OF THE BOUNDARY OF QUAIL RUN WAS MADE BY ME OR UNDER MY DIRECT SUPERVISION AND TO THE BEST OF MY KNOWLEDGE, INFORMATION AND BELIEF, IN ACCORDANCE WITH ALL APPLICABLE COLORADO STATUTES, CURRENT REVISED EDITION AS AMENDED, THE ACCOMPANYING PLAN ACCURATELY REPRESENTS SAID SURVEY. +y. Ery'• F { • 29474 JOHN P. EHRHART, PLS 29414y CITY CERTIFICATION Approved this_ day of - _ by the Wheat Ridge City Council ATTEST L, Mayor Community Development Director PLANNING COMMISSION CERTIFICATION Recommended for approval this day of by the Wheat Ridge Planning Commission. Chairperson COUNTY CLERK AND RECORDERS CERTIFICATE State of Colorado ) )ss County of Jefferson ) gUAIL RUN PROPERTY DESCRIPTION -ZONING: 1 hereby certify that this plan was filed in the office of the County Clerk and Recorder of Jefferson County at A PARCEL OF LAND SITUATED IN THE SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16, Golden, Colorado, at o'clock— M. on TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH PRINCIPAL MERIDIAN, COUNTY OF JEFFERSON, STATE OF the _ day of A.D., in COLORADO, BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS: Book_, Page_, Reception No. BEGINNING AT THE NORTHWEST SIXTEENTH CORNER OF SAID SECTION 16; THENCE N89°37'16"E ALONG THE EAST -WEST CENTERLINE OF SAID SECTION 16 A DISTANCE OF 471.14 FEET TO THE NORTHWEST CORNER OF JEFFERSON COUNTY CLERK AND RECORDER TRACT A, SKYUNE ESTATES FILING NO. 2; THENCE S00°12'24"E ALONG THE WEST LINE OF BLOCK 1 OF SAID SKYLINE ESTATES FILING NO. 2 A DISTANCE OF 499.28 FEET; THENCE S89"34'25 -W ALONG A UNE 160 FEET NORTH OF AND PARALLEL WITH THE SOUTH LINE OF THE NORTH 7 ACRES OF THE WEST 14 ACRES OF THE SAID By: SOUTHEAST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16 A DISTANCE OF 430.76 FEET TO A POINT Deputy ON THE EAST LINE OF PROPERTY CONVEYED TO JEFFERSON COUNTY BY DEED RECORDED APRIL 6, 1954 AT RECEPTION NO. 572675; THENCE 1,100°1901'w ALONG SAID EAST LINEA DISTANCE OF 19.63 FEET TO THE NORTHEAST CORNER OF SAID PROPERTY; THENCE S89`37'16'W ALONG THE NORTH LINE OF SAID PROPERTY A DISTANCE OF 40.00 FEET TOA POINT ON THE NORTH -SOUTH CENTERUNE OF SAID NORTHWEST QUARTER OF SECTION 16; THENCE NOO"15101'W ALONG SAID CENTERLINE A DISTANCE OF 480.00 FEET TO THE POINT OF PROJECT INFORMATION: BEGINNING; CONTAINING 234,441 SQUARE FEET OR 5.362 ACRES, MORE OR LESS. OWNER/ DEVELOPER; BASIS OF BEARINGS: N89°3Z4T'E, ALONG THE EAST -WEST CENTERLINE OF SECTION 16, MONUMENTED AS SCHAL INVESTMENTS, LLC SHOWN HEREON. 665 S. DECATUR STREET DENVER, CO 60219 303-818-6187 SUMM ER2CLARK0GMAI L.COM CONTACT: SUMMER CLARK SEE SHEET 2 OF 2 FOR DEVELOPMENT STANDARDS ENGINEER: JUSTER CIVIL ENGINEERING LLC 12708 DEER CREEK DRIVE OMAHA, NE 68142 402-5961171 ALLOWED USES: SJUSTER@JUSTERCIVILENGINEERING.COM CONTACT: SORIN JUSTER, P.E., P.T.O.E. 1. INTENT: 1.1. THIS PLANNED RESIDENTIAL DEVELOPMENT DISTRICT (PRD) IS ESTABLISHED TO PROVIDE FOR A QUALITY RESIDENTIAL NEIGHBORHOOD, CONSISTING OF SINGLE-FAMILY DETACHED AND SINGLE-FAMILY ATTACHED USES THAT ARE COMPATIBLE WTH ADJACENT EXISTING RESIDENTIAL AND OPEN SPACE USES. 2. USES: 2.1. ALLOWED USES 2.1.1, SINGLE-FAMILY DETACHED DWELLING 2.1.2. SINGLE-FAMILYA7TACHEDDWELLING 2.1.3. OPEN SPACE NC T K= L 2.2 ACCESSORY USES B 0.922.1907 ca'i beb vm ,n,, /• 2.2.1 HOME OCCUPATION 2.2.2 HOUSEHOLD PETS CALL 811 2 -BUSINESS DAYS IN ADVANCE BEFORE YC. QUASI -PUBLIC AND PUBLIC UTIUTY LINES, STORM DRAINAGE, SANITARY GRADE OR EXCAVATE FOR MARKING OF UNDERGROUND MEMBER UTILITIES SEWER AND WATER SUPPLY FACILITIES. DETACHED ACCESSORY STRUCTURES ARE NOT ALLOWED. JUSTER CIVIL ENGINEERING (JCE) ASSUMES NO RESPONSIBILITY FOR UTILITY LOCATIONS. THE UTILITIES SHOWN ON THESE RV AND BOAT STORAGE ARE NOT ALLOWED. DRAWINGS HAVE BEEN PLOTTED FROM THE INFORMATION AVAILABLE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO FIELD VERIFY THE SIZE, MATERIAL, HORIZONTAL AND VERTICAL LOCATION OF ALL UTILITIES PRIOR TO COMMENCEMENT OF ANY CONSTRUCTION. Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Revisions Revision# 1 03/05/2018 Mark Date D—rlpt- Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet 1 OF 2 JUSTER CML ENGINEERING 1-L.C: 12708 DEER CREEK DR OMAHA NE 68142 sjuster@justercivilengineering.co, SURN \ 1 JUSTER j 39493 1 29- 18 Project: Quail Run 1712001 Address: 54th Avenue & Quail Street City of Wheat Ridge, CO Revisions Revision# 1 03/05/2018 Mark Date D—rlpt- Checked By: Drawn By: Dwg File: Sheet Title COVER SHEET Sheet 1 OF 2 PUD -R CITY OF ARVADA C PUD -I QUAIL RUN PLANNED RESIDENTIAL DEVELOPMENT AN OUTLINE DEVELOPMENT PLAN IN THE CITY OF WHEAT RIDGE NORTHWEST QUARTER OF SECTION 16, PUD -R TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., CITY OF ARVADA CITY OF WHEAT RIDGE, COUNTY OF JEFFERSON, STATE OF COLORADO DEVELOPMENTSTANDARDS: x30' OPEN I CCE 1 ALLEY I I I I I I I I I I I I I I I I I I I I L ---- J r ------------I 1I r------------ A I SFAS I I SFA4 I I L -----------J L -----------J sjusten@justerCivilengineedng.corq ALLEY 124' ----- — I I r----� O I I I r -----i I D I I I r ----i I D I I I I r ----i I O4 I I 11 I I r ----n O 1 I I I I r ----i 1 1 O I I I I r----7 1 OT 1 I I I I r---- I( I I I r----� . I I I I I I I I I I I I I I I I I I I I I I I I I I I 904'TYPI I I I I I 1 sa1P. 1 I I I I I I I 1 I I 1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 1 I 1 1 I I 1 I I .'.' F. `:::d;::; .. 1 14)1 I I I i ----------J JI ....... ... . - I I .. ..::.f._ .. '. .............. .. .. ...,: .. .y.'a. .� :....•.. :.:..::.................... .. .. .. ... ... ..... ,R45.,,, 1 I L ----J x30' OPEN I CCE 1 ALLEY I I I I I I I I I I I I I I I I I I I I L ---- J r ------------I 1I r------------ A I SFAS I I SFA4 I I L -----------J L -----------J sjusten@justerCivilengineedng.corq ALLEY 124' ----- — I I I I I L — — — — — — — — — — — J L -----------J OPEN SPACE x30' r------------ 1 r-----------� I I I I I I I I L - - - - - - - - - - - J L -----------J ALLEY x24' r----------- I I I I -----------� I I SFA10� I I L -----------J L -----------J LEGEND PROPERTY LINEA AND CITY --- PR WHEAT RIDGE BOUNDARY SOUTH RE -ZONING UNE CENTER LINE SETBACK LINE ------ CURB & GUTTER ASPHALT PAVEMENT CONCRETE V DEWALK 4a 20 40 SCALE: 1' = 40' 2' UTILITY 2' UTILITY SIGNAGE ZONE SIGNAGE ZONE 53' R.O.W. 5' MIN. 2.5 6' 6' .1. 