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Home My WebLink AboutWF-94-1The City of Wheat ADMINISTRATIVE PROCESS APPLICATION ~Ridp~e Department of Planning and Development L~ 7500 West 29th Ave., Wheat Ridge, CO 80033 Phone (3031 237_tiade Applicant , 7ahn ~ Acan •_~ r,, Address SFiaS Yukon sr_ _ *.-.~.a- Phone 4 3-6036 Otaner Lester & Betty A. 2~>> Address er 6682 W. 44th P1. Phone 423-0445 Location of request Lot 12, Valley Brnnk .a,r, ,.n.,.,,,. ,,:~_._ .,,,,..,.. _ ~.,,_ _ ... Type of action requested (check one or more of the actions listed below which pertain to your request.) Change of zone or zone conditions Site development plan approval Special use permit Conditional use permit Temporary use/building permit Minor subdivision Subdivision 8 Preliminary Final ^ ** See attached procedural guide for specific requirements. Variance/Waiver Nonconforming use change Flood plain special exception interpretation of code Zone line modification Public Improvement Exception Street vacation Miscellaneous plat Solid waste landfill/ mineral extraction permit ^ Other Detailed Description of request Special Exception to build in a 100 year Flood Plain.. _ ~ s._, , List all persons and companies who hold an interest in the described real property, as owner, mortgagee, lessee, optionee, etc. NAME ADDRESS Lester & Betty A. ZP7lar c<o-, ,.,__~ .,.. __ PHONE 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 st submit power-of-attorney from the owner which approved of this action his Y}~half. Signature of Applicant CVG~ ~ ~~~~~ ~ ~ ~ ~~~2~~i ~ ~ ~,/ '7" Subscribed and sworn toj me this ~~.ti~Yday of / =n ,~~ ~, ~~,y S lg ~ / SEAL My commission expires Date Receivar~ n___a .Y RECEFTIDN N0, 93124787 8,~.~Q RECORDED IN COUNTY OF JEFFERSON STATE OF COLORADO WARRANTY DEED 8/16/93 14:3Q ,(~ THIS DEED, Made this 12TH day of AUGUST, 1993 between 6 Shirley Anne Shamy of the'~~ .County of Jefferson and Sts£e of Colorado, grantor, and Lester E. Zeller and Betty A. Zeller whose legal address ie 6682 W. 44TH PLACE, Wheat Ridge, Colorado 80033 of the County of Jefferson and State of Colorado, grantees: 1-f WITNESS that the grantor for and in consideration of the sum of THIRTY THOUSAND AND 00/100, ($30,000.00) Dollars, the receipt and su££iciency of which is hereby _ acknowledged, has granted, bargained, so i3 and conveyed, and by these presents does grant, bargain, sell, convey and confirms f~9to the grantees, their heirs and assigns forever, not in tenancy in common but in joint tenancy, all real property, together with improvements, if and, situate, lying and being is the County of Jefferson and State of Colorado, described as follows: Lot 12, Valley Brook Subdivision, County of Jefferson, State of Colorado. also known by street and number ae VACANT LAND, Wheat Ridge, Colorado 80033 TOGETHER with all and singular the hereditameats 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, is 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 grantees, their heirs and assigns forever. And the grantor, for himself, his heirs and personal representatives, does covenant, grant, bargain, and agree to and with the grantees, their heirs and assigns, that at the time of the easealing 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, is 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 general taxes for 1993 and subsequent years; except easement e, restrictions, covenant a, conditions, reservations and rights of way of record, if any; i~ $ uH2 ~^o~~2entary F~ae ~D1 p' ~ V "`'® ~~ f The grantor shall and will WARRANT AND FOREVER DEFEND the above-bargained premises in the quiet and peaceable possession of the grantees, their 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 WHEREOF the grantor has executed this deed on the date set forth above. u u M_ ~~ ~~ i V' Q Shirley.B~ine Shamy STATE OF COLORADO } , ~ ^ ~,,>~ } ss. TEi~' foregoing instrument was acknowledged before me County of Jefferson } tti9~ 12TH day of AUGUST, 1993 . x. by S}~i~,le~' ~'nne°. Shamy .; .fib yf•; . '+t ~?':~ •, ~ ~;:' ~~ Witness my hand and official seal. x "~;~ E~ ":~'•,'. i'f:' •. ~; ~}]• _, x €A,j ; ; ~, ,__ .;, M commission ex y pines AUGUST 17, 1994 ~~~ - , L . .{ ~ '+L° ~'"Ff R AFB , ~ ~ ~ ' ~~ ~~ ,.~, 0 .: OF OTARY PUBLIC ~ 215 Union Blvd. #315 No. 921A. Rev. 3-85 Lakewood, COLORADO 80228 r~i F ~ ~ ~ 9 W 37TH AVE M a n r7 O c0 M M M M o ~ p ~ iJ-- c o M ~ ~ M M M M M M ~ ~ M ~ ~ M F~ l / . N ~ ~p F M - _ ~. 11693 ~„~ 30TH AVE ~ ~: ` ` "~ ~. ~~ . ~ . .- ~ - ~~ fir' .~. ' '_I .' YV co ~ coo ~n r1 N ~ ~ ~ ~ ~ ~ ~_ _ ~~ '.' c~ o o © .o ' -------- N ~p _-~- . :-~ , ' _~-'_ 'ri.. " ~ M 7ULGj-I W 34TH AVE 338g "' ~ ~ ~ ~ 91f6 M M M 17 ,~ ---------- (O to M M ,~ ~ . ~' ~ ~! t7, n ~ ~ ~ . YrM ~ .` '. ~ ~ /' ~ ~ O ~ M M N N '- W 33RD AVE M 00 s} (~ M ~ . rJ J N M ~ M N `y' :~ M N~ M M ~_ N M ^~/M~ ~ ~ N MR-IA ~L '-- m M N W 33i2D AVE ~ ~ M `~' ~ `~' r7 N ~~ '_ ~ ^ M N U M M~ ~ cMD ^J -"-N '°O ~ N M ~ ~ ~ ~ ~ Mry 326 M ,.~ ~ ~ N ~ ND ~ 1(~'_N O N~ M T M ~ M N " 3258 `~ ~ ~ o ~° ~ rn o ~ rn ~ ~ ° ° M ~ ~R-I~ ~ ~ ~ M M --- MEMORANDUM Approved Date TO: Greg Moberg, Planner FROM: Bob Goebel, Director of Public Works DATE: March 4, 1994 SUBJECT: Lot 12 Valley Brook Subdivision Flood Plain Special Exception approx. 34th & Simms Street (south bank of Lena Gulch) Through detailed analysis required by the Floodplain Ordinance, the engineer for the applicant has determined that the construction of a house within the flood storage area of Lena Gulch at approximately 34th and Simms will increase the floodplain elevation 0.06 feet in base flood elevation (approximately 3/4 of one inch). This is determined to be insignificant to surrounding properties and does not require a floodplain map revision. That is, properties currently unaffected by the floodplain wil] remain unaffected. Therefore, I recommend approval of the special exception. The floodplain ordinance further requires that a certification by a registered engineer be made to verify the elevation of the finished floor. I recommend that this certification be made at the time forms are placed and prior to the placement of concrete. A vote to that effect .should be placed on the building permit. NOTICE OF PUBLIC HEARING Notice is hereby given of a public hearing to be held before the Wheat Ridge Board of Adjustment on March 24, 1994, at 7:30 P.M., at 7500 West 29th Avenue, Wheat Ridge, Colorado. All interested citizens are invited to speak at the public hearing or submit written comments. The following petitions shall be heard: 1. Case No. WA-94-1: An applicatioh by Louis Ficco for interpYetation and definition of 'recreational vehicle' as related to parking in a residential zone district. Said property is located at 11315 W. 38th Avenue and is legally described as follows: Lot 3, Shadow Wood Village Replat County of Jefferson, State of Colorado 2. Case No. WA-94-2: An application by John R. Perez for approval of a two foot variance to both the required five foot side and reas yard setbacks needed to allow the construction of a detached garage. Said property is located at 6885 W. 35th Avenue and is legally described as follows: The west.i12.25.feet of the east 262.25 feet o'f the south 101 feet of the NE 1/4 of the NE 1/4 of Section 26, Township 3 South, Range 69 West of the 6th Principal Meridian, except the south 25 feet thereof, County of Jefferson, State of Colorado. 