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HomeMy WebLinkAbout9737 W. 32nd Avenue7500 West 29th Avenue Wheat Ridge, Colorado 80215 Telephone 303/ 235 FAX 303/235-2857 November 8, 2000 Ascent Engineering Services Mr. Dennis Beamis, P.E. 12191 Ralston Road, Suite 209 Arvada, Colorado 80004 The City of Wheat Ridge ~ -1 Re: Agplewood Preserve Proposed Subdivision - Storm Sewer Details and Specifications Dear Mr. Beamis, The Public Works Department has enclosed storm sewer details and specifications for your informarion. The following has been enclosed: 1. Pipe Trench Detail . 2. Excavation and Backfill for Shuctures Specihcarions (our supplement to CDOT Standards and Specifications for Road and Bridge Conshucrion 1999). 3. Chlverts and Sewers Specifications 4. Please note that the City of Wheat Ridge Public Works Department uses the Colm'ado Department of Transportation manhole standards. The referenced drawings for the manholes are from the C.D.O.T. standard plans book. The manhole drawings referenced aze the following: M-604-20 (sheets 1, 2 and 3). Please contact the Public Works Deparhnent if you do not have access to these standard drawings. These designs may be modified as required for this project. The Public Works Deparhnent reserves the right to review any modifications to the design for approval. As we discussed on Tuesday, November 7, 2000, we will allow prefabricated manholes and also prefabricated "clean-out boxes" within lawn areas. Specifications from the manufachuer should be submitted for approval. Please call me at 303-235-2868 if you have any questions. Sincerely, Michael Garcia Development Review Engineer cc: Bob Goebel, Public Works D'uector Greg Knudson, CiTy Engineer Meredith Reckert, Senior Planner Alan White, D'uector of Planning and Development Darin Morgan, Cluef BuIlding Official File (3) 9737w32nd_stormsewer.ltr / DEPARTMENT OF PLANNING AND DEVELOPMENT Building Permit Number : 14062 BUILDING INSPECTION LINE - 303-234-5933 CITY OF WHEAT RIDGE 7500 WEST 29TN AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) Property Owner: LOU MAR ENTITIES Praperty Address : 9737 W 321VD AVE Contractor License No. : 19638 Company : Loumar Construction NDING AND AGREEMENT I hereby certify that the setback distances proposed by this permit application are accurate, and Fq: do not violate applicable ordinances, rules or regulations of the City of Wheat Ridge or $50.00 covenants, easements or restrictions of record; that all measurements shown, and allegations $0.00 made are accurate; that I have read and agree to abide by all conditions printed on this application, and that I assume full responsibility for compliance with the Wheat Ridge Building $0.00 Code (U.B.C.) and all other applicable Wheat Rid } -r~dina'nces, for work under this permit. (OWNER)(CONTRAC70R) SIGNEq~!-,--.L~r~ - A '~T~ G_; o~,., $50.00 Date : 6/21/02 Phone: 263-0489 Phone : 863-0489 OWNER/CONT RACTOR SIGNATURE OF UNDERSTA Use: Description : REMOVAL OF GARAGE & HOUSE mo Sq. Ft. : emimmmmmm Approval: Occupancy : Walls Electrical License No : Company: Expiration Date : Approval: Roof : Stories : Residential Units : Plumbing License No : Mechanical License No : Company: Company: Expiration Date : Expiration Date : Approval: Approval: (7) This pertnit was issued. in accordance wiN the provisions set forth in yopur application and is subject to the laws of the Sta[e of Cotoredo and to the Zoning Regulations and Builtling Code of Wheat Ritlge, Coloredo or any other applicable ortlinances of the City . .