5' MIN. SIDEWALK PARKI- G�LANE�LANE�PP.=JNG SIDEWALK 1 2% 2% K r 28' FIRE CLEAR ZONE�j ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE 4 �24 IMin. —-I 1^� 24'MIn. FIRE CLEAR ZONE ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEATRIDGE 3 3' S4' R.O.W. O oI x 1 I B 711" 17 11 LANE 2% 2% 11� E SIDEWALK SIGNAGE ZONE ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE 1. USE AREAS: 1. USE AREA'A' IS THE SINGLE FAMILY DETACHED (SFD) UNITS DEFINED AS LOTS 1-14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. ii. USE AREA'B' IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR SINGLE FAMILY ATTACHED (SFA) HOMES. 2. MAXIMUM HEIGHT: 35 FEET 3. SFD MINIMUM LOT AREA: 4,500 SQUARE FEET 4. SFD MINIMUM LOT WIDTH: 50 FEET 5. SFD MAXIMUM BUILDING COVERAGE: 00% 6. SFD MAXIMUM DENSITY: 14 UNITS 7. SFA MAXIMUM DENSITY: 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 8-12 BUILDINGS, SHOWN CONCEPTUALLY AS SFA1-10) 8. MINIMUM SETBACKS (MEASURED TO FOUNDATION) L SINGLE FAMILY DETACHED: a. FRONT SETBACK = 10' b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. c. SIDE SETBACK = 5' d. REAR SETBACK= 10' e. MINIMUM DRIVEWAY LENGTH= 15' TO BACK OF WALK. f. MAXIMUM DRIVEWAY WIDTH = 18' g. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 28-611 OF THE WHEAT RIDGE MUNICIPAL CODE. ii, SINGLE FAMILY ATTACHED: INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROMTHE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI -UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW. a. FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 10' b. FRONT OR SIDE SETBACK FACING OPEN SPACE = 5' c. REAR SETBACK FACING ALLEY =0' d. MINIMUM BUILDING SEPARATION =10' e. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 9. PARKING L OFF-STREET PARKING: ALL HOMES WILL HAVE TWO -CAR GARAGES. ii. VISITOR PARKING: e. SFA TO PROVIDE ONE ON -STREET VISITOR SPACE FOR EVERY 10 OFF- STREET SPACES PROVIDED. b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON -STREET. 10. LANDSCAPING: 1. SFA MINIMUM OPEN SPACE: 30% ii. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS, 11. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 12. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN. 1. MAXIMUM NUMBER: 1 ii. MAXIMUM SIGN AREA: 38 S.F. III. MINIMUM SETBACK: 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE TRIANGLE) N. MAXIMUM HEIGHT'S' 13. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26.503 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 14. ARCHITECTURAL AND STREETSCAPE DESIGN L STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE: a. FACADES FACING PUBLIC R.O.W. AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. c A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAYBE AGGREGATED FOR LOTS 1.14 SO LONG AS THE AVERAGE IS NO LESS THAN 313% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE ELEVATIONS. fl. SINGLE FAMILY ATTACHED ARCHITECTURE: a. WILL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES. b. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE. DUSTER CML ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjusten@justerCivilengineedng.corq � I OF Col /� II SORIN \ I I I . F I 11 I I I I I I I I , r -� i ----------J I ::. •:cr3:: ; .'.' F. `:::d;::; .. 1 14)1 I I I i ----------J LEGEND PROPERTY LINEA AND CITY --- PR WHEAT RIDGE BOUNDARY SOUTH RE -ZONING UNE CENTER LINE SETBACK LINE ------ CURB & GUTTER ASPHALT PAVEMENT CONCRETE V DEWALK 4a 20 40 SCALE: 1' = 40' 2' UTILITY 2' UTILITY SIGNAGE ZONE SIGNAGE ZONE 53' R.O.W. 5' MIN. 2.5 6' 6' .1. 5' MIN. SIDEWALK PARKI- G�LANE�LANE�PP.=JNG SIDEWALK 1 2% 2% K r 28' FIRE CLEAR ZONE�j ROAD SECTION A -A 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE 4 �24 IMin. —-I 1^� 24'MIn. FIRE CLEAR ZONE ALLEY SECTION B -B NOT TO SCALE CITY OF CITY OF ARVADA WHEATRIDGE 3 3' S4' R.O.W. O oI x 1 I B 711" 17 11 LANE 2% 2% 11� E SIDEWALK SIGNAGE ZONE ROAD SECTION C -C 2 -LANE LOCAL STREET WITH PARKING NOT TO SCALE 1. USE AREAS: 1. USE AREA'A' IS THE SINGLE FAMILY DETACHED (SFD) UNITS DEFINED AS LOTS 1-14 BORDERING THE NORTH AND EAST SIDE OF THE DEVELOPMENT. ii. USE AREA'B' IS THE CENTRAL AREA OF THE DEVELOPMENT AND SHALL BE UTILIZED FOR SINGLE FAMILY ATTACHED (SFA) HOMES. 2. MAXIMUM HEIGHT: 35 FEET 3. SFD MINIMUM LOT AREA: 4,500 SQUARE FEET 4. SFD MINIMUM LOT WIDTH: 50 FEET 5. SFD MAXIMUM BUILDING COVERAGE: 00% 6. SFD MAXIMUM DENSITY: 14 UNITS 7. SFA MAXIMUM DENSITY: 42 UNITS (RANGING FROM 3 TO 6 UNITS WITHIN 8-12 BUILDINGS, SHOWN CONCEPTUALLY AS SFA1-10) 8. MINIMUM SETBACKS (MEASURED TO FOUNDATION) L SINGLE FAMILY DETACHED: a. FRONT SETBACK = 10' b. FRONT SETBACKS SHALL VARY A MINIMUM OF 2.5 FEET. NO TWO ADJACENT HOMES OR HOME DIRECTLY ACROSS THE STREET SHALL HAVE THE SAME SETBACK. c. SIDE SETBACK = 5' d. REAR SETBACK= 10' e. MINIMUM DRIVEWAY LENGTH= 15' TO BACK OF WALK. f. MAXIMUM DRIVEWAY WIDTH = 18' g. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 28-611 OF THE WHEAT RIDGE MUNICIPAL CODE. ii, SINGLE FAMILY ATTACHED: INDIVIDUAL SINGLE FAMILY ATTACHED LOTS SHALL BE EXEMPT FROMTHE FOLLOWING STANDARDS, SO LONG AS THE ENTIRE MULTI -UNIT BUILDING MEETS ALL STANDARDS ESTABLISHED BELOW. a. FRONT OR SIDE SETBACK FACING STREET OR ALLEY = 10' b. FRONT OR SIDE SETBACK FACING OPEN SPACE = 5' c. REAR SETBACK FACING ALLEY =0' d. MINIMUM BUILDING SEPARATION =10' e. BUILDING SETBACK ENCROACHMENTS ARE PERMITTED IN CONFORMANCE WITH SECTION 26-611 OF THE WHEAT RIDGE MUNICIPAL CODE. 9. PARKING L OFF-STREET PARKING: ALL HOMES WILL HAVE TWO -CAR GARAGES. ii. VISITOR PARKING: e. SFA TO PROVIDE ONE ON -STREET VISITOR SPACE FOR EVERY 10 OFF- STREET SPACES PROVIDED. b. SFD TO PROVIDE ONE GUEST PARKING SPACE PER UNIT LOCATED EITHER WITHIN DRIVEWAY OR ON -STREET. 