3. Case No. WF-94-1: An application by Jehn & Associates, Inc. for approval of a Special Exception to build in the Lena Gulch 100-Year Flood Plain. Said property is legally described as follows: Lot 12, Valley Brook Subdivision County of Jefferson, State of Colorado Mary L u Chapla, Se retary ATTEST: Wanda Sang, City Clerk To be published: March 8, 1994 Wheat Ridge Sentinel ` P..Q. BOX 638 TELEPHONE: 303/237-6944 The City of 7500 WEST 29TH AVENUE .WHEAT RIDGE, COLORADO 80034 cWheat Ridge March 7a 1994 This is to inform you that Case No. WF-94-1 which is a request for approval of a Special Exception to build in the Lena Gulch 100-Year Flood Plain. for property located at Lot 12, Valley Brook Subdivision will be heard by the Wheat Ridge BOARD OF ADJUSTMENT in the Council Chambers of the Municipal Complex, 7H00 West 29th Avenue at 7;30 p. m. on March 24, 1994 All owners and/or their legal counsel of the parcel under consideration must be present at this hearing before the BOARD OF ADJUSTMENT. As an area resident or interested party, you have the right to attend this Public Hearing and/or submit written comments. It shall be the applicant's responsibility to notify any other persons whose presence is desired at this meeting. If you have any questions or desire to review any plans, please contact the Planning Division. Thank you. 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D- N (D n N ~ 3 m o- m f0 m y. o a I ~ ~ N m o m N n CT - y m m ~ ~ Q ~ ,~] N ~ N ' ~ A N A ~ N CITY OF WHEAT RIDGE PLANNING DIVISION STAFF REPORT T0: BOARD OF ADJUSTMENT Date Prepared: March 14. 1994 Date of Meeting: March 24, 1994 Case Manager: Greg Moberg Case No .. & Name: WF-94-1/JEHN & ASSOCIATES Action Requested: A Special Exception to build in the Lena Gulch 100-Year Flood Plain Location of Request: Approximately 34th & Simms Street Name & Address of Applicant(s): Jehn & Associates 5695 Yukon Street Arvada, CO 80002 Name & Address of Owner(s): Lester & Betty Zeller 6682 W. 44th Place Wheat Ridge, CO 80033 ----------------------------------------------------------------- Approximate Area: 10,350 square feet Present Zoning: Residential-One A Present Land Use: vacant Surrounding Zoning: S, y~, & N: Residential-One A; E: Residential-One Surrounding Land Use: ~, L, & N: Single Family Residential E• vacant ----------------------------------------------------------------- Date Published: March 8, 1994 Date to be Posted: March 10, 1994 Date Legal Notices Sent: March 10, 1994 ----------------------------------------------------------------- ENTER INTO RECORD: ( ) Comprehensive Plan (XX) Case File & Packet Materials (XX) Zoning Ordinance (XX) Exhibits ( ) Subdivision Regulations ( ) Other ----------------------------------------------------------------- JURISDICTION• The property is within the City of Wheat Ridge, and all notification and posting requirements have been met, therefore there is jurisdiction to hear this case. BOARD OF ADJUSTMENT STAFF REPORT CASE NO. WF-94-1 Page 2 I. REQUEST The applicant is requesting approval of a Class II Special Exception to allow the construction of a single family residence located within the Lena Gulch 100-year floodplain. The subject site is located at approximately 3435 Simms Street and is currently zoned Residential-One A. The proposed residence will be approximately 2668 square feet and will meet all other requirements set forth under Section 26-11(F). As per the Flood Insurance Rate Map, the property is located within the Clear Creek 100-year floodplain. Referrals were sent to Bob Goebel, Director of Public Works and Mr. Bill DeGroot of Urban Drainage and Flood Control. It is the opinion of Mr. Goebel that the statements made by David Moore of Jehn & Associates, Inc., (a portion of the study is attached) are in accordance with the Floodplain Ordinance and therefore, recommend approval of the Special Exception to build in the 100-year floodplain. This recommendation is subject to the following condition: 1. Certification of the elevation of the finished floor be done by a registered engineer at the time foundation forms are put in place prior to placement of concrete. II. CONCLUSIONS AND RECOMMENDATIONS It is Staff's conclusion that construction of the proposed addition would have very little effect on the existing floodplain and that all other requirements of the Floodplain Ordinance have been met. Therefore a recommendation of APPROVAL is given for Case No. WF-94-1 subject to the following condition: 1. Certification of the elevation of the finished floor be done by a registered engineer at the time foundation forms are put in place prior to placement of concrete. w:./sue/LG_::i3 °'-3'3U3 n58 7~i3 TT'.3i.1\' 'il_d_":=';df_i~:; -r-r-> {1~.3i^'AT RIDG.x. ~CUr ~`'~ F~~ UR73AN DItATNA~E t>sl~ FLOOD COOL DISTRICT ~ ' ~~ "' 2480 W. 25th Avemie, Suite I56S, Dearoer, CCt 80211 4x,~ ~ Tel: (303) 455-6~.TT ~ FAX: (303) 455-7886 y~ ~~ !~q . Y~~y FAX TRA.NSMITFt?~T.ILEt"E'.El;- ; To: Con 'Date:.. v2.~-~~ . FAXNimmber: ,~.~ ~ •S~i~y TeIephoneNumlx~: 023 J oZ SSA From: Number of pages haasmdted ~ inch~dmg this ) - To be foIIowed b9 original is the mail: ^ Yes C~'FIo ^ 1~ _ . _~ _r{- FF~\ _,~L _ Y^ His...-~ A'_ ~. .C.~IA P~J..I ~l ~ ~/.L~Y _ i ~. ~ur~e.K~ S~~~uS ~fa.~e ,yam riece;v~( I`&uEs~ nn;a~ r/n,-.rtnn- ~ .3//o SA7eKP w/Vou eK o~rr.e .. lit c%ete~ WHEAT RIDGE BOARD OF ADJUSTMENT MINUTES OF MEETING: Aprfl 28, 1994 Page 2 2. APPROVE THE ORDER OF THE AGENDA. Motion was made by Board Member BERNHART, seconded by Board Member CLARK, that the agenda be approved as printed. Motion carried 5-0. _ 3. PUBLIC FORUM (This is the time for anyone to speak on any subject not appearing on the agenda.) No one came forward to speak. 4. PUBLIC HEARING __ _:~ o.... F-~#-1":` An application by Jehn & Associates, Inc. for approval of a Special Exception to build in the Lena Gulch 100-Year Flood Plain. Greg Moberg presented the staff report. All pertinent documents were entered into record, which Chairman ROSSILLOId accepted. Chairman ROSSILLON asked Mr. Moberg to review the flood plain rules and wanted to know if the floor has to be built 1 foot above in the 100-Year flood plain, and Mr. Moberg replied yes, and added the other requirements deal more with what this structure will do to the flood plain in terms of raising the flood plain elevation. Any work done in a crawl space would have to be flood proofed. Public Works and Urban Drainage ensures that all requirements are met, but construction, setbacks, height, and lot coverage are all handled by the building code and has nothing to do with the flood plain. Board Member ABBOTT asked i£ the reason this doesn't come up in the insurance rate is because the property is in the flood storage area instead of the flood way. Mr. Moberg answered the City gets audited every year by Urban Drainage and FEMA to make sure we are complying with our ordinance. The fact the applicant is coming to the Board and asking for a Special Exception means we are complying with those regulations, and this in no means hurts our rating. Board Member BERNHART asked what the outcome was on a previous similar case and Mr. Moberg replied that case was for 'approval to build outside of the flood plain., No further questions were asked of staff. The applicants, Lester and Betty Zeiler, 6682 W. 44th Place, were sworn in. Mr. Zeller stated they bought the lot to build a home on and did not know the lot was in the flood plain. They have owned the lot for about a year, however they might. go ahead and sell it. WHEAT RIDGE BOARD OF ADJUSTMENT MINUTES OF MEETING: April 28, 1994 Page 4 Mr. Moore said the ordinance reads you cannot build in the floodway, but with special exception can build in the flood plain. This property is not in the floodway district, but if all construction is i.n accordance there should not be a problem. Board Member ABBOTT said with the question being raised regarding the structure having a damming effect on this lot and the flood waters are being constricted and excelerating around the proposed structure, from an engineering standpoint, how would you address that concern. Mr. Moore said ,they are out side of the floodway, which means its a storage area and the water backs up. The velocity is a couple feet per second, so basically the waters back up and move real slow, but there will not be a damming effect.