(Z) This permit shall expire if (A) the work authorizetl is not commencetl within siMy (60) days from issue date or (e) the building authonzetl is suspended or abandoned for a periotl of 120 days . . (3) IF this permi[ expires, a new pertnit may be acquiretl for a fee of one-half the amount normally required, providetl no changes have been or will be matle in the original plans and specifications and any suspension or abandonment has not exceetled one (1) year. If changes are matle or if suspension or abandonment exceeds one (7) year, full fees shall be paid for a new permit. (4) No work of any manner shall be done thatwill change the natural Flow ofwater causing a tlrainage problem. (5) Con[ractor shall notify the Building Inspectortwenty-four (24) hours in advance for all inspeqions and shall receive written approval on inspeclion card before proceediin ith succes e phases of thejob. :(6) The iss c of r the approval of tlrewinqs and specifications shallnotbe consVUed to be a permit for, nor an approval of, any viola[ion of the pro s o the il n co y_.r ordinance, law, rule or regulation. . Chief Building Inspector oF wr+EqT DEPARTMENT OF PLANNING AND DEVELOPMENT ^ .p BLTII.DING INSPECTION LINE - 303-234-5933 ° CTTY OF R'HEAT RIDGE U m 7500 R'EST 29TH AVENUE WHEAT RIDGE, CO 80215 - (303-235-2855) C~~ ORADO ,y 4dPH i"U~t,~'~" p 7~~ 4~dd~~1V / Property Ownex: Properry Address: f 7 3 7 Lt/ rj ~Yoll Wv-^ Contractor License No.: Building Permit Nuinber: Date: phone : 3 U3 -.1 G3 O L/1j"9 Company: Phone: \ OF i7NDERSTANDING AND AGREEMENT I hereby certify thatthe setback distances proposed by this permit application aze accurate, md do notviolate applicable ordiuances, rules or regulafions ofthe CiTy of Wheat Ridge Or covenants, easements orrestricflons ofrecord; thatalt measurements shown, md altegations made aze accurate; that I have read md agree to abide by ail conditions printed on this applicafion md that I assume full responsibiliTy for compliance with Ihe Wheat Ridee Building Code (U.B.C) md all other applicable Wheat Ridge OCdinances, for work under - - this permit. - (ONNER)(CONIRACTOR): SIGNID DATE ' (Descriptioia: 1 CJ--„~ Q'- Construction Value:$ Permit Fee:$ Plan Review Fee:$ Use "iax:$ Total:$ l~.J BUILDING DEPARTMENT USE ONLY SIC: Sq.Ft.: ZONING COMMENTS: Approval: Zoning: BUILDING COMMENTS: Approval: PUBLIC WORKS COMMENTS: Approval: Occupancy: Walls: Roo£ Stories: Residential Units: Electrical License No: Plumbing License No: Mechanical License No: Company: Company: Company: Exp'uation Date: Expirarion Date: Expiration Date: Approvai: Approval: Approval: (1) This permit was issved i¢ accordance with the provisions set foith in your appGcafion md is anbject to fhe laws of the State of Coloiado md ro the Zoning Regulafions md Building Codes of Wlieat Ridge, Coloado or any other applicable ordinauces of the City. (2) 17us pelmit shall expire if (A) the work authorized is ¢ot commenced witltin siaty (60) days &om issue date or (B) the building auNorized is suspended or abaudoned foi a period of 120 days. (3) If dtis permit expues, a uew pe=mit may be acquired for a fee of one-halfthe amou¢t normally reqtired, provided no changes M1ave been or will 6e made in theoriginaiplans and.speci5cations md any susprnsion or abandonmenthu noteeceeded one (1) year. ifdianees have been or ifsuspensinn nr ahanAnnmenr exceeds one (1) yeaz, full fees shall be paid for a new pramit. (4) No work of any mauner shall he do¢e ihat will change the nanual flow of water causing a dcainage problem. (5) CouhzctorshallnotifytlieBuildingHvspectortweuTy-four(24)hoivsinadvanceforallinspectlonsmdshallreceivevrtittenapprovzloninspecHoncardbefbre proceedingwithsuccessivephasesofthejob. - (6) The issuance of a permit or the appmval of drawings md specificafions shall not be cousnued to be a pelmit for, nor an approval o$ any violazion of the provisions ofthe building codu or any other ordinaace, law, rule or regulation. Chief Building Inspector JUhI 21 ?CL~L 7:20P.t§ HOULDER ENVIROt4MEi;1-r`1L i'i((;r t3031 449-1175 p.2 JUN 21 3002 7:20RM PCVL.PER EN1'i^OhivE'4.RL MI,N (3031 449-11?:i p. 1 't~ . j ~ !4 f ,~C• ~ . Boulder Envirunuier_r.ai 'fiavag:,~meni, IYic. S Deer Tratl Raed, i3oalder, CO 80302 Fa n:c: (3"v3i 449-n 1 io Fnx~ ;303j dt8-1605 Junz 21, 20f! Nlf. L6lli& Yd~CO Fa.x: (3C3) 420-9621 AF: 1_aror.