10. LANDSCAPING: 1. SFA MINIMUM OPEN SPACE: 30% ii. ALL LANDSCAPING SHALL BE IN CONFORMANCE WITH SECTION 26-502 LANDSCAPING REQUIREMENTS OF THE CITY OF WHEAT RIDGE CODE OF LAWS, 11. EXTERIOR LIGHTING: ALL LIGHTING SHALL BE IN CONFORMANCE WITH SECTION 26-503 EXTERIOR LIGHTING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 12. SIGNAGE: ALL SIGNAGE SHALL BE IN CONFORMANCE WITH ARTICLE VII SIGN CODE OF THE CITY OF WHEAT RIDGE CODE OF LAWS, EXCEPT AS FOLLOWS FOR FREESTANDING SUBDIVISION SIGN. 1. MAXIMUM NUMBER: 1 ii. MAXIMUM SIGN AREA: 38 S.F. III. MINIMUM SETBACK: 0' (SHALL NOT INTERFERE WITH SIGHT DISTANCE TRIANGLE) N. MAXIMUM HEIGHT'S' 13. FENCING: ALL FENCING SHALL BE IN CONFORMANCE WITH SECTION 26.503 FENCING OF THE CITY OF WHEAT RIDGE CODE OF LAWS. 14. ARCHITECTURAL AND STREETSCAPE DESIGN L STREETSCAPE DESIGN SHALL BE IN CONFORMANCE WITH THE STREETSCAPE DESIGN MANUAL. ii. SINGLE FAMILY DETACHED ARCHITECTURE: a. FACADES FACING PUBLIC R.O.W. AND/OR OPEN SPACE SHALL UTILIZE THE SAME ARCHITECTURAL TREATMENTS AS FRONT FACADES. b. NO TWO ADJACENT HOMES OR HOMES ACROSS THE STREET SHALL UTILIZE THE SAME ARCHITECTURALLY DETAILED ELEVATION. c A MINIMUM OF 30% MASONRY OF BRICK, BRICK VENEER, STUCCO, STONE, STONE VENEER, SYNTHETIC STONE, OR OTHER APPROVED MASONRY MATERIALS WILL BE APPLIED ON FRONT ELEVATIONS. THIS MASONRY REQUIREMENT MAYBE AGGREGATED FOR LOTS 1.14 SO LONG AS THE AVERAGE IS NO LESS THAN 313% FOR THE ENTIRE SFD USE AREA. THE PURPOSE OF THIS AGGREGATE AND AVERAGE APPROACH IS TO ACHIEVE MAXIMUM VARIETY AMONG ELEVATIONS. MASONRY SHALL WRAP A MINIMUM OF 4' ON SIDE ELEVATIONS. fl. SINGLE FAMILY ATTACHED ARCHITECTURE: a. WILL COMPLY WITH CHAPTER 4.3 OF THE ARCHITECTURAL AND SITE DESIGN MANUAL. THE MATERIAL VARIATION REQUIREMENT SHALL NOT APPLY TO THE ALLEY FACING FACADES. b. FRONT DOORS SHOULD BE ORIENTED TOWARDS PUBLIC RIGHT-OF-WAY AND OPEN SPACE. Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Revisions Revision# 1 0310512018 DUSTER CML ENGINEERING LLC 12708 DEER CREEK DR OMAHA NE 68142 sjusten@justerCivilengineedng.corq Mark Date Descaipban OF Col SORIN \ _ DUSTER ) 39493 y 1-29-. 18 Project: Quail Run 1712001 Address: Quail Street & 54th Avenue City of Wheat Ridge, CO Revisions Revision# 1 0310512018 Mark Date Descaipban Checked By: 1 Drawn By: Dwg File: Sheet Title Prel. Site Plan Sheet 2of2 ROW 4115', R.O.W. ROW 115' rL 26.5' 1.5 2.5 11' 11' 6' S' 5' 2' 5 2% 1 2% Increase this to 2A' ASPHALT J 0.5' PAVEMENT VERTICAL CURB STREET & GUTTER (CG2A) YPICAL SECTION SECTION SCALE: 1"=10' e'er, � e - v - ROW 53' R_O.W ROW 2 6.5' 26.5' 5' S' 6' 1 ' 1 1 ' 6' S' 2, .5' 2, T _ 2% 2% r- 0.5' ASPHALT 0.5' PAVEMENT VERTICAL CURD PIERSON COURT & GUTTER (CG2A) TYPICAL SECTION SECTION SCALE. 1 "=10' It !� �o�f 1't� '`' �' �A l�v`J 9 r- - I I I I I I I I I I L_ _J I ---I I I I I L_ I _J I _ L -- I _J �n�ll�lsl�ll�ll�Il;�l�p�ll�l ��ll�l�' �� �� _ � 1•' .. 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ALL HANDICAP RAMPS SHALL BE MID BLOCK CROSS WALK INTERSECTION A PART OF THE WEST HALF OF SECTION 16, sL A_E 40•HORIZ. 12 "P;72a68519D ADA RAMP DETAIL (MR1)-TYPE III PER CITY DETAIL ST -19 UNLESS OTHERWISE TOWNSHIP 3 SOUTH, RANGE 69 WEST OF THE 6TH P.M., NOTED. CITY OF ARVADA, COUNTY OF JEFFERSON, STATE OF COLORADO 111 1 \ ANCH—UMEI-NNING. O --ST.RCRAMP ` 4. ALL STREETS ARE LOCAL (PER CITY DETAIL ST -3) UNLESS OTHERWISE 1 } NOTED. QI `�_ - I .,- -- -- __--- - ------- -- • l _I \•. y=--Y-i_... -_ ri=_-'-''1 .�._I. �..�=moi - .? -_-• .- '"'^� �'?__--- 1•j: 'T - 5'VERT. CURB & 2' GUTTER ICG) 5' WPER CITY DETAIL ST -12 FLALK S. ALL WALKS SHALL BE CONCRETE UNLESS OTHERWISE NOTED. 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CURB&2'GUTTER ICGI ` � N \PER CITY DETAILST-12 r 10'FL BAD. `1 \ a Q ISEE NOTE 031 .I 45 �p II '�/� W 'Z MA1L'IOSK(ttP.) 1 1 11- __k _-5�, - I - 1 58.----1 3 g �0 z , 1 \— yr a I 1 } NN 1 1 1 LIGHTPOLE(TYP.) 1 52 SIGHT DISTANCE UNE PER J J a/ - 1 ® 50' ti l W J cIttDETAB.ST-30(TYP.l _ I N 1 r/r a p 5' PARK 5' 1 R1-1STOPSIGNn �- 1 4 -'65 r,.- I O `\ 1 1 II 11 II _!�.- _�_ - 1 p/11 �1 - _I I '� + � Cw� \ \ 1 1 ^F2, - - _ _ ^30'_ - 11 \LL 1 Q1 1 _ -;�. w -=_ I PLAN FDTAININGWALL ISEEGRIONI f I 1 I 1 is Ot"\I __T3LL- 1 W " -1 PIAN FOO ELEVATION INFORMATIONI MAIL KIOSK ITYP.I 30 _ 11 u 1 } I 1 O\g 1 to O 1-^ O o- °> __65' ENTRY MONUMENT �ENCH(TP.) j�� 52' _ I 30 _ I 1 1 4pg 1 ses, 1 1 I {i wl ?1 I 1!� _ LL - 1� - V o LL 36'1 1 }1 1 ryPIvn 1 _ 1 1 1y _ sDH� 1 Mn. }1 1l 1 \ �1,n Nw I \\\ RI -1 STOP SIGN ._ � RAS 130_ 11 11 1 �9NE1� 1 u=Ms- 1 } 1111 11 } 1^-40•_- \ I--�_)gN- I .,'Q <' 1 11 Q _ _ \ e'W CROSSPAN PER_ - ` 30'- _ 1 1 1 Mm 1 m MSP, � 'I 1 1 - _.65' \ (SEE NOMI CItt DETAIL STA 30'_ _30 ^ 1 } 1 ; 11 ,i } w l Ma,- II I Mm. 1 1 � 1} 1111 1 1-�•! 30 I 24WCURB 1 4 N Ig BLOCKS, TRACT K , 11 i ...� 3D'_ 1 1 1 1 "} l 1 1 1 _ -3D" cITrDErausrzs _- ..:26 M� 1- 1D0' y W \ °5,- 1} 1 1 oP } Ma 1 I 1 -30• Y 6 I 4D T3-'-11 1 1 _36_ pLI.E� 1 (-_-`` 1 UT1L. -^� 1 'B/1DE) • VVERT, CURB&2 GUTTER(CG) FL -FL 30 1 - HCRAMP (SEE NOTE 031 _w �^ 1 I 11 ^� NSP, I 11 I ( 1 30 - --(24' _3O' PER CRY DETAIL ST -12'p '=,1 N\ g' ESMT. 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ROAD 1_t 3 COl4•E RI -1 STOP SIGN ,,.(MSNCB __ scale Y67VERT. CURB & 2' GUTTER ICGI 1 1 3�tD 1 1 1 1 I 1 I- 30' 3/9 MOVEMENT ^1 1n = 40R - PER CITY DETAILST-12 ��S' 1_ i 1 1 1.. �6 _ - ADA PROP. R.O.'.Y. q ODt/' 1P"- 1 j 1 1.. 