- Board Member BERNHART wanted to know if this was the typical report given by Urban Drainage and Flood Control, and Mr. Moberg said this report was faxed quickly; a more formal letter will be follow. No further questions were asked. Motion was made by Board Member ABBOTT that Case No. WF-94- 1, an application by Jehn and Associates, be APPROVED for the following reasons: 1. Lot 12 of Valley Sub is located in the flood storage district and not in the floodway district. Building is permitted in the flood storage district with approval from the City of Wheat Ridge Board of Adjustment. 2. A letter of no objection was submitted from Mr. Kevin Stuart of Urban Drainage and Flood Control District. WITH THE FOLLOWING CONDITIONS: 1. Construction on the_lot must be 1 foot above the base flood elevation and construction must be in conformance with Section 26-206 of the City of Wheat Ridge Flood Plain Zoning Ordinance. 2. Certification of elevation of the finished floor must be done by a registered engineer at the time the foundation forms are put in place and. prior to placement of concrete. 3. No basement construction will be allowed. 4. A footprint of any structure built using the benefit of the Special Exception will have to match or be smaller than the plot plan. submitted as part of this request. 5. The lot must be graded to an engineered standard to provide for low velocity diversion of flood water away from the lot immediately to the south.' WHEAT RIDGE BOARD OF ADJUSTMENT MINUTES OF MEETING: April 28, 1994 Page 5 Motion was seconded by Board Member HOVLAND and carried 5-0 Resolution attached. B. Case No. TUP-94-1; An application by Bruce Kupfer for approval of a Temporary Use Permit to allow retail sales and storage on property zoned Agricultural-One. Said property is located at-4590 Kipling Street. Greg Moberg presented the staff report. All pertinent documents were entered into record, which Chairman ROSSILLON accepted. Chairman ROSSILLON asked staff to explain the statement about not supporting the rezoning, and Mr. Moberg answered that staff is not requiring them to go through a rezoning because most of this entire area is vacant. It is staff's contention; and based. on the Comprehensive Plan, that at some point this entire area will be developed under one development. Staff would rather keep improvements to a minimum because if and when the entire property is developed, there will be no problems with this middle property being incorporated into that, and there could be if a lot of improvements are: done on this site. Chairman ROSSILLON asked if the applicant had been made aware of this because it looks like he has done a iot of improvements, and Mr. Moberg answered he is aware that this iS a Temporary Use Permit.' No further questions were asked of staff. The applicant, Bruce Kupfer, 8811 W. 38th Avenue and Tom Mallinson, 4065 Otis Street, were sworn in. Mr. Kupfer said ., he has lived in Wheat Ridge for 10 years and has had a °- business here for about a year and a half. He would like to continue to run his business in Wheat Ridge, and that is why the proposal on Kipling. They do about a million dollars worth of tax revenue for the City and feels this is one good reason this should be approved. Mr. Mallinson said they originally talked to the City about the rezoning process and he thought the long term use would be the best. However, because of the Comprehensive Plan and Kipling Activity Center, staff would not approve that, so at least we thought if a temporary use would allow a centralization of the business. Mr. Mallinson said the picture (slide) of the house makes it look much better than it actually does. He said they would only ask that the proposal for road base be a little less expensive as we might only be there for a 12 month period and we want to spend more money on the building itself. The storage will all be interior-and we will leave as much of PUBLIC HEARING SPEAKERS' LIST WF-94-1 DATE: April 28, 1994 CASE N0: --_ - REQUEST: ~ application by Jehn & Associates, Inc. for approval of a Special Exception to build in the Lena Gulch 100-Year Flood Plain. Property is located approximately 34th & Simms Street. Position On Request; -.. ' - i ~ ~ i ~ .~ , _ ~ i ~ I i ~ ~ ,. .. ~ - i i i i ~ ~ i i ~ ~ i ~ ~ ~ ~ - .. ~ -. _ - i OF RESOLUTSON I, Mary Lou Chapla, Secretary to the City of Wheat Ridge Board of Adjustment, do hereby certify that the following Resolution was duly adopted in the City of Wheat Ridge, County of Jefferson, State of Colorado, on the 28th day of April 1994. CASE NO: WF-94-1 APPLICANT'S NAME: Jehn and Associates LOCATION: Approximately 34th & Simms Street Upon motion by Board Member ABBOTT seconded by Board Member HOVLAND the following Resolution waS_stated. WHEREAS, the applicant was denied permission by an Administrative Officer; and WHEREAS, Board of Adjustment Application, Case No. WF-94-1 is an appeal .to this Board from the decision of an Administrative Officer; and WHEREAS; the property has been posted the required 15 days by law and there WERE protests registered against it; and WHEREAS; the relief applied for MAY be granted without detriment to the public welfare and without substantially impairing the intent and purpose of the regulations governing the City of Wheat Ridge. NOW, THEREFORE, BE IT RESOLVED that Board of Adjustment Application Case No. WF-94-1 be and hereby .is APPROVED. TYPE OF.VARIANCE: Special Exception to build in the Lena Gulch 100-Year Flood Plain PURPOSE: To construct a single-family home FOR THE FOLLOWING REASONS: 1. Lot 12 of Valley Sub is located in the flood storage district and not in the floodway district. Building is permitted in the flood storage district with approval from the City of Wheat Ridge Board of°Adjustment. 2. A letter of no objection was submitted from Mr. Kevin Stuart of Urban Drainage and Flood Control District. WITH THE FOLLOWING CONDITIONS: 1. Construction on the lot must be 1 £oot above the base flood elevation and construction mpst be in conformance with Section 26-206 of the City of Wheat Ridge Flood Plain Zoning Ordinance. CASE N0. WF-94-1/RESOLUTION Page 2 2. Certification of elevation of the finished floor must be done by a registered engineer at the time the foundation forms are put in place and prior to placement of concrete. 3. No basement construction will be allowed. 4. A footprint of any structure built using the benefit of the Special Exception will have to match or be smaller than the plot plan submitted as part of this request. 5. The lot must .be graded to an engineered standard to provide for low velocity diversion of flood water away from the lot immediately to the south. VOTE: YES: Abbott, Bernhart, Clark, Hovland and Rossillon NO: None DISPOSITION: Special Exception granted by a vote of 5-0. DATED this 28th day of April, 1994. ~~.rv~rin~ .~.~~ ~ 1, EDWIN ROSSILLON, Acting Chairman Mar L u Chapla, Se\ Board of Adjustment Board o Adjustment 04/28/94 1x:29 cJ"s03 4S5 7880 URBAN DRAINAGE -.-~-. WHEAT RIDGE ~q~~~ '~ vRBArr n~rA~ Area goon corrrxoL n~cr ~ 245U~V. 26tixAve~ Spite 1568, Denver CU 802II. g ~ Tel: (303) 453~i277 • FA7C: (303) 455-7580 ~~Sbn . >.~~y~` FAX TRAN~SMITTAIII~Z'TER . ~o0x To: , . ~, D a FAXI~iumber. ` ° o~ ~ Telephone Number. From: k.~vty ..~ ~ p E: ~ ,~ • . . l 1 ^ ~//~WC{/' ~ ~,r/~ r ~, !M 1CelT M4i!t@/•r ~OPQ fSl4/J'1 / /4~[9~e+.`R 6~[~ • /i/O qi'R i'k Y / / ~ Nwzlbei' ofpages haasmmed (not inrtadmg this st~#) ~ ~ . To be foIIomed by ori~ in the ma.~: Q Yes ~No '• l e : ._ L`~//E//r ~i~os-e.~~. ~e.~saaa~ ,~,Gv/c~t F/ ae~ 1 /RM ~ J~ a P'S. ~! ~e /C ~'{O U? J yO K sLVe Ct..i. 'upJ~/, AN yteecC •~ ~,c.