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Home My WebLink AboutWF-95-3The City of Wheat ADMINISTRATIVE PROCESS APPLICATION Department of Planning and Development 'dge 7500 West 29th Ave., Wheat Ridge, CO 80033 Phnnc /4no\ nn.. \v..v/ LJ/-Vp~l4 Applicant ADG ENGINEERING, INC. Address 770 W HAMPDEN AVE #250 phone 303-761-5142 Owner TRIAD MACHINE TOOL CO Address 7887 W 48TH AVE Phone 303-424-0268 _. Location of request -7887 W 48TH AVE Type of action requested (check one or more of the actions listed below which pertain to your request.) ^ Change of zone or zone conditions ^ Variance/Waiver Site development plan approval o Nonconforming use change Special use permit Flood plain special exception Conditional use permit Temporary use/buildin Interpretation of code Minor subdivision g permit Zone line modification Subdivision Public Improvement Exception B Preliminary Street vacation Final Miscellaneous plat ^ '~* See attached procedural aide Solid waste land£i11/ g mineral extraction permit for specific requirements. ^ Other Detailed Description of request REQUEST CONSTRUCTION OF A NEW STRUCTURE AT THE EDGE OF THE, FLOOD PLAIN ~ ~_ ,, _ ,_ ~, ,,. .,4 __.. _ _.. ,.. ~ #, ,- . ... _,~ ~.. ~. ~ ,.~; ~~ --- .. List all persons and companies who hold an interest in the described real property, as owner, mortgagee, lessee, optionee, etc. NAME ADDRESS TRIAD MACHINE TOOL CQ.-_ PHONE - -- - _-~--. ,. _,.,7887. 1+~,..48TH AVER,. .. -424-0268. _..- ~ ~ k .~~~ 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 actior, cannot-lawfully be accomplished. Applicants-other than owners must submit power-of-attorney £rom the owner which approved of this acti n on h's Signature of Applicant M .~~~'~ ~,~ +~~`~Su~sP~d and sworn to me this ~p•--day o lg /',cam :r S;>': `.~`a SEAL '' ~ '' Notary Publ /// /!~J( .. ~,/F ~•. .••• Q, My commission -expires /~ ~Q,3 "~Jp Dat ~'d _S-,~11- 95-__ Receipt No.~._._~3~5 .Case,No. M E M O R A N D II M TO: ,`~.rB'/ob Goebel, Director of Public Works FROM: U"Meredith Reckert,-Planner RE: Case No. WF-95-3 DATE: May 31, 1995 The Department of Planning and Development has received a request for a Special Exception to the flood plain ordinance to build a commercial building at 7881 West 48th Avenue. Attached is a copy of the flood plain analysis done by ADG Engineering. Your review and comments would be appreciated. MR:slw attachment b:\53195a.mem 7500 WEST "9TH AVENUE P.O. BOX 633 WHEAT PoDGE. CO 80034-0638 (303} 2345900 City Admin. Fax ~ 234-5924 May 31, 1995 Police Dept. Pax ~ 235-2949 The City of Wheat Ridge Mr. Kevin Stewart, P.E., Project Engineer Flood Plain Management Program Urban Drainage and. Flood Control District 2480 West -26th Avenue, Ste. 156B Denver CO 80211 Dear Kevin: The.-City has received a request for Special Exception to build a commercial building within the Clear Creek 100-year flood plain at 7-881 West 48th Avenue. Attached is a copy of the flood plain analysis done by ADG Engineering for the project. Your review and comments would be appreciated. This case is scheduled for public hearing on June 22, 1995. If you have any questions, do not hesitate to_contact me at 235- 2848. Sincerely, Meredith Reck~rt Planner- MR:slw attachment cc: Case file WF-95-3 ~~ FL000 ~P 00 ~ 2~ Z a O O ~ ~~ 2 y b81•l!l .10\~ L. SCOtt Tucker, Executive Director June 16, 1995 Board of Directors Executive Committee: Meredith Reckert City of Wheat Ridge Planning Department 7500 West 29th Avenue Cathy Reynolds ~ Wheat Ridge, CO 80215-6713 Chairman City of Denver o Linda Mortom -~o-Dear Meredlth: Chairman Pro-Tem o City of lakewootl ~' ri Chrls Chdstensen > This letter is in response to your request for our