= is Q72'7 `..Jac~ l'J'J ii~c TT~1})F;,t ki.jo.+ ('.nlniarin llear Mr. Ficc9, Betilder rnvimnrr,enta.( Management, Ir_c,'s asbestos inspector, (:hris Ivlazon, inspeotea th: resicen:e nnd gasage Incated at 9737 West 31lU6 Ave., Wheat Ridge, Colotado on Jti;y 2000. Ali foreseeable asbestos containirig materials mquiriag abatentent prior te. demolition w•ere idznr.ined. On Iune 19, 2002, Mr, A4azon c--n.irmed 6at all asbz.tu: containiag materials mquiring abatement (-I200 squaze f'eei) were abated from the garage. A& L Abucement a licensed asbastos abatement contTactcr perf'onr.ed ;be asbestos removal. Nleasz coni3ct Bouider Envuonmzntal Manager.ient, inc uith any ques2ior.s rrt3rcinl this ietter. S'aiccrcly, A Ctnan ' t1HERk Building hispector 046501457 "A:Fbestas*Lead"Indusrria) Hygiene*Sa4 *Headth and Safety Trafuuig" MEMORANDUM I A roved Date TO: Meredith Reckert, Senior Planner CC: Bob Goebel, Public Works Director Greg Knudson, City Engineer Development Review Team Alan White, Director of Planning and Development Darin Morgan, Chief Building Official FROM: Michael Garcia, Development Review Engineer M~ DATE: May 16, 2001 SUBJECT A M-02:04 e - Proposed 10 Lot Subdivision The developer and his Engineer-of-Record have submitted an amended grading and profile sheet to the Public Works Department on May 16,2001. ThePublicWarksDepartmenthadconcernsregardingslopesthatmay exceed the Uniform Building Code (U.B.C.) requirement of33%. The amended plan reflects that there are no grades exceeding this requirement, therefore not requiring a terracing effect at this time. Please note that these grades shall be field verified by the Engineer-of-Record during construction. The grades on the individual lot permits will also be reviewed and verified with the Final Drainage Report and approved Gradin-, Plan. The Engineer-of-Record acknowled.ges that should terracing be required at any locations exceeding the U.B.C. slope requirement of33%, the Final Drainage Report shall be amended and submitted for review by the Public Works Department. Please call me at 303-235-2868 if you have any questions regarding this memo. cc: File (3) 9737w32nd_,grsdingplan. mem 7500 West 29th Avenue The Czty of Wheat Ridge, Colorado 80215 Wheat Telephone 303/ 235-2868 Ridge FAX 303/235-2857 March 14, 2001 Mr. Dennis Beamis, P.E. Ascent Engineering Services 12191 Ralston Road, Suite 209 Arvada, Colorado 80004 Oopr Re: Applewood Preserve, `~"~t Wheat Ridge, Colorado 80004 - Fourth Review ommen s o'~ inal Drainage Study, Grading & Erosion Control Plan, and 9737 W. 32nd Street Construction Plans Dear Mr. Beamis, I have completed the fourth review of the above referenced documents for the Applewood Preserve Subdivision received on February 20, 2001, and have the following comments: Drainage Study (Discussion) 1. Please include discussion regarding the required agreements from the Rocky Mountain Ditch Company, Colorado Department of Transportation (for access into their storm sewer along Kipling Street) and any easement from private property owners required to be crossed. This is to be addressed by attaching a letter of intent from the owners indicating their willingness to sign the easement/ agreements. 2. Please discuss and include the appropriate calculations analyzing the developed swale velocities and depth of flows for initial and major storms. Use dissipaters if velocity exceeds maximum permissible channel velocity. Also, please include the surface type of the swale in the discussion. 