-e~clr~..h4 f /e1~e.r• '/y' . ~-a•^ yeu!'' -~L~es , . Jehn & Associates, Inc. • Professional Engineers and Surveyors FLOOD PLAIN STUDY LENA GULCH AT SIMMS STREET CITY OF WHEAT RIDGE, COLORADO PREPARED FOR: CITY OF WHEAT RIDGE BOARD OF ADJUSTMENT FOR LOT 12 VALLEY BROOK SUBDIVISION OWNERS: LESTER & BETTY A. ZELLER 6682 WEST 44TH PLACE WHEAT RIDGE, CO 80033 PREPARED BY: JEHN & ASSOCIATES, INC. 5695 YURON STREET, SUITE C ARVADA, COLORADO 80002 ~M~ DATE: MARCH 18, 1994 ~~~p.fld ;'~'?C 22495 ~ j ~'~:~ ~ \A • °( a ~ ~0 i ~ 4y~$ ,y,y~h~r~r s `+i 5695 Yukon Street • Suite C • Arvada, Colorado 80002 • (303) 423-6036 • Fax (303) 467-9438 TABLE OF CONTENTS PURPOSE PREVIOUS STUDIES METHODOLOGY FLOOD STUDY MODELING AND RESULTS CONCLUSIONS SUMMARY SUMMARY PRINT OUT TABLE LOCATION MAP FEMA MAP BOSS HEC-2 COMPUTER RUNS CROSS SECTIONS WATER SURFACE PROFILES • RIVER CHANNEL PLOTS PLOT PLAN & FLOOD PLAIN CERTIFICATION. CROSS SECTION PLAN AND FLOODWAY PLAN WRIGHT-McLAUGLIN HEC-2 COMPUTER RUNS URBAN DRAINAGE & FLOOD CONTROL DISTRICT SHEET 7 OF 21 OF LENA GULCH MASTER PLAN CITY OF WHEAT RIDGE ADMINISTRATIVE PROCESS APPLICATION CITY OF WHEAT RIDGE ARTICLE II. -FLOOD PLAIN-ZONING • PiJRPOSE' The purpose of this report is to determine the existing 100- year flood plain elevations and floodway area for Lot 12 of Valley Brook Subdivision located at 34th and Simms on the Lena Gulch drainageway in the City of Wheat Ridge, Colorado. This report is required for submission to the City of Wheat Ridge Board of Adjustment to obtain a special exception to build in a 100-year flood plain. P12EVIQUS STUDIES' In 1975 the Urban Drainage and Flood Control District for the cities of Golden, Lakewood, and Wheat Ridge commissioned Wright-McLaughlin Engineers to conduct a master planning drainage study for Lena Gulch. Preliminary and conceptual drawings were produced and HEC-2 flood studies were produced. The existing topography, HEC-2 runs, and flood flows were utilized in this flood study. METHODOLOGY' Lot topography for Lot 12 of Valley Brook Subdivision was • obtained and derived from a bench mark provided by the City of Wheat Ridge being the top of a brass cap at Section corner in range box at 32nd and Simms with an elevation of 5451.658. This bench mark was confirmed by the City of Wheat Ridge as being on the same datum as the FEMA datum and the datum used for the preliminary plans and flood study performed by Wright- McLaughlin Engineers. Flood plain elevations for lot 12 were computed by the Army Corps of Engineers Hydrologic Engineering Model HEC-2 as manufactured by the Boss Corporation. The computer model was calibrated using the Wright-McLaughlin HEC-2 runs utilizing their cross-section locations and water surface elevations. The cross-sections were calibrated and the water surface elevations coincided with the Wright-McLaughlin elevations within several tenths of afoot. A section through lot 12 was then input to allow the 100-year water surface elevation for a flow of 2450 cfs to be found. Initially, the floodway for this reach of the Lena Gulch Waterway was calculated using Encroachment Method 5 in the HEC-2 model and specifying an equal conveyance for both sides of the channel and a maximum rise of 1.0 feet from the original 100-year water surface elevation. The encroachment stations were then refined using Encroachment Method 1. When • the one foot rise was reached the floodway was defined. FOOD STUDY MODELII~iG AND RESULTS • The flood plain study was modeled at 100 year flood flow of 2450 cfs. Cross sections were duplicated from the Wright McLaughlin Study except a section was taken through the Zeller residential lot. The 100 year flood elevation based upon existing conditions on the Zeller lot was found to be 5431.39. A floodway analysis, as previously described was performed and the floodway was found to be approximately 140' wide at the section through lot 12. The encroachment station for this section nearest lot 12 is approximately 130' from the channel, while the property line for lot 12 is approximately 150' from the channel. Therefore lot 12 is -in the flood storage district and is not in the floodway district, allowing construction on this lot if a special exception to build in a floodplain is approved by the Wheat Ridge Board of Adjustment. The rules and restrictions of Section 26-206 of the City of Wheat Ridge Flood Plain Zoning entitled "Flood Storage District" apply to construction on this lot. Please see the appendix of this report for Section 26-206 .rules and regulations. • CONCLUSIONS/SUMMARY Lot 12 of Valley Brook Subdivision is located in the Flood Storage District and not in the Floodway District. Building is permitted in the Flood Storage District with approval from the City of Wheat Ridge Board of Adjustments. The finished floor of any constructed building on the lot, if approved by the Board of Adjustments, must be one foot above the base flood elevation of 5431.39 or 5432.39. Construction must be in conformance with Section 26-206 of the City of Wheat Ridge Flood Plain Zoning Ordinance. The following summary print-out table lists the flood plain and floodway elevations for the cross-sections from the Wright-McLaughlin Study and the cross-section through the Zeller's lot. HEC-2 .runs for the flood plain and floodway study are enclosed herein for review. • B]SS REC-2 version 3.10 PROJECT TITLE : ZELLER EOUSE FLOOD STUDY PRDTECT NULC3ER :442-93-269 PAGE 13 3/15/1994 seEC1AL t4YfE . an asterisk (~) to the left of the cross-section mx~6er indicates a special note is prose¢ in the SUIDIARY DF WARRING AtUI STATUS NBSSACFS sectim. SN4UlRY PRINTOi1T TABLE 150 : 2ELLER ROUSE FLDOD STUDY LENA GOLCH FLOOD STDDY @ 571448 STRBBT 442-93-269 Cross- Channel Top of 11ax. Lox Hinimm Discharge Ca~uted Critical P,¢ergy Bnergy Chancel Cross- IDdex q Sectiop Aeach Roadxay Chord C. S. Flox W. W. S. Gradrent Cradrent Nean Flax Section fU.01 x Nimber ¢ th (6~levatron (Eflflevation (E~~~l~~ev~atiac Elevatio¢ Elevation Elevation Slope Yeloclty Area Convey.) SECDD ft ELTRD L) ELLC~L) KLlI1N L) fcfs) ft ~L) Ift PSL) (ft WSL) lOx0~000 ff~t/s) fsa ft) .Oix 460.000 .OD .OD .00 5416.00 q 2450.00 5422.42 CRI54WS22.38 5422.87 51.42 Y AREA 460.000 .00 .00 .00 5416.00 2450.00 5423.42 .00 5423.52 9.62 '+ 1068.000 608.00 .00 .00 5422.00 2450.00 5421.51 5427.51 5428.01 106.52 x 1068.000 608.00 .00 .OD 5422.00 2450.00 5427.86 5427.86 5428.79 123.77 ~ 1237.000 169.00 .00 .00 5426.00 2450.00 5430.33 5430.33 5430.92 69.05 x 1237.000 169.00 .00 .00 5426.00 2450.00 5430.34 5430.34 5431.53 ll0.07 +~ 1267.000 60.00 .OD .00 5426.00 2450.00 5431.39 5431.39 5432.01 78.13 x 1287.000 60.00 .00 .00 5426.00 2450.00 5431.71 5431.77 5432.88 98.90 R 1917.000 690.00 .00 .00 5434.00 2450.00 5437.21 5437.21 5437.77 86.82 1917.000 690.00 .00 .00 5434.00 2450.00 5437.76 .00 5438.54 11.14 SULOIARY PRINTOUT TABLE 150 : ZELLER fN)VSE FLOOD STWY -- -LENA GULCH FLOOD STUDY @ SIIDLS STABeT Conn 442-93-2p6e9 per R~mber¢ (F(efs~e rErftvHSLjn P(mfllerv rDSr~1t1icnrv (Hrf{W/Carp (T(fp~~Width ~thl . SECNO _ Q ~- LWSEL DI~SP - DIF5ISX - DIF~ lOP4tID 460.000 2450.00 5422.42 .00 .00 .OD 652.49 .00 460.000 2450.00 5423.42 1.00 .00 1.00 500.29 .00 • 1068.000 2450.00 5427.57 .00 5.15 .00 579.80 606.00 6.72 572.97 341.68 3.29 1005.87 189.84 7.58 525.21 231.38 8.61 321.29 220.22 7.12 542.34 294.83 9.78 318.66 233.52 8.13 547.08 211.11 9.61 343.32 246.36 7.39 444.86 262.94 1.49 346.94 290.48 C~ BOSS NEC-2 version 3.10 PROJECT TITLE ZELLER HOUSE FLOOD STORY PROJECT NODBER : 442-93-269 PAGB 14 3/15/I994 Cross- Discharge Compputed ev Water Channel W.S. Bl ev W.S. Elev W.S. B l N~ rn F U pp ee t i r S t t ion p e x T pf W dth L R e HSLjn f Bft ~ l le f c 1 l ftl/COnp ft~ c s} ~ ~ ( ` ( ` ( ( ( ( 1 ( ' SECNO SEL DIFWSP DIFWS% POPWID XLCH I~IFRWS * 1068.000 2450.00 5427.86 .29 4.44 .29 160.00 608.00 * 1237.000 2450.00 5430.33 .00 2.76 .00 398.89 169.00 * 1237.000 2950.00 5430.34 .O1 2.48 .O1 140.00 169.00 * 1287.000 2450.00 5431.39 .00 1.06 .00 436.03 60.00 * 1287.000 2450.00 5431.77 .38 1.43 .38 140.00 60.00 * 1977.000 2450.00 5437.21 .00 5.82 .00 409.96 690.00 1977.000 2450.00 5437.76 .55 5.99 .55 140.00. 