3° LIGHT POLEIttP.) INTERSECTION IND LEF10Ur) - Tp -563' (PER CITY DETAIL ST -121 1 HCRAMP susNRrmox: z '•✓^`P 1 Oto -7 30 6'VERT,CURB&2'GUTTERICGI _ (SEE NOTE d3) E --• ' 1 '. (} 1 1 1 _ L--� 30 X05 ^-- 1 RIGHT WRIGHT OUT ACCESS a 1 11.20.201% 1� 1 1 30 340' O PER CITY DETAIL ST -12 SO HC RAMP 1500 HC RAMP 1 ISEE NOTE 031 ^ _ ISEE RAMP _ RI ISTOP SIGN \ \ �^ (SEE NOTE 031 - HC RAI ADARAMP flISLAND 1 (PERCITYDE ILST-121 1 SEE SHEET 07 + • City of Wh6atlidge OMMUNITY DEVELOPMENT PRE -APPLICATION MEETING SUMMARY Meeting Date: August 24, 2017 Applicant: Steve Sheldon, Sheldon Development LLC Summer Clark Attending Staff. Meredith Reckert, Senior Planner Mark Westberg, Projects Supervisor Zack Wallace Mendez, Planner II Scott Cutler, Planning Technician Specific Site Location: Existing Zoning: Existing Comp. Plan: 5230-5300 Quail Street Agricultural -One (A-1) Neighborhood Existing Site Conditions: The subject property is located along Quail Street north of Ridge Road and is currently unplatted. The property currently consists of 3 lots at the north end of Quail Street. Each lot is zoned Agricultural - One (A-1), each lot is under separate ownership, and each contains a single family home. To the south at Ridge and Quail Streets is a Planned Residential Development, Quail Ridge Estates, which is subdivided to allow the construction of single-family homes. It is currently under construction by Remington Homes. To the north, east, and west are properties in the City of Arvada. The property to the west is undeveloped, and properties to the north and east consist of single-family homes. Applicant/Owner Preliminary Proposal: The applicant would like to rezone and subdivide the property to develop 46 small -lot single family homes. The preliminary site plan showed the majority of the homes with two -car garages facing the street. The property owner at 5250 Quail Street is not fully participating in the subdivision. The eastern half of the property will likely be subdivided for new development, and the western half will be retained along with the existing home and barn. The southernmost agricultural lot, 5230 Quail Street, is not part of the current proposal, but was included in previous development proposals for this site. Will a neighborhood meeting need to be held prior to application submittal? Yes, a zone change requires a neighborhood meeting. The meeting should be held only after staff can provide preliminary support for the site plan and must be held in the City of Wheat Ridge. Planning comments: The following items were discussed based on the applicant's proposal: Zoning, Use & Urban Design The current zoning on the property is Agricultural -One (A-1). The A-1 zone district provides for a residential estate living environment within a quasi -rural or agricultural setting. It allows for large lot, single family residential uses, as well as agricultural uses. The minimum lot size for a conforming A-1 lot is one acre. As such, the property will need to be rezoned in order to provide for the proposed lots. Additionally, because the property is larger than one acre, the rezoning must be to a Planned Residential Development (PRD), per Section 26-112.B.2.b. The proposed 46 units is about 7.5 dwelling units per acre (gross), which is denser than the surrounding single- and two-family neighborhoods. Quail Ridge to the south has a gross density (including streets) of 3.87 dwelling units per acre and a net density of 5.1 dwelling units per acre. The Skyline Estates development to the east has a gross density of approximately 3 units per acre, and the higher density multi -family portion of Skyline at Ridge Road is about 12 units per acre. To the west, in the City of Arvada maximum densities are established by the comprehensive plan. Part of the site (33 acres) is allowed to have up to 12 units per acre, and the other part (27.6 acres) is allowed to have up to 5 units per acre. This averages 8.8 gross units per acre. To aggregate and average this density across the site, a future developer of that land will have to complete a zone change and amendment to the comprehensive plan, which have not yet been approved by the City of Arvada. Given the existing and allowed densities in the area, staff recommended not exceeding the adjacent average of 8.8 gross dwelling units per acre. The current proposal, at 7.5 units per acre meets these recommendations. Staff noted that they could potentially be supportive of the increased density provided that high quality site design and architectural features were included. Building quality must be of high quality and amenities, such as usable open space, curb bulb -outs, and pedestrian connectivity must be included. Staff would not support designs which incorporated more street -facing garages that dominate building facades. Planned Development The purpose of a Planned Development is outlined in the city code: "...to permit the establishment of well-designed, innovative developments which may not be feasible under a standard zone district, but which may be permitted through the use of an approved development plan by assuring greater control and specificity of intended development character, use, operations and maintenance, while at the same time allowing flexibility and diversity. While the city council recognizes that planned developments may vary certain design and other requirements, the planned development process may not be used to circumvent the intent and spirit of the protections afforded by this chapter." 