3. Please include discussion with language that states that the erosion control such as silt fences and possible straw bales located along the swales are to be maintained until the entire subdivision is built out. 4. Please discuss, in the report, details regarding the pipe from the inlet along the west property (on Lot 6) to the inlet at Iris Court. Mr. Dennis Beamis, P.E. Page 2 5. Please discuss the emergency overflow for storms greater than the 100-year, and the direction the flow will most likely take. 6. Please discuss why no inlets are required along the east side of the street. There are concerns as to the velocity generated for runoff traveling the entire street length terminating at the end of the cul-de-sac. 7. Please discuss how the runoff will be conveyed (along the north-south swales, and also along the east-west property line swales) when the properties are developed and fences are erected. 8. Please provide P.E. seal and signature on the final approved report. Drainage Plan(s) Please note that the plans for are incomplete because the proposed outfall system to Kipling Street has not been included in this submittal. Further reviews will not be done until this information is provided. 1. Provide concise cross-section details to confirm acceptable cross slopes to the existing properties. The areas to be detailed are the locations shown on the plans. 2. The inlet located at the end of the cul-de-sac is to be a C.D.O.T. Standard Type R at a minimum of five (5) feet wide. Upon reviewing this submittal, the City prefers this solution due to the effectiveness of this type of inlet at sump locations. This type of inlet does not promote clogging as easily as the Wheat Ridge Standard. Please verify the effective size of the Type R inlet. 3. Please define limits/ depth of the major storm event at the end of the cul-de-sac with the new Type R inlet. 4. Obtain signature and date from the Rocky Mountain Ditch Company, C.D.O.T. and private property owners when applicable. 5. Please include a separate swale detail to be used between lots. The swale detail shown is typical for the back of lots. The swale needed would show the property line at a different location. 6. The grading plan submitted does not reflect Lot 7 having a swale directing flows to the grated inlet. The plan reflects sheet flow occurring into the Rocky Mountain Ditch. Please clarify on plans. Mr. Dennis Beamis, P.E. Page 3 7. Please clarify the swale along Lot 6& 7 on the west side of the property. Need some form of flow control to the grated inlet along this property line. 8. Please show the locations of the design points on the drainage plan. 9. Please provide (when appropriate) P.E. stamp and signature. Please provide 2 signed and stamped sets of the drainage report and plan with the second submittal. Drainage Report (Appendix) l. Please show the calculations used to design the grass lined swales. 2. Please show the separate time of concentration for each design point. Street Construction Drawings No erosion control plans were submitted for review. No street plan and profile plans were submitted for review. No street light plan was submitted for review. No general notes sheets were submitted for review. No detail sheets were submitted for review. Subdivision Improvement Agreement Upon City Council approval of the Final Plat, a Subdivision Improvement Agreement will need to be executed by the project owner/developer. Application for Minor Dumping/Landfill Permit Prior to the commencement of any onsite grading, an Application for Dumping/Landfill Permit, along with fees due will need to be submitted for review and approval. For your information and submittal in the second review package, a copy of this permit is provided. Traffic Engineering A copy of the Iris Court construction plans has been forwarded to the City's Traffic Engineer, Mr. Steve