comments concerning the request DouglaseCounry ° for a Special Exception to build a building within the Clear Creek 100-year floodplain at John Stone Treasurer ~ Jefferson County Donald Hamstra a Member ~ City of Brighton 3 Members: ~ Bruce Alexander m City of Denver N David A. Day F Engineer S m Guillermo DeHertera , Atlams County o Joyce Foster m City of Denver Wayne Gaston City of Aurora ~ Jana L. Mentlez LL Boulder County John J. Nicholl Arapahoe County ~ Dehorah Ortega City of Denver ~ Art Patton z Engineer ~ w w >- Mary Poe Town of Morrison Dennis Reynolds City of Littleton Michael J. Romero City of Lafayette 7881 West 48th Avenue. We have reviewed this proposal and believe that it would be in conformance with Wheat Ridge's floodplain regulation. We therefore have no objection to granting the Special Exception. If you have any questions concerning these comments, please contact me. Sincerely c i oot, P.E. Chief, Floodplain Management Program WGD/gb cc: Roger Venables, ADG Engineering f^IT~! QF WNEAT RIDGE II`.~ Jt1t~ 1 9 1995 PIANNlNG & DEVfLOPp~I~` MEMORANDUM TO: Meredith Reckert, Planner II FROM: Bob Goebel, Director of Public Works RE: Class II Special Exception Permit for t e Clear Creek 100 yr. floodplain/ 7881 West 48th Ave. DATE: June 19, 1995 The attached amended submittal by ADG Engineering dated May 22, 1995 requesting a Class II Special Exception Permit from the Board of Adjustment meets the requirements of the Wheat Ridge Code of Laws, Sec. 26-206. The report should be made apart of the permit by the Board and the report and it's maps should be exhibits to the permit. As required by Sec.26-206, the engineer (ADG Engineering) shall certify finished floor elevation during the construction of the foundation and site grading upon completion of the project. Per the report, the finished floor elevation shall be 5318.00 feet ASL. The lowest allowable finished floor elevation required by Sec. 26- 206 is at least one foot above the base flood elevation, which is 5316.75 feet ASL. The report indicates the this constructYOnerties.n Thereforeel= impact the floodplain or surrounding p p recommend approval of the permit. cc: Rodger N. Venables, ADG Engineering Greg Knudsen, Development Review Engineer 1Pd' n° T: RIDGE CITY G~~', (1 ~.Q ~~ 'y i5 ,~i~'.;1 11~& ~~ LOPi~IENT pLANN n NOTICE OF PUBLIC HEARING Notice is hereby given that a Public Hearing is to be held before the City of Wheat Ridge Board of Adjustment on June 22, 1995 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-95-17: An application by Jim and Kelli Chapman for approval of a 3' 10" side yard variance for a property zoned Residential-Three located at 3310,Benton Street. 2. Case No. WA-95-14 :. An application by Dale Crocker for approval of a 1,320 square foot variance to the 2,000 square foot maximum garage area allowed 'for two units on .property zoned Residential-Two. located at 4345 Reed Street. 3. Case No. WA-95-20: An application by Don Wieringa for approval of a variance to Section 26-410(0)(3) of the Sign Code on the property located at 5455 West 38th Avenue. 4. Case No. WF-95-3: An application by ADG Engineering for a Special Exception permit to allow the construction of a commercial building within the Clear Creek 100-year flood plain. Said property is located at 7881 West 48th Avenue. ' ~ Sandra Wiggins, ting Secretary ATTEST: Wanda Sang, City Clerk To be Published: June 8, 1995 Jefferson Sentinel b:\62295.phn _~ ^OD LNEST 29TH AVENUE P.O. 3OX 638 1 he Clty Of WHEAT RIDGE. CC &0034-0633 - _ , (3031234-S~OC heat City Ac min. Fax k 23--592» - Police Dent. Fax K 235.259 _. ~lClge POSTING CERTIFICATION S CASE NO. PLANNING COMMISSION - CITY COUNCIL - BOARD OF ADNSTMENT (Circle One) HEARING DATE: <o -ZZ - ~_ ~- I, name) residing at ~~/~ GcJ 7~~~ ~~ 8~~ '(a d dpr e s s) as the applicant for Case No. W ~'- /~ ~ hereby certify that I have posted the Notice}ofpPublic Hearing at ~~~ ~ !