690.00 SONNARY OF WARNING AND STATOS HESSAGES Section 1068, profile 1, critical depth assumed. Section 1068, profile 1, minimum specific energy. Section 1068, profile 2, critical depth assaned. Section 1068, profile 2, probable minimun specific energy. Section 1068, profile 2, 20 trials attempted to balance water surface elevation. • Section 1237, profile 1, critical depth assumed. . Section 1237, profile 1, probable ninimum specific energy. Section 1237, profile 1, 20 trials attempted to balance water surface elevation. Section 1237, profile 2, critical depth assumed. Section 1237, profile 2, minimum specific energy. Section 1287, profile 1, critical depth assumed. Section 1287, profile i, probable ninimun specific energy. Section 1287, profile 1, 20 trials attempted to balance water surface elevation. Section 1287, profile 2, critical depth assumed. Section 1287, profile 2, probable minimun specific energy. r 1 U .; w,~-F ~ j ..~. LNG HULS ~ IRY CLU®~~ ~VA7Ef o+ ' ~1b~r awrQ +oK CAMP GEORGE.WESi ~t Mf~ ; .un~~ - ~t~ ~ mow.. ~ d. , .r...'. Y i4:: ~f.Fn'AY q _ _ I r :t: _ .~ m1 ,.~ ~~ [ ^~o anti RiosE . :>~ y' r4 Abunl OIAN~•^ ' Gwlwry "~I 1 /IPP[[k1%l1W f+w r ~ a, ' •an1~~ +. w as ivw w .~v y„ J^` nRw ~ p M Y /pipiiT IeM w JiFawn ~b w + a.., ~F '~ ~i[ rr w x'44 w 5 i ~6.^ w ntl a wuo i ~ i •- ` '~ ~~'~- ~ ~ h idJal I `,yff ~ t ~ '...fir (nwa 1 7 .: ~,~. D I I vn 1 ^.. ~~ Z Z ~-' m n "' j ; 3 s O~ '15S9N17d 13SNH01' l // (f Z m ~~, ~ n>I W ° 0 = N M s ~ x v6 '15 337 a F L-m '1S SIM37 ~ '" W a 3' ':N. ~. I ~~. ~ }.. ~` ~~ ~z_ r a W z "' V V r. 3 ~ W a m U ~ Q ~ "' W w ~ Z C - N r ~ ~~ \ / t~ L C Il n (^--L~ l U 1 m z Z N iV NYIA In UVO!! UHtlM O S h91tlM '1S 1H91HM °i5 iH9IxMa ~^ ^ ~ ^ -r ___ v J ~ ~ ( C.J ~ r ~ ~ _ , ~ MM W O ~ 5~ ~_ I 4~ } V BOSS HEC-2 version 3.10 PAGE 1 PROJECT TITLE ZELLER HOUSE FLOOD STUDY PROJECT NDMBER : 442-93-269 3/15/1994 • BOSS==HEC-2(tm) Copyright (C) 1988-92 Boss Corporation All Rights Reserved Version : 3.10 Serial Number :0020506.250 Licensed to Jehn and Associates PROGRAM ORIGIN Boss Hec-2 (tm) is an enhanced version of the U.S. Army Corps of Engineers Hydrologic Engineering Center HEC-2 progran for water-surface profile computa ions. Program based upon the September 1990 version, updated on August 1991. DISCLAIMII2 Boss Hec-2 (tm} is a complex program which requires engineering expertise to use correctly. Boss Co{poration assumes absolutely,no responsibility for the correct use of this program. All results obtained should be carefully examined by an experienced professional engineer to determine if they are reasonable and accurate. Although Boss Corporation has endeavored to make Boss Hec-2 error free, . the pro~ram is not and cannot be certified as infallible. Therefore Boss Corpora ion makes no warranty, either implicit or explicit, as to t{~e correct performance or accuracy of this software. In no event shall Boss Corporation be liable to anyone for special collateral incidental, or consequential damages in connection witfi or arising out of purchase or use of this software. The sole and exclusive liability to Boss Corporation, regardless of the form of action, shall not exceed the purchase price of this software. PROJECT DESCRIPTION PROJECT TITLE PROJECT NIIMBER DESCRIPTION ENGINEER DATE OF RDN TIME OF RUN ZELLER HOIISE FLOOD STUDY 442-93-269 LENA GULCH FLOOD STUDY @ SIKHS STREET DAVID E. NOORE, P.E., JEHN 6 ASSOCS. 3/15/1994 2:47 pm • • • BOSS HEC-2 version 3.10 PROJECT TITLE :ZELLER HORSE FLOOD STORY PROJECT NOFtBER : 442-93-269 PAGE 2 3/15/1994 T1 442-93-269 T2 ZELLBR HORSE FLOOD STORY T3 LENA GOLCH FLOOD STORY @ SI14MS STREET T4 LENA GOLCH 100 YEAR FLOODPLAIN FOR LOT 1 2 VALLEY BROOK SOBDIVISION T4 ANALYZED AT 2450 CFS JOB PARAMETERS J1 ICHECK INQ NINV IDIR STRT METRIC HVINS Q WSEL 0 2 0 0 0.0 0 0.0 2450.0 5422.42 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIM 1 1 -1.0 0.0 0.0 0.0 0.0 -6.0 0.0 BT 0.03 0.035 0.045 0.1 0.3 8003 7.1 9.1 175.66 675.95 8003 X1 460 9 590.0 630.0 0.0 0.0 0.0 0 0 GR 5424.0 0.0 5422.0 110.0 5422.0 540.0 5420.0 . 590 0 GR 5416.0 620.0 5420.0 630.0 5422.0 710.0 5424.0 . 850.0 NC 0.03 0.035 0.045 0.0 0.0 ET 8004 7.1 9.1 320.0 480.0 8004 X1 1068 10 402.0 428.0 570.0 622.0 608.0 0 0 GR 5424.0 418.0 5426.0 428.0 5428.0 760.0 5430.0 . 900.0 NC 0.04 0.05 0.035 0.0 0.0 ET8005 7.1 9.1 310.0 450.0 8005 GR 543430 010 5432.0 166.0 5430.0 296.0 5430.0 300 0 GR 5428.0 344.0 5426.0 350.0 5426.0 367.0 5428.0 . 390 0 GR 5432.0 820.0 5434.0 922.0 . NC 0.04 0.05 0.035 0.0 0.0 ET ZELLER LOT 7.1 9.1 400.0 540.0 ZELLER LOT X1 1287 15 400.0 450.0 50.0 70.0 60.0 0 0 GR 5436.0 0.0 5434.0 50.0 5432.0 270.0 5430.0 . 385.0 FQ ITRACE 15 0.0 0 0.0 5416.0 610 0.0 0 0.0 4 5 32.0 1055 0.0 0 0 543 .0- 334 5430.0 645 0.0 0 0.0 5430.0 392 i• BOSS HEC-2 version 3.10 PROJECT TITLE ZELLER HOUSE FLOOD STUDY PROJECT NONBER : 442-93-269 GR 5430.0 400.0 5428.0 402.0 5426.0 GR 5430.0 450.0 5430.0 b00.0 5432.0 NC 0.03 0.03 0.035 0.0 0.0 ET 7.1 9.1 8006 8006 X1 1977 12 178.0 235.0 700.0 X3 0 0.0 0.0 0.0 0.0 GR 5444.0 0.0 5442.0 20.0 5440.0 GR 5434.0 190.0 5434.0 202.0 5435.5 GR 5440.0 812.0 5442.0 945.0 STATUS: Analyzing profile 1. Contraction Coefficient (CCHV) Expansion Coefficient (CEHO) STATOS: Analyzing cross-section reach 460.000. • PAGE 3 3/15/1994 415.0 5428.0 420 940.0 5436.0 1087 320.0 0.0 0 405.0 5426.0 804.0 5434.0 180.0 650.0 690.0 0.0 0.0 0.0 0.0 0:0 0.0 46.0 5438.0 78.0 5436.0 235.0 ..5436.0 336.0 5438.0 .100 .300 654 I I • • BOSS HEC-2 version 3.10 PAGE 4 PROJECT TITLE ZELLER HOOSE FLOOD STODY PROJECT NOMBER : 442-93-269 3/15/1994 8003 Cross Left Channel Right Flow Water Critical Enown Section Overbank Manning Overbank Depth Surface W. S. W. S. Number Manning n Manning Elevation Elevation Elevation SECNO XNL XNCH XNR DEPTH CWSEL CRIWS WSELE (ft) (ft MSL) (ft MSL) (ft MSL) Energy Left ~ Channel Right ~ Energy ~ Weighted Friction Other Gradient Overbank Length Overbank Gradient Velocity Energy Energy Len Lenq~h Elevation Head Loss Loss SLOPE XLO L XLCH XLOSR EG HV HL GLOSS (ft/ft) (ft} (ft) (ft) (ft MSL) (ft) (ft) (ft) -------- -------- ------- ------- ------- -------- ------- -------- Cummul- Left Channel Right Bridge Left Right Number of ative Overbank Area Overbank Deck Bank Bank Balance Volume Area Area Area Elevation Elevation Trials VOL ALOB ACH AROB CORAR LTBNK RTBNR ITRIAL (acre-ft} (sq ft) (sq ft} (sq ft) (sq ft) (ft MSL) (ft MSL} Total Left Channel Right Com uted Left Right Number of Flow Overbank Flow Overbank W. ~ W. S, W. S, Crit Dpth Flow Flow Top NJidth Station Station Trials LOB ROB TOPWD SSTA ENDST IDC Q(cfs) gcfs) cfs) Q(cfs) (ft} (ft) (ft) ------ ------- ----- -------- --------- --------- --------- --------- Flow Left Channel Right Length Cunmul. Minimum Number of Travel Overbank Mean Overbank Weighted Surface C. S. Other Time velocity Velocity Velocity Manninq n Area Elevation Trials TIME VGOB VCH OROB WTM TWA ELMIN ICONT (hrs) (ft/s) (ft/s) (ft/s) (acres) (ft MSL) 460.000 .030 .045 .035 6.42 5422.42 5422.38 5422.42 .005142 0 0 0 5422.87 .45 .00 .DO 00 256 196 119 00 5420.00 5420.00 0 2450 684 1322 443 652.5 86.90 739.39 4 .00 2.67 6.72 3.70 .000 .0 5416.00 0 FLOW DISTRFBDTION Cross-Section Number (SECNO) 460.000 Total Discharge (cfs, Q ~ 2450 Computed Water Surface levation (ft MSL, CWSEL) 5422.42 Station (ft 86.9 110.0 540.0 ~ .590.0 630.0 710.0 ( Flow ( ) _ .2 14.7 13.0 54.0 17.8 rr qq ft} tg e ed 4 5 11 41 8 166 2 133 5 s l (f 1 2 Depth ( t; _ .21 99 .42 4 7 1.42 4.92 8 1.42 • BOSS HEC-2 version 3.10 PAGE 5 PROJECT TITLE ZELLER HOUSE FLOOD STDDY 3/15/1994 PROJECT NUFBER : 442-93-269 • Station (ft~ _ - 710.0 3739.4 Flow a) Vela( ~gsft) = 1608 Depth (ft; _ •21 STATDS: Analyzing cross-section reach 1068.000. WARNING: depth)ha~slbeen assumed forbthe ~rent~crossesectionitical WARNING: x(3720) Critical depth has been assumed. 