Nguyen, P.E., 303-235-2862 for review. The following are comments by the Traffic Engineer: 1.Please include a street light plan as required. Street light design and installation will be required for this development. Mr. Dennis Beamis, P.E. Page 4 The developer will be responsible to coordinate with Public Service Company and with the City serving in a reviewing capacity. Right-of-Way Construction Permit(s)/Licensing Prior to any construction of the public improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be submitted for processing by the City. Please return all red-lined prints with the fifth submittal. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia Development Review Engineer cc: Bob Goebel, Public Works Director Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Dave Brossman, City Surveyor Alan White, Director of Planning and Development Meredith Reckert, Sr. Planner Darin Morgan, Chief Building Official File (3) 9737w32 reivew4.ltr City of Wheat Ridge Building Department 7500 W. 29th Ave. Wheat Ridge, CO 80215 (303) 235-2855 Bob- (303) 235-2850 Darin- (303) 235-2853 It has been brought to our attention that the property at t,.) ---`~rcl- Av-L may be in need of the following: ~CFence or wall permit ❑ Roofing or Siding permit ❑ Deck permit ❑ Sprinkler permit ❑ 5hed permit ❑ Sign permit ❑ Driveway or walk- way permit ❑ 6rccavation permit ❑ Demolition permit ❑ Interior/Ucterior Remodel permit ❑ Detached/Attached Garage permit ❑ Addition to residence permit ❑ ❑ Please call or stop by City Ffail within 7 days for information. Thank you. 24 11 160 City of Wheat Ridge Building Inspector Date 71J06/00 0830A UNCC Page 1 WHTROI 00001 UNCC 11/06/00 08:30 AM 0597041 NORMAL GRIO Ticket Nbr: 0597041 Original Call Date: 11/06/00 Time: 07:23 AM Op: CSS Requested For Oate: 11/08/00 Time: 07:30 AM Hrs Notice: 048 Meet: N State: CO County: JEFFERSON City: WHERT RIOGE Addr: 9737 Street: 32N❑ qVE W Grids: 03S069W27*W . . , Legal: C Type of Work: FENCE/SOIL TEST Exp.: N Location: LOC ENTIRE LOT►*• ACCESS OPEN ~ PAINT * FLAG : 3.9 ACRE Company : APPLEW0O0 BUILDING COMPANY INC Caller : DAVE SCHNEIUER Phone: (303)941-7778 Alt Cont: CELL Phone: (303)941-7778 Done For: SELF Remarks; Members :ATOW00 :ATN006 :COOTO6 :NLSN01 :PCND00 :PSN006 :UQND00 Members :USN006 :WHTR01 ~ 7500 West 29th Avenue Tlte Ctty of Wheat Ridae, Colorado 80215 yy/teCtt Telephone 303/ 235-2863 jlld; g FAX 303/235-2357 October 16, 2000 Mr. Dennis Beamis, P.E. Ascent Engineering Ser-vices 12191 Ralston Road, Suite 209 Arvada, Colorado 80004 Re: Applewood Preserve '~~~3,7'~W nk! ~MONx;Wheat Ridge, COlO'_"adO HOOOC - S2COP_CI R°V_°GV COmiriEP.tS O` F_':!di D'f'ul_T'idg2 StUul, Grading & Erosion Control P1an, Subdivision Plat & 9737 W. 32nd Street Construction Plans Dear Mr. Beamis, I have completed the second review.of the above rererenced documents for the Applewood Preserve Subdivision received on October 2, 2000, and have the following comments: Drainage Study (Discussion) 1. Please discuss the effect of the historic flows and developed flows upon adjacent properties. 2. Please discuss and include the appropriate calculations analyzing the developed street capacities and velocities. The depth, and velocity of flows for initial and major storms are to calculated. 3. Please discuss the effect of the release o° the QS and Q,,~ into the Rocky Mountain Ditch. 4. Please discuss how the street flows along W. 32°d Avenue are to be appropriately accommodated to adjacent east and west properties. 5. Please discuss the flows that will be flowing down Iris Ccurt to the end of the cul-de-sac. 6. Please provide P.E. seal and signature on the final approved report. Mr. Dennis Beamis, P.E. Page 2 Drainage Plan(s) 1. Provide concise cross-section details to confirm acceptable cross slopes to the existing properties. The areas to be detailed are the locations shown on the plans. 