~C/ ~~J ~~~ ` (1To c a t i o n) on this _~ day of ~/~,~~ 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 Department of Planning and Development. 19 ~'~ ; 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. e -i = e T -500 WEST 29TH AVENUE P.O. 80X. 636 WHEAT FIDGE. CC 80034-0638 ;3031234-590G The City or wheat Ridge Gty Admin. Fax» 234-5924 June 7, 1995 Police Dept. Fax ~ 235.2949 This is to inform you that Case No. WF-95-3 which is a request for apprn~ral of a ~p~c;al exception permit to allow construction in the Clear Creek 100-year flood plain for property located at 7RR1 Tn7P G+ 4Rth AvPrinP will be heard by the Wheat Ridge Roard of Adjustment in the Council--Chambers of the Municipal Complex, 7500 West 29th Avenue at 7:30 p.m., on ,7nna 22, 1995 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. PLANNING DIVISION <pc>phnoticeform' Li R~ ~ ,. i I'. c••, r Dear Adjacent Property Owner: If you ri ve received this notice, you reside or adjacent~o a property involved in a land use c processed by the City of Wheat Ridge. This notice s intended to inform you of the land use dev~opment applications. Prior to applic~ion developer is res ons meeting. The purpos opportunity for ci~ development in thei respond to citizen c residents within 600 meeting. 'property being involved in for rezoning or special use permit, the ble for holding an i~£ormal neighborhood of the meeting is t!o provide the ens to become award of a proposed neighborhood and~to allow the developer to cerns in the design of their project. -All ~eet are required to be ngtified of the A staff planner will at and regulations and the will remain impartial r Keep in mind th synopsis of the public hearings where decisions making process, hearings. st this is n meeting wil in front of are render it is imp x the ~eting to discuss City policy ess nvolved, however, the planner ing~iability of the project. t a public hearing. Although a e entered as testimony, it is the P nning Commission and City Council If you-want input in the decision- tiv that you attend the public The public hearings yo will be at ending are quasi-judicial in nature. Please do no contact you Planning Commissioners or Council people to di cuss the merit of a case prior to the public hearing. It could jeopardize your representatives' ability to hear th ease. If you are an ad'acent property, you m have the .right to file a "legal protest" against the application. The result of .this filing is that it requires a 3/4 majorit of City Council to approve a regg st. If you have questions regarding any of the nformation given above, do npt hesitate to contact a planner t the City offices by calling;./235-2846. The Planning & Develop ent Department is open Monday through Friday 8:30 a.m. through 5:00 p.m. <pc>adjpropowner __ "N E '. ~ ~~' -,~. a, ! 1 S:a+ i 4 ~+ 1 i~ _- ~~; f., o -~~,. r !dam ~ ~ ~ _ ...3 07 Iti tU s S S N rl fP' Q. `"'- ~ •Ol x ~~I w\~ o C ~ 1~ N„ (~ ~ F--i J V' ~ n Z J ~ g M O ~ ~ ~ >v O M ~ .~ U ~- 01 +~ ~ M N 1 0.l b~ tt7 of U] •rl ~ ~ ~ ~ o ~\~ .~`. ~ U ~1 rl m ~~ o I Y s I s ii fI I P.' ~ °. 