8004 SECNO XNL XNCH XNR DEPTH CWSEL CRIWS ASELR SLOPE XLOBL XLCH XLOBR EG HV HL GLOSS VQOL AQLOB AQQCH QAROB CORAR LTBNK RTBNK ITRIAL TINE V OB VCH VROB WTN TWAA ELNIN ICONT 1068.000 .030 .045 .035 5.57 5427.57 5427.57 .00 .010652 570 608 622 5428.01 .44 4.28 .00 7.50 230 90 204 00 5426:00 5426.00 10 2450 1000 687 761 579.8 108.63 688.43 13 .03 4.35 7.58 3.73 .000 8.3 5422.00 0 FLOW DISTRIBOTION ------------------- Cross-Section Number (SECNO) 1068.000 Total Discharge (cfs, Ql 2450 • Computed Water Surface levation (ft HSL, CWSEL) 5427.57 Station (ft 108.6 402.0 428.0 688.4 Flow (~) = 40.8 28.1 31.1 Area s ft) = 230.1 90.8 204.3 Vel (t/sl 4.35 7.58 3.73 Depth ( t .78 3.49 .78 STATOS: Analyzing cross-section reach 1237.000. WARNING: eleva~ion (WSEL) andecomputed wateresuiface elevation (CWSEL). WARNING: (3693) It is probable that critical depth has been crossed. WARNING: (3720) Critical depth has been assumed. • BOSS HEC-2 version 3.10 PAGE 6 PROJECT TITLE 2ELLER HORSE FLOOD STUDY PROJECT M1FU3ER : 442-93-269 3/15/1994 • 8005 SECNO XHL XNCH XNR DEPTH CWSEL CRIWS WSELR SLOPE XLOBL XLCH XLOBR EG HV BL OLOSS VOL ALOB ACH AROB CORAR LTBNR RTBNE ITRIAL Q QLOB OCH OROB TOPWD SSTA ENDST IDC TIME VLOB UCH VROB WTH TWA ELMIN ICONT 1237.000 .040 .035 .050 4.33 5430.33 5430.33 .00 .006905 150 169 200 5430.92 .59 1.49 .05 9.72 15 183 343 .00 5430.00 5428.00 20 2450 21 1415 1012 398.9 274.74 673.63 14 .04 1.35 7.72 2.95 .000 - 10.3 5426.00 0 FLOW DISTRIBOTIOH Cross-Section Number (SECNO) 1237.000 43 m u s a an e u cf e ted levation (ft MSL, CWSEL) 5430 Co p W t er S r ace 645.0 Stati Wftl 274.7 300.0 390.0 = 296.0 334.0 Fio ) •1 7 - 1 57 8 41 2 g$ yyy ft) = 3.5 1.3 11.1 183.3 338.4 Area s Vel ( t/s .92 1.47 1.47 7.72 2.98 Depth ( t~ _ .16 .33 .33 3.27 1.33 Station (ft~ = 645.0 673.6 Ar ) ea s ft) = 4.7 qq / h • Dept (ft; _ .16 STATOS: Analyzing cross-section reach 1287.000. WARNING: (3685 20 trials attempted in balancing assumed water surface t eleva ion (WSEL) and computed water surface elevation (CWSEL). WARNING: (3693) It is probable that critical depth has been crossed. WARNING: (3720) Critical depth has been assumed. 1287.000 .040 .035 .050 5.39 5431.39 5431.39 .00 .007813 50 60 70 5432.01 .62 .46 .O1 10.53 75 165 305 00 5430.00 5430.00 20 2450 226 1343 880 436.0 305.32 741.35 11 .04 2.98 8.13 2.88 .000 11.0 5426.00 0 BOSS HEC-2 version 3.10 PAGE 7 PROJECT TITLE ZELLER HOUSE FLOOD STUDY PROJECT NONBER : 442-93-269 3/15/1994 FLOW DISTRIBOTIOM Cross-Section Number (SECHO) 1287.000 Total Discharge (cfs, Q 2450 Computed Water Surface ~levation (ft NSL, CWSEL) 5431.39 Station (ft 305.3 385.0 392.0 400.0 450.0 600.0 Flow ~) = 5.8 1.6 1.8 54.8 27.7 Area syy// ft} = 55.2 9.7 11.1 165.3 207.9 Depth (ft~ = 2.69 1.39 1.39 3.31 L39 StatiFlOWft~}= - 600.0 8 2741.3 Vela(If(t99//sft} 2 06 Depth (ft; _ .69 STATUS: Analy2ing cross-section reach 1977.000. WARNING: (7185) Critical depth has been crossed, therefore critical depth has been assumed for the current cross-section. WARNING: (3720) Critical depth has been assumed. SECNO XNL XNCH XNR DEPTH CWSEL CRIWS WSELR SLOPE XLOBL XLCH XLOBR EG HV HL GLOSS VOL ALOB ACH AROB CORAR LTBHE RTBNR ITRIAL Q QLOB QCH QROB TOPWD SSTA ENDST IDC TINS VLOB UCH VROB WTN TWA ELNIN ICONT • 1977.000 .030 .035 .030 3.21 5437.21 5437.21 .00 .008682 700 690 650 5437.77 .56 5.54 .O1 18.14 36 145 262 00 5436.00 5435.50 5 2450 119 1078 1251 410.0 117.72 527.69 14 .08 3.29 7.39 4.77 .000 17.4 5434.00 0 FLOW DISTRIBDTION Cross-Section Number (SECNO} 1977.000 ComputedsWateieSUrPace ~levation (ft HSL, CWSEL) 543721 Station (ft 117.7 178.0 235.0 336.0 527.7 Flow $) = 4.9 44.0 35.6 15.5 Area s999 ft) = 36.3 146.0 147.0 115.5 Vel ( t/s - 3.29 7.39 5.93 3.29 Depth ( t; _ .60 2.56 1.46 .60 T1 442-93-269 T2 ZELLER HOUSE FLOOD STORY • BOSS HEC-2 version 3.10 PROJECT TITLE ZELLER HORSE FLOOD STORY PROJECT NONBER : 442-93-269 PAGE 8 3/15/1999 • T3 LENA GOLCH FLOOD STORY @ SIMMS STREET JOB PARANETERS J1 ICHECR INQ NINV IDIR STRT NETRIC HVINS Q WSEL 0 3 0 0 0.0 0 0.0 2450.0 5423.42 J2 NPROF IPLOT PRFVS XSECV XSECH FN ALLDC IBW CHNIN 15 1 -1.0 0.0 0.0 0.0 0.0 -6.0 0.0 STATUS: Analyzing profile 2. Contraction Coefficient (CCHV) .100 Expansion Coefficient (CEHU) .300 STATUS: Analyzing cross-section reach 460.000. STATUS: (3470) Encroachment computation information follows: Left Encroachment Station (ft STENCL)) 175.66 Right Encroachment Station (f~, STENC$) 675.95 Encroachment Method (TYPE) 1 Width or Percent Target 500.290 8003 SECNO XNL XNCH XNR DEPTH CWSEL CRIWS WSELK SLOPE XLOBL XLCH XLOBR EG HV HL OLOSS VOL ALOB ACH AROB CORAR LTBNK RTB!!R ITRIAL 4 4LOB QCH QROB TOPWD SSTA ENDST IDC TIlfE GLOB VCH VROB WTN TWA ELNIN ICONT 460.000 .030 .045 .035 7.42 5423.42 .00 5422.42 .000962 0 0 0 5423.52 .10 .00 .00 .00 638 236 130 .00 5420.00 5420.00 0 2450 1336 778 334 500.3 175.66 675.95 0 .00 2.09 3.29 2.56 .000 .0 5416.00 0 FQ ITRACE 15 • BOSS HEC-2 version 3.10 PAGE 9 PR0.TECT TITLE ZELLER HOUSE FLOOD STUDY PROJECT NUNBER : 442-93-269 3/15/1994 • FLOW DISTRIBOTION Cross-Section Number (SECNO} 460.000 Total Discharge (cfs, Q 2450 Computed Water Surface Elevation (ft NSL, CWSEL) 5423.42 Station (ft = 175.7 540.0 590.0 ~ 630.0 675.9 Flow ) = 40.9 13.7 31.8 13.7 Area sqqq ft) = 517.3 121.0 236.8 130.7 Oel (t/s ; 1.94 2.77 3.29 2.56 Depth ( t = 1.42 2.42 5.92 2.85 STATUS: Analyzing cross-section reach 1068.000. STATOS: (3301) The velocity head difference for current and previous cross-sections exceeded the allowable specified by H9INS. WARNING: {36851 20 trials attempted in balancing assumed water surface elevation (WSEL) and computed water surface elevation (CWSEL). WARNING: (3693) It is probable that critical depth has been crossed. WARNING: (3720) Critical depth has been assumed. STATUS: (3470) Encroachment computation information follows: Left Encroachment Station (ft STENCL 320.00 Right Encroachment Station (f~, STENO} 480.00 Encroachment Method (TYPE) i Width or Percent Target 160.000 • • ROSS flEC-2 version 3.10 PROJECT TITLE ZELLER HODSE FLOOD STUDY PROJECT NUl~ER : 442-93-269 PAGE 10 3/15/1994 • 8004 SECNO SLOPE VOL 4 TINE XNL XLOBL ALOB QLOB ULOB XNCH XLCH ACH QCH VCH XNR XLOBR AROB QROB VROB DEPTH EG CORAR TOPWD WTN CWSEL HV LTBNK SSTA TWA CRIWS HL RTBNE ENDST ELNIN WSELE GLOSS ITRIAL IDC ICONT 1068.000 .030 .045 .035 _..5.86 5427.86 5427.86 5427.57 .012377 570 608 622 5428.79 .93 1.39 .25 8.96 134 98 88 00 5426.00 5426.00 20 2450 1018 847 584 160.0 320.00 480.00 14 .02 7.58 8.61 6.60 .000 4.4 5422.00 0 FLOW DISTRIBUTION Cross-Section Number (SECNO) 1068.000 Total Discharge (cfs, QI 2450 Computed Water Surface EElevation (ft NSL, CWSEL) 5427.86 Station (ft 320.0 402.0 428.0 480.0 Flow ~) = 41.6 34.6 23.9 Area s ft) = 134.5 98.3 88.5 Vel (t~s 7.58 8.61 6.60 Depth (ft~ = 1.64 3.78 1.70 STATUS: Analyzing cross-section reach 1237.000. WARNING: (7185) Critical depth has been crossed, therefore critical depth has been assumed for the current cross-section. • WARNING: (3720) Critical depth has been assumed. STATUS: (3470} Encroachment computation information follows: Left Encroachment Station (ft STENCL)) 310.00 Riqht Encroachment Station (f~, STENC$) 450.00 Encroachment Method (TYPE) 1 Width or Percent Target 140.000 1237.000 .090 .035 .050 4.34 5430.34 5430.34 5430.33 .011007 150 169 200 5431.53 1.19 2.01 .08 10.25 8 184 126 .00 5430.00 5428.00 2 2450 15 1800 634 140.0 310.00 450.00 19 .03 1.89 9.78 5.02 .000 5.0 5426.00 0 FLOW DISTRIBUTION Cross-Section Number (SECNO) 1237.000 Total Discharge (cfs, Q 2450 Computed Water Surface Elevation (ft MSL, CWSEL) 5430.34 • BOSS HEC-2 version 3.10 PAGE 11 PROJECT TITLE ZELLER HORSE FLOOD STUDY PROJECT NOMBER : 442-93-269 3/15/1994 • Station (ft 310.0 334.0 390.0 450.0 Flow ~) _ .6 73.5 25.9 Area s ft) = 8.2 184.1 126.4 Vel (t~s = 1.89 9.78 5.02 Depth (ft~ _ .34 3.29 2.11 STATOS: Analyzing cross-section reach 1287.000. WARNING: (3685) 20 trials attempted in balancing assumed water surface elevation (WSEL) and computed water