2. Please include a"Develoned Site Grading Plan" sneet that reflects the final grading for the proposed 1ots. The grading shall be shown as the pad elevations are to be constructed. Please include a profile oi the developed site grading plan. The profile shall be cut at the centerline of the west side lots in a south to north direction. 3. Discuss how street flows from W. 32°d are going to be appropriately accommodated. 4. Discuss if a cross-pan will be constructed at the intersection of Iris Court and W. 32°d Avenue. Please use the "Crosspan at Corner Ramp" detail enclosed if needed. 5. The curb inlets that are located within the City right-of-way shall be a City of Wheat Ridge standard inlet. The appropriate details have been enclosed. 6. Show the Q. and Qlo water surface elevations on the "grass- lined swale" detail. • 7. Please show the elevation of the pipe that outlets to the ditch on the "Outlet to Ditch Detail." 8. Please define limits/ depth of the major storm event at the end of the cul-de-sac. 9. Obtain signature and date from the Rocky Mountain Ditch Company when applicable. 10. Please provide (when appropriate) P.E. stamp and signature. Please provide 2 signed and stamped sets of the drainage report and.plan with the second submittal. Drainage Report (Appendix) 1. Please show the calculations used to design the grass lined swale. 2. Please show the calculations for the anticipated flows along W. 32 Avenue. 3. Please show the street capacity calculations. The velocities at the end of the cul-de-sac shall be shown. ; Mr. Dennis Beamis, P.E. Page 3 Street Construction Drawings 1. The plan and profile wi11 need to be extended to the middle of West 32"d Street. 2. Relevant City standard details (low impact handicap ramp detail in which the radius to the flow line is to be 20 feet, local street typical section, and sian ~ost detail have been provided for implementation into the 3~ submittal construction plans). 3. Please locate and label tne Ston Sign on the roadway plan/ profile sheet. 4. Please show limits of construction on all sheets. Subdivision Plat 1. Re: Parcels A& B: either show parcels on plat drawing, or remove Legal Descriptions for these parcels from.sheet 1. 2. Remove item 10 from the General Notes on sheet 1. 3. The total distance along the West subdivision boundary needs to equal the sum of the lot distances. 4. The Iris Court cul-de-sac'radius is 51 feet. 5. Subdivision closes and total area is good. Individual lots close and areas are good. 6. ROW Monuments need to be set at all intersection points on Iris Court. The City wi11 provide the monuments and monument boxes to be used. Subdivision Improvement Agreement Upon City Council approval of the Final Plat, a Subdivision Improvement Agreement wi11 need to be executed by the project owner/developer. Application for Minor Dumping/Landfill Permit Prior to the commencement of any onsite grading, an Application for Dumping/Landfill Permit, along with fees due will need to be submitted for review and approval. For your information and submittal in the second review package, a copy of this permit is provided. Mr. Dennis Beamis, P.E. Page 4 Tra£fic Engineering A copy of the Iris Court construction plans has been forward2d to the City's Traffic Engineer, Mr. Steve Nguyen, P.E., 303-235-2862 for review. The following are comments by the Traffic Engineer: 1.Please include a street light plan,as required. Street light design and installation wi11 be required for this development. The develoner wi11 be resoonsible to coordinate with Public Service Company and with the City s2rving in a reviewing capaczty. Right-of-Way Construction Permit(s)/Licensing Prior to any construction of the public improvements, the necessary