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Hampden Ave #250 Englewood, CO NAME & ADDRESS OF OWNER: APPROXIMATE AREA: .66 acre PRESENT ZONING: Industrial PRESENT LAND USH: Vacant Triad Machine Tool Co 7881 W. 48th Avenue Wheat Ridge, CO 80033 SURROUNDING LAND USE: N: I-7 D, S, E, W: Various commercial & industrial uses SURROUNDING ZONING: S, E & W: Industrial, N: A-1 DATE PUBLISHED: June 8, 1995 DATE POSTED: June 8, 1995 DATE LEGAL NOTICES SENT: June 7, 1995 AGENCY CHECKLIST: ( ) ATTACHED (XX) NOT REQUIRED RELATED CORRESPONDENCE: (XX) ATTACHED ( ) NONE ENTER INTO RECORD: (XX) Comprehensive Plan (XX) Case File & Packet Materials (XX) Zoning Ordinance ( ) Slides ( ) Subdivision Regulations (XX) Exhibits ( ) 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-95-3/Page 2 2. REQUEST The applicant is requesting approval of a Class II Special Exception to allow the construction of a commercial building in the 100-year flood plain. In accordance with the FEMA Flood Insurance Rate Map, the property is located within the Clear Creek 100-year-flood plain. Referrals of the flood plain analysis were sent to Bob Goebel, Director of ',Public Works and Bill DeGroot of the Urban Drainage and Flood Control District. It is the opinion of Mr, Goebel and Mr. DeGroot that the statements made by Roger Venables of ADG Engineering are in accordance with the City's Flood Plain Ordinance. They have also. concluded that construction of the building will not negatively impact the capacity of the flood plain. For these reasons a recommendation of approval is given to allow construction in the 100-year flood. plain with the condition that the finished first floor elevations be no lower than 5318.0' and that certification of these elevations be done by a registered engineer at the time foundation forms are put in place prior to the placement of concrete. 22. CONCLIISIONS & RECOMMENDATION Staff concludes that construction of a commercial building at 7881 W. 48th Avenue will have no negative effect on the Clear Creek 100-year flood plain. Therefore, a recommendation of APPROVAL is given for-Case No. WF-95-3 with the following conditions: 1. The finished first. floor elevations be no lower than 5318.0' above sea level and that a certification of elevation be done by a registered engineer at the time foundation forms are set prior to placement of concrete. 2. All other floodproofing provisions specified in Section 26-206 (F) of the Wheat Ridge Code of Laws be followed. RECEPTION N0. F0010760 5.00 PG: 0001-001 742 RECORDED IN JEFFERSON COUNTY, COLORADO 1/30/95 11:45 t, ~ la l~` i OFFIGIf~L ZONING M,°~i' WH~I~T RIDGE GOLORf~DO MAP ADOPTED .Ina I5, 1994 Laet Revisiav Jar~y 9, 1995 .= ., r, ,-,~ 100-YEhR FLOOD PLAIN ~__i (APPROXIMATE LOCATION ZONE DISTRICT BOUNDRY - PARGEL/LOT $QUh1DRY mESIGNATES Ot^UJERSHIp) ~ CITY LIMIT Llt~ -'--- WhT't=i2 FEATURE • DENOTES MULTIPLE ADDRESSES SW 14 e ^_ o u ao~ ,~~ DEPARTtBf~ OF R.MNN6 MD DEYftOFT81f - ~5-7D52 PUBLIC HEARING SPEAKERS' LIST CASE NO• WF-95-3 DATE: June 22, 1995 REQUEST: An application by ADG Engineering fora Special Exception permit to allow the construction of a commercial building within the Clear Creek 100-year flood plain. Said property is located at 7881 W. 48th Avenue. Position On Request; (Please Check) { SPEAKER'S NAME & ADDRESS (PLEASE PRINT) i IN FAVOR i OPPOSED , /2oc, E'2. t~L nl A RrG L $ - LI 1~G C-'IJG 1L, 7~p W , y~sdh r nc~ --- I f _. f I ~- ADG ENGINEERING, INC. L CONSULTING ENGINEERS & LAND SURVEYORS 770 WEST HAMPDEN AVENUE, SUITE 250 ENGLEWOOD. COLORADO 80110 PHONE: (303) 761-5142 FAX: (303) 761-5143 %~~ ACEC #6103AFLR.CRT 3 JUNE 1996 CITY OF WHEAT RIDGS P.O. BOX 638 7500 WSST 29th AVENUE WHSAT RIDGS, COLORADO 80033 ATTN: GREGORY D. MOBERG, PLANNER RE: 7885DWESTH48thT~LENUE~WHEATTRIDGS N Dear Mr. Moberg; This letter is to certify that the new construction has been constructed as per plan with a finished floor elevation of 5318.0 USGS. This is one foot above the computed 100 year flood plain for this site. If you have any questions please call. Yours _Tr-~' -- Ro r N. Project .