surface elevation (CWSEL). WARNING: (3693) It is probable that critical depth has been crossed. WARNING: (3720) Critical depth has been assumed. STATDS: (3470) Encroachment computation information follows: Left Encroachment Station (ft STENCLrr 400.00 Riqht Encroachment Station (f~, STBNCR) 540.00 Encroachment Nethod (TYPE) Width or Percent Target 140.000 SECNO XNL XNCH XNR DEPTH CWSEL CRIWS WSELK SLOPE XLOBL XLCH XLOBR EG HV HL OLOSS VOL ALOB ACH AROB CORAR LTBNE RTBNR ITRIAL Q QLOB QCH QROB TOPWD SSTA ENDST IDC TIME VLOB VCH VROB WTN TWA ELNIN ICONT 1287.000 .000_ .035 .050 5.77 5431.77 5431.77 5431.39 .009890 50 60 70 5432.88 1.12 .65 .O1 10.73 0 184 158 .00 5430.00 5430.00 20 • 2450 0 1772 677 140.0 400.00 540.00 - 11 .03 .00 9.61 4.26 .000 5.2 5426.00 0 FLOW DISTRIBOTION Cross-Section Humber (SECNO) 1287.000 Total Discharge (cfs, Q) 2450 Conputed Water Surface EElevation (ft MSL, CWSEL) 5431.77 Station (ft 400.0 450.0 540.0 Flow &) = 72.3 27.7 Area s ft) = 184.3 159.0 Vel ( t~s 9.6I 4.26 Depth (ft; = 3.69 1.77 STATOS: Analyzing cross-section reach 1977.000. • • BOSS HEC-2 version 3.10 PROJECT TITLE ZELLER HORSE FLOOD STORY PROJECT NOMBER : 442-93-269 PAGE 12 3/15/1994 180.00 320.00 1 140.000 WSELK OLOSS ITRIAL ICONT 1977.000 .000 .035. .030 3.76 5437.76 .00 5437.21 .007114 700 690 650 5438.54 .78 5.62 .03 16.05 0 173 173 .00 100000.00 5435.50 4 2450 0 1298. 1151 140.0 180.00 320.00 0 .06 .00 7.99 6.63 .000 7.4 5434.00 0 FLOW DISTRIBOTION Cross-Section Number (SECNO) 1977.000 C m u e sW e u cf e ~ o p t d ater S r ac levation (ft NSL, CWSEL) 5437476 Station (ft 180.0 235.0 320.0 ~ Flow ( ) = 53.0 47.0 Area s ft) = 173.3 173.6 Uel (t s 7.49 6.63 Depth ( t; = 3.15 2.04 STATOS: (3470) Encroachment computation inf rmation follows: o RightEn roac~hmeentSStation((ff, ST~ENCR} Encroachment Nethod {TYPE) Width or Percent Target SECNO 7(NL XNCH %NR DEPTH CWSEL CRIWS SLOPE %LOBL XLCH XLOBR EG flV HL VOL A LOB A C H A ROB CORAR LTBNR RTBNR Q ' Q Q Q p C g Q W ~ A B ~ N PINE ULOB UCH UROB TN TWA L NI • 0055 HEC-2 version 3.10 PRQTECT TITLB : ZELLER ]E)USE FLOOD STUDY PROJECT NOlBER : 442-93-269 SPECIAL NOTE • An asterisk (x to ~ the left of the crass-section comber indicates a special note is presen in the SIDOIMY OF WARNING A101 STATUS NESSAGES section. SUIRDIRY PRINTOUT TABLE 150 : ZBLLER AOllSE FLOOD STUDY -- - LENA CllLCH FLOOD STUDY @ SI14lS STREET 442-93-269 Cross- Channel Top of Nax. Low Ninimim Discharge C~puteri Critical Energp Eoergp Channel Cross- Index Q Section N b Reach L th Roadway El t Chord l ti C. S. ti l Flow W. S. i W. S. i Gradient Gradient Nean Flow V l it Section A (O. D1 ~ C um er en ((ft eva ion ((ft HSL E eva on ((ft MS eva on E ((ft NSL ( f Elevat on ((ft Elevat on (( Elevation ( Slope 000 ~ e oc y ((ft rea ( ft onvey.) SECNO RL ) ELTAD L) C $L ) N E N c s) 1181) L ft HSL) C ft NSL) E lU k~ /s) VC0 s~ ) A E L L I Q WSEL RIIVS G lON R A .01E 4fi0.000 .00 .00 .00 5416.00 2450.00 5422.42 5422.36 5422.87 51.42 6.72 572.97 341.68 460.000 .00 .00 .00 5416.00 2450.00 5423.42 .OD 5423.52 9.62 3.29 1005.87 189.84 x IOfi6.000 fi06.00 .00 .00 5422.00 2450.00 5427.57 5427.57 5426.01 106.52 1.58 525.21 237.38 k 1068.000 608.00 .OD .00 5422.00 2450.00 5427.86 5427.86 5428.79 123.77 8.61 321.29 220.22 +~ 1237.000 169.00 .DO .00 5426.00 2450.00 5430.33 5430.33 5430.92 - 69.05 7.72 542.34 294.83 k 1237.000 169.00 .00 .00 5426.00 2450.00 5430.34 5430.34 5431.53 110.07 9.78 318.66 233.52 a 1287.000 60.00 .00 .00 5426.00 2450.00 5431.39 5431.39 5432.01 78.13 8.13 541.08 277.17 x 1287.000 60.00 .DO .00 5426.00 2450.00 5431.77 5431.77 5432.88 98.90 9.61 343.32 246.36 k 1977.000 690.00 .DO .00 5434.00 2450.00 5437.21 5437.21 5431.77 86.82 7.39 444.86 2fi2.94 1977.000 690.00 .00 .00 5434.00 2450.00 5437.76 .00 5438.54 71.14 7.49 346.94 290.48 SUHNARY PRINTOUT TABLE 150 : ZELLER HOUSE FLOOD STUDY --- - LENA GULCN ELOOD STUDY @ SIl015 STREEP 442-93-269 Cross- Discharge Coma uteri W.S. Elev W.S. Elev W.S. E lev Water Channel N c~ti 1n Flaw S ti p P ro f i e e t io r p e idth L e n tl C f I E(lyeva on SL t l ~~ f f t ~ n (S( tc~l fEfntotlw1/Camp (T(foyptptl~W t g ( t SECHO c s) Q CWSEL ) DIrWSP DIFWSX DIFEWS TtlPWID f l %LCH ~ '- 460.000 2450.00 5422.42 .00 .OD .OD 652.49 .OD 460.000 2450.00 5423.42 1.00 .00 1.00 500.29 .00 x 1066.000 2450.00 5427.57 .00 5.15 .00 579.80 608.00 PACE 13 3J15J1994 BOSS HEC-2 version 3.10 PAGE 14 PROJECT TITLE ZELLER HORSE FLOOD STORY 3 15 1994 PROJECT NONBER : 442-93-269 / / Cross- Discharge Conputed W.S. Eplev W.S. Elev W.S. Epelev Water Chaanel Neon (Fcfs) (E(ftvMBL)n P((f~f))ile (S(f~ ion Rf{,/Comp i p)Width (Lf ~J~ SECNO Q CWSEL DIFWSP IIIFWSX ~IFRWS TOPWID $LCH + 1068.000 2450.00 5427.86 .29 4.44 .29 160.00 608.00 * 1237.000 2450.E 5430.33 .00 2.76 .00 398.89 169.00 * 1237.000 2450.00 5430.34 .O1 2.48 .O1 140.00 169.00 * 1287.000 2450.00 5431.39 .00 1.06 .00 436.03 60.00 * 1287.000 2450.00 5431.77 .38 1.43 .38 190.00 60.00 * 1977.000 2450.00 5437.21 .00 5.82 .00 409.96 690.00 1977.000 2450.00 5437.76 .55 5.99 .55 140.00 690.00 SOMNARY OF WARNING AND STATOS MESSAGES Section 1068, profile 1, critical depth assumed. Section 1068, profile 1, minimum specific energy. Section 1068, profile 2, critical depth assured. Section 1068, profile 2, probable minimun specific energy. Section 1068, profile 2, 20 trials attempted to balance water surface elevation. Section 1237, profile 1, critical depth assumed. Section 1237, profile 1, probable ninimum specific energy. Section 1237, profile 1, 20 trials attempted to balance water surface elevation. Section 1237, profile 2, critical depth assumed. Section 1237, profile 2, rinimum specific energy. Section 1287, profile 1, critical depth assumed. Section 1287, profile 1, probable minimum specific energy. Section 1287, profile 1, 20 trials attempted to balance water surface elevation. Section 1287, profile 2, critical depth assumed. Section 1287, profile 2, probable minimum specific energy. n LJ BOSS HEC-2 version 3.10 PAGE 15 PROJECT TITLE ZELLER HORSE FL00D STUDY PROJECT NUMBER : 442-93-269 3/15/1994 Section 1287, profile 2, 20 trials attempted to balance water surface elevation. Section 1977, profile 1, critical depth assumed. Section 1977, profile 1, minimum specific energy. 18 Warning and status message(s) generated END OF OUTPDT • • • • 4- U m Lf') CU O L~ ~- ~..~ CU ~ ~ O~ ~ W O `~ -+--~ C'7 U ~ ~ Ct_I ~ ~ ~ 3 O ~ L [-~ U -,~ c~ RJ CU CU L.f7 3 ~ ~ • ~SW '~~ UOI'~L7/~a~~ s= ~ o ~ p V1 C w 3_ m m c 3 -c m L C O U Y ~ m m ~ CU ~ C J ~ m 3 -° O ~ L ~ m ~ ~ m m O a C U W i W a O - 4- C ~ ~ ~ O ~ ~ ~ ~ ~ -J m ~ ~ U_ ~ ~ ~ -~ O U O +~ C - N L O m = _ ~ m ~- m ~ J B a-i • c~ U Lf7 O -+~ L~ ~ m N ~ lf? .~--~ J W C -~-' O ~ U ~ ~ ~ ~ ~ I ~ 3 / V J ~--1 Q _ L L v U ~-~ Lf) CU d` L('l 3 I ~. m m m SSW ~.~ uoi~}nnal~ m v~ ~ a 3 C m m ~ _C B O ~ d U E I ~ O (~ J ~ ~ C N O o L ~ v' ~ ~ QJ g ~ O] O7 o'w ~ ~ I o ~ I 0 g = 9 d' O ~~ 0 ~3 C O g 9 C _U Q ~ U U U i J m ~r 1 u • • VJ c~ U m Lf7 CI" C1J O ~--~ L` 4--- ~ ~ c~ o~ ~--1 d- ~--~ J O w C -'-' O --~ ~ ~ I ~ 3 ~ _~ 0 L L U U -F-~ c.~ CU CTl ®_ Lf) 3 i i. .~ . _ . ~1SW ~~ uoi~nnal3 N Lf] m m ~ ~ •~ J VJ 3 c y m ~ C m ac ~ o a ~ v~ W C C ~ O J -~ "~O C ~ ~ O ~ ~ ~'' a ~ m~ m m 1O how i N ~ o ~ m= m E o ~ ~3 m c -~ m d a' (1J U U J B II7 • 4- U Lf7 N O -a--~ L~ -,.-~ ~ m [~ RI ~ ~ Lf7 -a--~ C~ ~ ~ W C -~-~ O `'- m -,~ c~ ~ ~ (~ ~ I ~ 3 VJ +i Q L L U U ~--~ 4- (T7 a-1 C''7 Lf7 3 ~ m m Lf) Lf] m N d- Lf) m ~ ~ ~ ~ ~ 3 c m ~ _~ ® E c ~ U ~ I W C~ O J U N +~ U C ~ O O Y ~ ~ ~ m mf/1 m m 1O ~ow ~ I o ~ I 0 ~_ m E O ~~ 0 ~3 C d m C -U B O ~ (l1 U U J m d- L(7 SSW ~.~ UOI'~l7/~a~~ c,- U Lf7 ~f" Cu 3 0 -,-3 ~ ~ ~ ~ ~ ~ O~ ~ ~ ~ LIl ~ J O W C -~-' O ~ N Ql d- ~ ~ I ~ 3 ~_~ L L U U -F-~ c.~ CU CT] ~' Lf7 3 ~(7 ~ ~ . .r. . m m m ~ m ~ ~ ~ 3 c m ~ C m E C ® O d ti U ~ °~ ~ o ~ ~ C ~ d O ~ ~ ~ ~ ~ m~ m ~ ~ ~ O W ~ I O ~ ~ I 0 m= m ~- E O o ~ ~3 C d ® C U_ m ~ RJ U U I J m c-i SSW `~.