right-of-way construction permit(s) and respective licensing will need to be submitted for processing by the City. Please return all red-lined prints with the second submittal. If you have any questions, please contact me at 303-235-2868. Sincerely, Michael Garcia „ Development Review Engineer , cc: Greg Knudson, City Engineer Steve Nguyen, Traffic Engineer Dave Brossman, Acting City Surveyor Meredith Reckert, Sr. Planner Darin Morgan, Chief Building Official File 9737w32 reivewZ.l[r The Rocky Mountain Water Company P.O. Box 507 Golden, CO 80402-0507 Phone: (303) 277-6780 - •?;Vij+j ~ September 5, 2000 ~ u~ Mr. Greg Knudson City of Wheat Ridge 75001K 29" Avenue Wheat Ridge, Colorado 80215 Dear Mr. Knudson: Thank you for meeting with Wade Isham and Ken Vaught of this office to discuss the drainage plans for the proposed development a» . ~~„~~,_....o~.~ _ As a general rule, The Rocky Mountain Water Company does not accept storm water runoff into the ditch. On occasion, if a developer can make significant improvements to the ditch, such as a storm water turnout or a financial contribution that would allow us to make future improvements, the ditc$ company has accepted the storm water inflows. We have considered accepting storm water if the rate of release into the structure was significantly less than historic dischazge. In the situation at 9737 W. 32nd Avenue, it isn't feasible to make ditch drainage improvements because we have no where practicable to discharge water into a natural stream or storm water sewer. While the proposal will retain up to the five year storm event and discharge to the ditch flows in excess of the five year event at historic rates, we don't ieei tnai tnis wauld be a significant improvement to the ditch. Some items that we think would be an improvement that would justify the ditch company taking the storm water runoff are: 1. Limit the QS from Basin A and B to zero dischazge into the ditch, and 2. change the pond design to release the Q20 at fifty percent of historic flows, and 3. the Q100 will be at less than historic inflows. or: 1. Limit the Q10 from Basin A and Basin B to zero, and 2. flows in excess of the Q10 released at less than historic rates. We would also require system design such that the detention pond will completely drain impounded storm water within 24 to 72 hours. Until the above items are addressed to our satisfaction, The Rocky Mountain Water Company will withhold its conceptual approval of the drainage plans. If we can supply more information, please call Wade Isham at 303-277-5597, or Ken Vaught at 303-277-2756. Sincerely, eil J t Gen anager C.C. Rich Urbanowski, B.R.W. Engineering Dennis Beamis, Ascent Engineering C:\data\winword\kNrtnwc\0831001mudsoadoc 2 O m ~ !DO .~T n j ~ ~0 ~ZO C 7 0 pq0 -i viz- STATE DpCUMENTARY FEE 3j. OQ AUG - 7 2000 Cb ~ - aa 3 0 ~ ^ ^ = o m ~ ~ ~ o o 9 w ° a ? _ £ r. tr' a Y s c n c _ - ~ s = ? 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R a r O W n o ~ o m 5 N ~ 5- m o R m m C r rr rt m rn 5 7 rr n o m ~c ~I N f~7 R m w s O M N N M N rt m •s. rt N O n .c O ~3 o rr ~ n M £ r* N N N lC N N O rt n rn n o ~~r o 4 tD 5 m N N N ~ rn Ui 7 ~f3 rn • n G m m w ~1 cT H N O 2 R O O 1D ~ 3' n n m ~3' u ryr2t w rn N o ~ n R Y. tn a' N ~ m o ~ m 2 M O (D O rn rr M O CY .7 O u p f0 a ~ ❑ rt o r m o ~ E N - m i N ~q X rt ID N F+ r+ RJ o N rt n rn 0 H ~ H H O 2 O h] r la 4 . y O H O R] o y ti °z H O C ~ trl t7 ~ H t~ U W J t y k N 7 a b < m ~ F N ~ ~ ~ ~ N 0 tD m 0 r+ JEFFERSOM COUHTY RECORDING SYSTEM RECEIPT k: 314902 CREATED..: 9/05/2000 11:40:37 CNSHIEk..: VJ ISSUED TO: APPLEYOOD BUILDIHG CO ~ ~ W fOk: F C 8697 CK o ~ TYVE CNARGES C ~ *CEftTIF 3.50 00 L .00 .00 ~ .00 0 If6 ~ RECEIPT TOTAL 3.5 HOY PAID: CHECK: X CNSN: SORDERe PRE-PNID-E1CCT BEG.BNL: .00 B{1L.AD7: .00 EN➢.BHL: ,00 THNHK YOU