2 In short, the proposed development needs to provide a high quality site design and housing product, and this goal needs to be considered as the proposed density and design is revised. The city's existing codes should be used as a starting point for this development, including for setbacks, parking, landscaping, drainage, and design. The multi -family architectural standards in the Architectural and Site Design Manual (ASDM) will also be used as minimum standards for the development. Please note that a Planned Development cannot be used to circumvent zoning and development standards. There are two distinct steps in establishing a planned development. Step one is approval of an outline development plan (ODP) that establishes the planned development zoning designation, residential density, permitted uses, underlying development parameters, and general design concepts. Step two is approval of a specific development plan (SDP) to provide specific site plans, building elevations, and civil documents. The SDP and ODP are both approved at public hearings. The ODP and SDP can be processed together or back-to-back. The applicant has expressed a desire to process them concurrently. Staff recommended the ODP be done first to reduce financial risk, but will accommodate either option. The review process is further described below. Parkland Dedication All new residential development is subject to parkland dedication, based on the number of new units/residents generated. Where land is not available to dedicate, a fee in lieu is required. The fee is paid at the time the plat is recorded or prior to building permit issuance (to be determined as part of the subdivision improvement agreement). This fee is $2,497.29 per dwelling unit. Credit will be given for the two existing homes that will be removed. Subdivision A subdivision will be required in order to create new parcels. The number of proposed lots, as well as the necessary dedication of public streets, classifies this request as a major subdivision, which requires public hearings before both Planning Commission and City Council. The review process is further described below. Utility Providers The City of Wheat Ridge is not a full-service city. The utility and service providers for this property include: Arvada Fire Protection District, phone: 303-424-3012 Valley Water District, phone: 303-424-9661 Clear Creek Valley Sanitation District, phone: 303-424-4194 All land use applications will be sent out on referral to these agencies for comment; however, staff encourages potential applicants to contact service districts ahead of time. This may help to understand any design or infrastructure requirements and potential costs associated with the proposed project. Building Division comments: New construction will require building permits, and the issuance of a Certificate of Occupancy upon completion of the project, and only after passing all of the required inspections. The City has adopted and currently enforces the 2012 Edition of the International Codes and the 2014 Edition of the National Electric Code. The City uses the ANSI 117.1-2009 Standard in determining requirements related to accessibility. Public Works comments: The items below were discussed based on the applicant's proposal. Conversations in the pre - application meeting were preliminary and recommendations are subject to change based on re - submittals and new information from the applicant. Street Design Staff suggested providing bulb -outs at intersections with other streets and alleys to narrow both Quail Street and Pierson Court. Bulb -outs will more clearly indicate on -street parking areas, reduce pedestrian crossing distances, and help to slow vehicles. Circulation & Right-of-way Staff requested that streets be as connected as possible since Pierson Court will terminate at the southern portion of the site. If the parcels are successfully assembled, Staff requested that a rectangular block be created, with a street connecting Quail Street to Pierson Court. At the south end of the development, a dedication will be needed to complete W. 53rd Avenue. Quail Street and Pierson Court will be extended from the existing Quail Ridge development to W. 54th Avenue. The right-of-way dedications are subject to change based on the proposals on the Arvada side of Quail Street. Currently, the right-of-way dedication widths will be required as follows: • Quail Street: 41.5 feet (no parking on west side) • Pierson Court: 53 feet (parking allowed on both sides) The City of Arvada owns a sliver of land between the subject property and W. 54th Avenue. It has been dedicated as right-of-way for 54th Avenue. Coordination with the City of Arvada with be required regarding improvements along the south side of W. 54th Avenue. In Arvada, this street is classified as a collector and will need to be constructed to match the section to the east, including a bike lane and detached sidewalk. The section is available here on page ST -2: bqp:Harvada.org/source/28%2OStandard%2ODrawin.gs%2OStreets.pdf Wheat Ridge and Arvada staff previously suggested a meeting with the developers of this property and the property to the west. Drainage Site drainage requirements are based on the area of disturbance created by the new development. Any drainage ponds on the site will be required to be located in their own tract. More information on drainage requirements can be found in the attached notes and on the City's Civil Engineering Resources webpage. A final drainage report is required, signed and sealed by a Professional Engineer licensed in the State of Colorado. The applicant noted they were working on a shared drainage arrangement with nearby developing parcels in Arvada. This concept will need to be discussed further with Public Works staff. Review Process This request will require a zone change and a subdivision. Zone Change to Planned Residential Development) 4 Neighborhood Meeting The first step in the rezoning process is the pre -application meeting, which took place on August 24, 2017. The next step is to conduct a neighborhood meeting. The applicant is responsible for drafting a letter that will be delivered (via mail or hand delivery) to all property owners and current residents in a 600 -foot radius of the subject property. The letter must be approved by the Community Development department PRIOR to sending. The Community Development department can provide the applicant with a neighborhood meeting letter template and samples, if