~ uoi~}nnal~ • ~ ~ m ~_ ~ 4- cu ~ 3 L o ~ LJ ~ ~ U ~ ~ O L 4- ~ ~ ~ ~.-1 L ~ U ~ ~ -F-~ (% 3 m m m m ~ N J m .Y L m C ~ m ~ ~ .-i ~ m Ol C J W ~ ~ .-~ ~ ~ a--~ 4--. t9 m ~Y' ~' O v~ ~a ~ ~ c3 (~/J ~ d ti C ~ ~ L ~ - U U I ~ (/J ~ I ® m m (/~ ~ I I L U ~ ~ rn L ~ m m c3 {' ~ F--i ~ m ~~ ~ L L m UU_U_ _ m L~ L~fl !~<7 U~-7 L~fJ Lfl ~ SSW ~.~ uoi~}ona13 • / 1 `~ ~1- U Lf] -~-~ d- ~ ~ ~ O ~ ~` ~~ O o -- ~ ~ iI7 O d- U ~ m (~ w I ~ ~ (/~ W L_ U ~ 4- ~ ~ d- (~ ~ - ~ L~rl Q1 W C~ 3 . t7 ~7 t p I, ~ . I stie~, ~ . ~ I ~I I i ~I i m i ~I 1 I I i i .~ ~I II II I (9 (9 (9 m m m ~~ a m ~~ rn ~ L C l7 O ~7 m ~ rn m m ~ ® > C ~ O W I I m m m _,_, ~ C ~ C C s3 O ~ -p d m ~ m~ >a `° ~ ~ v C O N L O m = m ~ ~ ~ m ~ c C d ~ ~ v 3 C rn ~ d ~ m m -C C C O _Ql_O7 C [LI O O I I I I I I I I 1 ~ J m SSW ~.~ uoi~}nna13 • • • U m Lf7 ~ CU ~J- 3 O ~ ~ ~ ~ t~ ~1- ~--~ ~ ~ ~ ~ ~ ~ ~ Lf7 C -i O ~ w ~ ~ ~ ~ L U 3 +~ ~ U _~ ~ 1 ~ ~ ~ Lf7 C~ 3 I ~ 11 it it i II ' IJI 1 1 I ' .-rr~~ I I I 1f] m 1SW ~.~ uoi~}~onal~ m ~ m o ~ o o > (/T (~ C ~3 O m ~ m O C ID t9 > C d r-I O Y ~ m ~ m ~ J C m s 3 ~ O v ~ ~ ~ ~ ~ m m~ >am ~ ~ U W ~ ~ N I O m = m d- m C ~Vlr%) U33 ~dd- ® m _m_o» Rj L L L O O (~ -. I I I 1 I I ~ I t 1 m m ~_ • 4- U,_ L(-l --F-~ CU 4-- O I-1~ ~ l U +J ~ ~ -~-~ ~ (] ~ r~ ~ L Ow ~ (TJ ~ ~ ~ ~ O ~ U 3 -~ L _(~ ~ ~ ~. C''7 (~ ~; 3 ~ . . .~. . ~' 5 t Il ~1 ~l . ~.1. Il 1. 1 I ~ .... . i, , ~ , ~. , .,. ~~ ~. I_ ~. .~. ~ . . ! m cr 63 ! J . ~ 1 , ~ r Lll CT) d' d' ~ IIl Lf7 ~ SSW `~.~ uoi~}nnal~ N Lf] m ~, rn o m .3 a o > V1 f%1 C c3 m ~ C C m Y ~ O m ~ Q7 N C J N s3 O C O v ~ ~ _ ~ Cj J ~ ~ ~ N 7 Q7 - mm (/J N d L -> E m ~ ~ ~ U W C I O ~ 1 ~ 0 I m= m ~- m C ~ (%7 (%7 v 3 3 d d O C _C U m O O U 1 1 ~ 1 I I I J m m d' • • c.~ U m Lf] -~--~ CLI C-I- ~ O ~ ~ ~ ~ -t--~ OU ClJ ~ ~ Lf7 C O w -,~ U ~ ~ o~ U 3 +~ ~ U- _ (~ ~ ~ `~ ~ ~ ~_~ (~ 3 sem~ ~' r~ I )r . r . r . r . r .r I .. r 7 . r r ~ ' ~ ~ ~ m m a ~, ~ o :~ a a ~ vi c C3 ~ ~ C ~ C ._ m > C d ~ O Y ~ m C ~ m ~ J C U s3 ~ o v ~ ~ m ~ ~ am m ®~ ~ >t= ~ U W ~ -F-~ C I O ~ i 0 . m= m m C ~ V1 f%1 X33 d ~ ~ m _C C U m _Ol_Ql Cl.l 0 0 U 1 I f 1 1 1 i f 1 1 ®~ .-i to SSW `~~ uoi~nnal~ • • 4- U m -F-~ lf"l 4- d- Cl.l ~ ~ ~ O ~ L~ ~ ~ C _O ~ U ~ W ~ W ~ W L ~ -_ ~ ~ _~ ~ ~ L~f7 ~ a J W 3 ~ . ~ . ~. ~. L . .t ... . .~ t ,~ . , m m ~ i i~ i . ~ ~ ..i. ~ ~ , ' t ... i i sem~. ~, ~/ y m ~ m ,~ ~ ~ ~ Lf7 LfJ ~ N Lf7 m m ~, m ~ C_C_ O J _ O ~ ~ ~ L C ~ ~ ~ ~ ~ m m m N m o W i m m ~ +J C~ OCI vi C C ~3 ~ U _p ~ m ~ +~ ~ a m~ >~ ~ ~ U ~ +-~ C O N L O m = ® ~ ~ ~ ~ m C ~ ] ~ ~ 3 C v ~ , ~ d ~ m C C m _Ol QJ C C N O O ~ i i i i i i m~ .--i d' Lf] SSW ~.~ uoi~}Onal~ • C1J t \ , ~ . ~ i' \: t j~~l. ~, I.........~..t ~ :.........:.... ~~ i .\`~` ,~ ~, , t, t !~ 1 '~ti`~ , ~ `~ ~,: +~~ L885 ~ . ~ ~~ ~ LE2[ ~ ` ~~ .~.~. ~ . \~ i ~ ~\ ~ ~ 8905 ~ ` 1t . 1. ~ ~ -. . ~ 1 '~ ~~` 1 ~~1i 1 ,~ , ~,``~l ... ..:.........:....~.t.:. .... ~'~` 1+~ 09~ ~ ~ ~ ~ 1 ~ ~ O c,_ -~ U m ~ ~ _, ~ CLJ O 3 ~ O U O L !J~--{{ U U L L U n~_ -° 3 m m m m ~ ~ ~ ~ m m m m C R.I J a m C l~ W ~ m ~W m ~ I ~ ' I c ~ ~3 m ~ ~ O ~ I N ® ~ C ~ L ~ ~ U p U ~ ' ~ I I 1 ® m ~ ~ ' I L U ~~ L m 3 ~ ~ H C ~ 3 m~~ so° c m U U Y jm m~ ~- SSW ~.~ uoi~nnol3 m N O c~ 9 4~.. D U 'a m Lf7 N 9 • • -I, - ~ O ~ ~'- ~ ~l C~ J_ L_ ~ ~ ~-- ~ ~ ~ U L~ L U ~ ~ L~fl ~ Lf') SSW ~.~ m N ~ ~ ~ uoi~nna~~ 4- ~ ~ ~ C ~ ~ ~ .o ~ ~ ~ N [/1 C y C m _~ (~,) U U ~ ~ 1 m ~ I m ~ i ~ O U ~'c.. 3 m ^ mm ~ `'- ~ H ~ ~~ Ol U C C m L ~ m U CU m ~O m m Lfl d' Lfl n U • -~-~ _i C- C U L ~_ 3 _ o ~ ~ U U c~ m U U m ~> LI") m d' O.' N 3 0 Q ~ C U 0 ;~ m U U7 N d- f/1 N c L m O c O U U O L U m C Q L U U • • 0 -i C S_ U- >_ C d L m Q ~ H O C OI O C C U O 01 L (/J U U 3 C O O ~~L~ ~ U Vl ~ ~ U ~ _~ m U ~ N ~~3 ~ m o ~ ~~ >> ~ N -O U C OI C Vl L m ~' Ud'N 5~ UTIUT'I ESny' 5430.4 ~ 5430.3+. +~EXISTrIJG SPOT ELEVAT'oU AT ?oP DF Ln2aD w0 TYPIrtts~L OT l~ ~vT 13 ~. aT 1~ ~~vT f P! ar 1 FLDUp ~°LAihl C~lzT1FlCAilOt~i , -75.00 - ___- ~.i iU~; Tµg NoJSESHowNOu 30 " ~ _ rµ15 PLAN 15 Foe 1 ~ ~ ~ ~ Iu_v5T¢ATVE Pu2P03 GS ~~ f 31.0' I(..D' ~ ~ oNLY, l ~ .~ U n N ~I I\~: TFt£ ~EO{I€°LT~ V1 SµDWN 1iEp,EoN _ _}' IS LOCAT2D IN 0 THE C IT`/ OF ~ WHEA'fRID¢E ~ o E A[ t F FLOOD sTOZ gGTE:GT, $JILD11Yi oN T1+15 loT 2EQuIff.S APPeovtw FRovn ; rµg CITY of WHEAT e~DQE BOA80 of ADSUSim'I&~ O Q P MI>J. FF .5432.3 o5,5tl "' ~ 13.D I e+RCH G-,A~ 29.51 1 -n I \j' ~• ~ CAMPUT E.D 100 YEAR LDDO ELEV. ou LoT IZ *~4Z9.5 I5 SLEV 31~ MIN,FF 32. O• 'l ' ~' Flleri Tr of WN54TKIIk,E 'D GDIARA Vv CONVI • PANEL ND . U85o79 Opo5 G p4TED : i:EB 4TH 1988 ' ELEVA'sI0N6 SIjOWN IiEeEON A4:E DERIVED FRpH B.~~I• I fS T (°RCVID[D 6Y THC GITY OF ' ~ IJNFATRIDG£ C TOP OF BFASS LAP AT ~F.GTIDH CDR, IJ _ -- ~ iLANGE BOX 32N°'~S/MM$ sl,EV.. s4zl•~ss 5428.8 54t9, ID A54µ • F.L. } ~NG . _, - - - 2`I --~ DRNE ~ , 5428$ ,1 . 5429 .3 ASPFI F. L . G'., I ~ ~ ~ ~~ + ((,c' R.D.W.) LEGAL DESCRIPTION Lvr 12 Vaue( a~ SuED , C IT`I cF l+lN£eT RIOL~E GouL.1tY OF 3PFrEV;6on1 $'{AT6 of GOLOiEADO MODEL N0. s-~_ ).r 20 0 10 20 40 ORIGINAL SCALE: 1°=20' Jehn & Associates, Inc. • PHONE (303) 423-6036 ANVAUA, VVLUItADV auuve FAX 303) 422-3132 DFSCRIPTDN SCALE AS NDIED PLOT PLAN Fort pRANN BT DEM SIMMS ST. WNEATRI~EIE L GD CllEdtED ttr PR~EJPAREID FDR pp DALE ZS'N LAS Z~LL-F 1\ J0R ND. ~,:~; . r~~'~~ fiY~` ~,: ~~ P I i( [( 3~ • r. w U F N O J O R F Z O U O JO LL Z a w a z a 0 z a m #a 3 :~ • I ~I alai :j.t . ~8: S §~ • I • ~~ ~~! ;: _,~•~• ~~ ~:'~ _-~~ F _~ t '~.~.,,, ~ ~~~'r~~~4. i~ d :! r~ _.yr~y .c, } rid... ~S~ ~., ¢ ,~ `''t°:~, off' T' ~ ~ ~ ~ - -__.._ i LW„"' s r. ~~ .s.. ~ ~`~ Ski 1~ ~,;. , 1 ';"- ~' tom, ~ ~ a ~, ~ _.; .. i~ ~.4 a i*~. y •. .. .e;; ~ ~, j .,,~ . _._.. .;?rrt. -, , +~•-~ - -i %ia't• ~-- ~~ ~+ • L ~ l ~ •~ ~ ~'. ~ _ Y 6 ~ r' ~ "bbd tom.. '~ f• "r:~ t: ~. - - .,, 'i~ jar i. », ~ ' ~`I w.2 ..-'-- ~ ~s,~ .- a~; ., ~,, t a... ~ V G ~ I I ~- j g G :,: ~ •3(( -'1 • ~.. J r ~ .~~ . ~~ ~: I ~_,... ` .~.::~ F r.• is , V ... a;F ~- :~ -i.;,,' ;,~ ~_V ~~ t " ~.~= ,: - `e T° _'-._ ~,. ..~. F .:.f~~ . ~. a~ . ~..,( e ~•;_ <6 r ,. COMPLETE ENGINEERING SERVICES IN THE SPECPLTT FIELDS OF ttEa 5 V PPLV AND Or5TRr0UTrON ATER AND SC WADE TREATMENT SEWAGE COLLECTION NND REUSE STORM DRAINAGE FIRE PROTECTIDrv FLOOD CONTROL OTNEP WATCR.ORIENTED PRODUCTS October 7, 1982 WRIGHT-MCLAUGHLIN ENGINEERS - ENGINEERING CONSULTANTS 2420 ALCOTT STREET DEN VER. COLORA00 80211 (3031458~fi201 ~e{; u~~/ /,.~3 Mr. Bill DeGroot Urban Drainage and Flood Control District 2480 West 26th Avenue, Suite 156-B Denver, Colorado 80211 Dear Bill: RONALOC ML KENNETH R.W DM..LFO^OD C. E' W ILL11M C{TAI DAVID J. LOVE ROBERT L CAI RONALD B. CL µ1ME5 B~FLOf LLIAM R. RE JONrv i. MCLA GENE A BURR MKNAEL E. ME JOHN M. Ri L< MICHAEL R. G~ CMARLCS L. N~ GEORGE G. BrF RONALD E. OV( ROBERT A, FEF J. XAROLD ROt JACK W. STEIN LEANOER L. OF I have recently been going through some of the Lena Gulch Master Plan files and have found the H.E.C.-II computer printouts for the 100-year flood with future basin conditions and existing channel. We have made copies of the input and output data from these backwater runs and are transmitting them herewith for your files. Included are the backwater runs for Basins 9 and 11 (main channel), Basins 9 and 11 (overbank flow), Basin 8, Basin 6, Basin 3, Basin 2, Basin 1, and Jackson Gulch. Very truly yours, WRIGH~T.-~M,C'LAUGHLIN ENGI~N(I_EPERS~/ ~ c oe Michael R. Galuzzi MRG:mm encl. BRANCH OFFICES ^ LAKE DILLON GLENWODD SPRINGS BATTLEMENT MESA TULSA - 1^ P. O. BO%2096 _ P, O. BO%219 P. O. 80A 25B 9726E 42ND. STREET LHEYEN 0139 vENTNOR AVENUE .OILLON. COLORA00 GLENWOOD SPRINGS. PARACHUTE. COLORADO SUITE tII 3130 MENDERS: ASPEN, COLORAD0616~1 80135 COLORA0081601 61635 TULSA, OKLAHOMA 94145 CHEYENNE. WYC o0 00 0 00 00 oocco 00 oocco oc ooco co coocc - r' o op_r • c o cocoo coocc 00 - e 0 00000 00000 0000 oe.o NO omsco omNO cosco _ ~c . o 0 P S m 1 m U 10 Y tm ,(.' 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