necessary. Additionally, the Community Development department will pull the property and resident information from the County records and provide the applicant with mailing labels. The applicant will coordinate with the Community Development department on the time and location of the neighborhood meeting. The meeting may be held in the Wheat Ridge Municipal Building Conference Room, or any other location the applicant desires. There is a $100 fee for the meeting, and an additional 50 -cent fee for each page of mailing labels provided to the applicant (average is about $243). Staff will be present at the meeting to answer any zoning, land use, and process related questions. However, the applicant will lead the meeting and inform the audience about the proposal. Existing homes within the 600 -foot radius of the subject property are almost completely within the City of Arvada, as the Quail Ridge development in Wheat Ridge has not been occupied. However, Staff has requested the meeting be held in the City of Wheat Ridge to avoid confusion about the municipality responsible for approving the project. Planned Development Application There are two steps in establishing a planned development: 1. Approval of an outline development plan (ODP), establishing the planned development zone district, permitted uses in that district, underlying development parameters, and general design concepts. 2. Approval of a specific development plan (SDP), providing specific site plans, building elevations, and civil documents. These two documents may be approved concurrently or in two subsequent applications. After the neighborhood meeting is complete, a formal complete Outline Development Plan (ODP) application may be submitted. The complete application will be assigned a case manager. The case manager will be the applicant's point of contact at the City for the duration of the ODP process. The case manager will review the application, and once all submittal requirements are met, the application will be sent out on referral to outside service agencies (X -cel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for review. The referral period is 15 days, during which time the referral agencies and departments may submit comments on the application. These comments, as well as those from the case manager, will be forwarded to the applicant. Modifications to the Outline Development Plan document may be required as a result of these comments. After all comments have been addressed, a public hearing before Planning Commission will be scheduled. A public hearing before Planning Commission will require the property to be posted. The posting period lasts 15 days and requires a sign be posted on the property. Additionally, the Community Development department will send out written notification of the hearing to all property owners within a 300 -foot radius of the subject property. During the public hearing at Planning Commission, the case manager will present the Outline Development Plan to Planning Commission, 5 and based on an established set of criteria present evidence to support a recommendation of approval, approval with conditions, or denial of the rezoning. The applicant and the public will have the opportunity to present evidence and provide testimony in support or opposition of the rezoning application. The Planning Commission will then recommend approval, approval with conditions, or denial of the rezoning. This recommendation will be forwarded to City Council for review and decision. Regardless of Planning Commission's recommendation, the Outline Development Plan application will automatically be scheduled for a public hearing before City Council. A zone change to a planned development district must be approved by ordinance by the City Council. This required two readings. The first reading of the ordinance is not a public hearing and no testimony is given regarding the case. The first reading date is solely for the purpose of publicly setting the public hearing date. The second reading of the ordinance is a public hearing. This public hearing before City Council hearing will require an additional posting period. This posting period lasts 15 consecutive days and will require a sign to be posted on the property. The Community Development Department will also mail out notification of the hearing to all property owners within 300 -feet of the subject site. At the public hearing before City Council, the case manager will present the case, and based on an established set of criteria present evidence to support a recommendation of approval, approval with conditions, or denial of the zone change. The applicant, and the public, will be allowed to present evidence and provide testimony in support of opposition of the zone change. The City Council will then make a decision of approval, approval with conditions, or denial based on the testimonies provided by staff, the applicant, and the public. If approved, the ordinance approving the zone change does not go into effect until 15 days following the final publication of the ordinance. If the Specific Development Plan will be submitted subsequent to the Outline Development Plan, the application for the Specific Development Plan will follow the same process as the Outline Development Plan. However, with the Outline Development Plan already approved, the Specific Development Plan will be decided upon by Planning Commission, and does not go forward to a City Council hearing. Subdivision The first step in the subdivision process is a pre -application meeting. After the pre -application meeting is complete, a formal application may be submitted. Applications must be submitted by appointment with a planner. Incomplete applications will not be accepted. A subdivision consisting of 5 or more lots or parcels is considered a major subdivision. A major subdivision requires two public hearings, one in front of Planning Commission, and one in front of City Council. Upon submittal of a complete application, the case manager will review the application, send it out on referral to outside service agencies (Xcel Energy, water district, fire district, etc.) and other City agencies (Public Works, Economic Development, etc.) for review. The referral period is 15 days, during which time the referral agencies and departments may submit comments on the application. These comments, as well as those from the case manager, will be forwarded to the applicant. Modifications to the subdivision plat may be required as a result of these comments. The applicant must address comments and resubmit relevant documents. This process may need to occur several times. 0 Once all comments have been addressed to the case manager's satisfaction, a public hearing before Planning Commission will be scheduled. Planning Commission will make a recommendation of approval, approval with conditions, or denial. This recommendation will be forwarded to City Council for final action. Each public hearing requires a mandated posting period, during which time the property will be posted with a sign, notice will be posted in the Wheat Ridge Transcript, and letters will be sent out to all property owners within 300 feet of the property. Once approved, a blackline mylar copy of the plat must be submitted to the City of Wheat Ridge in order to be recorded with Jefferson County Clerk and Recorder. The plat must be approved and recorded prior to the issuance of any building permits. Attachments: None Note: Please be aware that the above comments are for general information purposes only. Staff cannot predict the outcome of any land use development application. A favorable response from staff does not obligate any decision-making body (Community Development Director, Public Works Director, Planning Commission and/or City Council) to a desired outcome. Staff will provide the best advice available given existing regulations, current policy, political climate and information submitted. Phone Numbers Meredith Reckert — Senior Planner Lauren Mikulak — Planning Manager Steve Art — Economic Development Manager Scott Cutler — Planning Technician Zack Wallace Mendez — Planner II Mark Westberg — Projects Supervisor Brian Tardif — Acting Chief Building Official Dave Brossman — Development Review Engineer 303-235-2848 303-235-2845 303-235-2806 303-235-2849 303-235-2852 303-235-2863 303-235-2850 303-235-2864 City Of ]�qrWh6atf<i c PRE—APPLICATION MEETING REQUEST FORM Community Development Department 7500 West 29th Avenue • Wheat Ridge, CO 80033 • Phone (303) 235-2846 Thank you for your interest in scheduling a pre -application meeting with the City of Wheat Ridge, we look forward to reviewing your request and meeting with you. The pre -application meeting process was established to provide an opportunity for potential applicants to meet with the City of Wheat Ridge's Development Review Team to discuss development proposals and learn more about the City's technical and procedural requirements, which are often unique to each zone district, development proposal, floodplain designation, etc. Pre -application meetings are required prior to the submittal of most land use applications. The City of Wheat Ridge's Development Review Team has established two standing meeting times every Thursday for pre -application meetings: 2-3pm and 3-4pm. Once the form below and any necessary materials are submitted, you will be contacted by the Community Development Department to schedule a pre -application meeting. Meetings will be scheduled no earlier than 7 business days from the date you are contacted. However, it is not uncommon for pre - application meetings to be booked several weeks out. A $200 fee is required for a pre -application meeting. This fee is payable by cash, check, Visa or MasterCard at your scheduled meeting time. Contact Information Name Steve Sheldon, Sheldon Development, LLC Phone 949-777-9400 Email Steve@sheldongrp.com Address, City, State, Zip 901 Dove Street, Ste. 230, Newport Beach, CA 92660 (cell #949-230-7170) Additional Contact Information (if necessary) Name Summer Clark Phone 303-818-8187 Email summer2clark@gmail.com Address, City, State, Zip 5392 Quail Street, Wheat Ridge, CO 80033 Site Location (address): 5252-5392 Quail Street Relevant land use processes you are inquiring about (check one or more of the actions listed below which pertain to your meeting): O Subdivision or Lot Consolidation 13 Planned Building Group O Variance O Special/Conditional Use Permit N Planned Development O Site Plan 71 Major remodel or change of use S Rezoning O Other: At a minimum, two items are necessary to properly review your proposal prior to the pre -application meeting: a narrative and site plan. The narrative must provide enough detail to adequately describe the scope of work being proposed. It is acceptable for the site plan to be preliminary in nature; it is not required to be professionally drawn but should be scaled, labeled, and legible. The narrative and site plan will need to be submitted prior to scheduling your pre -application meeting. Please contact Tammy Odean at 303-235-2846 or todean@ci.wheatridge.co.us for any questions regarding submittal requirements. The more information you can provide regarding a project, the more productive a pre -app meeting can be. Please also consider submitting the following items if they are available: a survey or ILC of the property, subdivision sketch plan (if subdividing or platting), conceptual landscape plans, and conceptual architectural plans or examples. If you have been in contact with a Staff member prior to filling out this request please indicate their name below: Meredith Reckert, AICP Approximate date of contact: JUIy 21, 2017 Acknowledgements O I acknowledge that I must submit a narrative and preliminary site plan, and any other relevant documentation to with the Wheat Ridge Planning Division with this request formr�ior to being contacted to schedule a pre - application meeting. 0 I will submit the following information concurrently with this form (* denotes a required submittal): S Proposal Narrative* 0 Concept landscape plans S Site Plan* O Conceptual Architectural Plans/ Examples O Survey or ILC 0 Subdivision sketch plan 0 I acknowledge that there is a $200 fee for the pre -application meeting, payable by cash, Visa, MasterCard, or check payable to the `City of Wheat Ridge' at the time of my scheduled pre -application meeting. Submit You have two options for submitting this form: 1) Click the button below to submit this completed PDF via e-mail. Please attach the necessary submittal items (narrative and site plan, at a minimum) to the e-mail with this form. Meeting request forms sent without the necessary submittal requirements will be considered incomplete and will not be scheduled for a pre -application meeting. Click here to submit form via email I 2) Print and mail, or drop off, the form to: City of Wheat Ridge c/o Planning Division (Pre -Application) 7500 W. 29`h Avenue Wheat Ridge, CO 80033 To be filled out by staff: Date request received Pre -app meeting date Case Manager Date submittals rec'd Fee Received Due Diligence Complete R- 1 PROJECT NARRATIVE QUAIL RUN PLANNED DEVELOPMENT Sheldon Development, LLC proposes to rezone properties currently known as 5252 Quail Street, 5272 Quail Street, and 5392 Quail Street from Zone A-1 to a PD comprised of 46 two-story, single family detached homes. Home sites one through nine and twenty-five to forty-six will have a front door entrance off of Pierson Court or Quail Street with a backyard for private open space. Homes sites ten through twenty-four propose to have landscaped paseo between them that provides for front door access and a ground level patio for outdoor private space. The aim of the "Quail Run" project is to bring quality housing to Wheat Ridge in an effort to renew aging housing and outdated agricultural habitats, while encouraging new homeownership opportunities for urban commuters that would frequent the new RTD Gold -Line lite rail that sits less than 1,000 feet from the project's southern border. NEIGHBORHOOD HISTORY The proposed PD is not in any specific subdivision, though the Jefferson County Assessor's office calls our neighborhood: Neighborhood: 2320 Golden f a1MroUd APPLERIDGE ESTATES, STANDLEY HEIGHTS, WR GARDN Hyatt Uk4t@ardler g.V ConoaxoedWest v. _ t Apple Wdgr Eit1'•ri Ralabaw Nudge X - - A 5"tn A < • 4i a e� ai y"• - y Una Vefde Our neighborhood description is still referenced in metes and bounds originating through deeds from Anna Nelson, a believed descendent of E.G. Tost who received the initial deed to the land from the State of Colorado on May 15, 1885. Anna Nelson received deed from E.G. Tost on July 25, 1920 as follows: "The West (W.) fourteen (14) acres of the Southeast (S.E.) quarter of the Northwest (N.W.) Quarter of Section Sixteen (16), Township Three (3) South, Range Sixty-nine (69) West (W.) of the 6� P.M. subject to easements of County roads and the right-of-way of the Colorado and Southern Railway Company, together with Five(5) shares of stock in the Wannamaker Ditch Company." Page 1 of 3 Today 8.77 acres of these 14 acres are proposed for the Planned Residential Development of 32 fee simple lots containing 64 units as referenced in the attached Preliminary Plat Plan. NEIGHBORHOOD ANALYSIS The subject neighborhood sits close to the new RTD Gold Line and uniquely among residential and mixed use industrial and commercial areas within a'A mile span. REZONING The RTD -Gold Line is one of the drivers for rezoning the properties due to the area's "Ward G Line Station Vision" resulting from ten years of planning and citizen support. Current market conditions and updated planning objectives around the RTD Ward Station area within a half mile radius result in a potential TND opportunity for the land bordering west of the "Quail Run" project. Below is the "Schematic of plans for Transit -Oriented Development north of I-70" which details the desired changes for the area that positions it to be... "the premier location in the metro area for outdoor recreation focused companies and employers utilizing the concept of co -working spaces that fosters a shared working environment." (Quote from City Manager's Column, "Connections" publication from the City of Wheat Ridge, Issue 60, Fall/Winter 2016) As referenced below, Quail Run sits at a unique juncture between traditional single family housing to the east transitioning to a potential TND development to the west. The RTD Gold -Line Lite Rail Page 2 of 3 sits less than 1,000 feet to the south of Quail Run and the Ward G Line Station is just over 2,500 feet away via Ridge Road. Schematic of plans for Transit -Oriented Development north of 1-70 PUBLIC UTILITIES • Water: Quail Run will be serviced by Valley Water District. • Sewer: Normally the Fruitdale Sanitation District would service this project area, but they will refer the Quail Run project to Clear Creek Valley Sanitation. • Gas/Electric: Xcel Energy • Telecommunications: Comcast/Xfinity Page 3 of 3 W. 54TH AVENUE I E�� �i �FA—A; pol ofl "" Ioo _ X60_ pA 'I I - - V V I 9P — c P O P I _ dl ,p n P v PPI P Oy a -I - al l o I I— ,, PPS _ u -�_ �_l D i o of OI �__ I I A 4 I P P O ' I J-� I- - ---- - - - - SEWER EASIIM IT ----— --- - - -- '> �� N - I y i I I I � - I le � i Ae AA ee Ae AA AA p ti % �i = I i/ 11 fl 11 11 I , I.I a e / I of A e 1 I iRI. a oe s 1 I 1 a l v 14\ a a I e a 1 s 1 P O .t, a � P — I O 1 v 11� AA Aeul AA AA ca I - 1 1i w � — •' 1 '. F F l7 R\OGE RoAO Z a - a a W _ J N W a a ". .. _ _ .. .— "._ .. 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