~ . G eta 5 I,ITY OF WHEAT RIDGE _.._2.11n nr~ ! JUN 0 4 X996 -~T511 PLANNING & DEVELOPMENT ~. ADG ENGINEERING. INC. ~`I1 CONSULTING ENGINEERS & LAND SURVEYORS ACEC 770 WEST FiAMPDFN AVENUE, SURE 250 FNGLEWOOD. COLOR4D0 80110 PHONE (303) 761-5142 FAX: (303) 761-5143 TRIAD MACHINE TOOL 48th AVENUE, JUST WEST OF WADSWORTH BOULEVARD DRAINAGE REPORT / FLOOD PLAIN ANALYSIS 22 MAY 1995 PREPARED FOR: TRIAD MACHINE TOOL 7881 WEST 48th AVENUE WHEAT RIDGE, COLORADO 80033 JOB NO. 6103A INDSx ITEM PAGE SCOPE AND PURPOSE OF REPORT ..................................1 SITE DESCRIPTION .............................................1 GENERAL DESCRIPTION ..........................................2 DESIGN CONDITIONS ............................................2 EXISTING AND PROPOSED DRAINAGE FACILITIES ....................2 CONCLUSION ...................................................3 APPENDIX VICINITY MAP .................................................1 DESIGN COMPUTATIONS ..........................................2 HEC2 EXISTING CONDITIONS .....................................3 HEC2 PROPOSED CONDITIONS .....................................15 CLEAR CREEK MAJOR DRAINAGE WAY PLANNING SHEET 4 of 14........27 REDUCED COPY OF DRAINAGE AND GRADING PLAN ~1 ~1 TRIAD MACRINB TOOL DRAINAGB REPORT / FLOOD PLAIN ANALYSIS 1. SCOPE AND PURPOSE OF REPORT ' The purpose of this report is to determine the drainage and flood plain requirements for construction of a new structure ' for Triad Machine Tool. The proposed drainage facilities are based upon computations of peak runoff for a 100-year ' frequency storm carried in the Clear Creek Drainage. All computations in this study are prepared in accordance with the ' Urban Storm Drainage Criteria Manual by DRCOG and Major Drainage way Planning for Lower Clear Creek: Phase B, Oct. 1981. 2. SITS DESCRIPTION The proposed development property is bound on the south easterly side by 48th Avenue, the north side by I-70 and the ' west side by an existing development. It is in the SW 1/4, Section 14, T. 3 S., R. 69 W of the Sixth Principal Meridian, City of Wheat Ridge, County of 3efferson. It is located within the Clear Creek Flood Plain as shown on the FIRM map no. 085079 0005 for Wheat Ridge dated Feb. 4, 1988_ The topography of the site is almost level with a slight slope to the east. ' Drainage from the site is sheet flow to the east boundary of ' the site. -1- L !! 3. GENERAL The local surface drainage system is existing for the site and has been upgraded by the I-70 construction presently underway. An on site investigation of the property was made to determine the drainage requirements. The property is in the Clear Creek flood way and will require special consideration for construction. The 100 year rainfall intensity used for this study is in accordance with the DRCOG charts. The floodway flow is from the drainage way study. 4. DESIGN The following design conditions were maintained in this study: Rainfall Intensity: 100 Year I hour 2.65 in./hr. 100 Year Flood Flow in Clear Creek 14,520 cfs 5. EXISTING AND PROPOSED DRAINAGE FACILITIES At present the runoff generally flows in an easterly ll direction. The undeveloped portion of the site flows easterly to the developed portion of the property. Street flows along the property are carried in the ditches of the street to the catchbasins. Offsite drainage is parallel to the site. The total elevation difference across the site is 3 feet. A more definitive map showing the proposed area is presented on the enclosed drainage map. The proposed drainage will be handled -2- i~ in a similar manor to the existing, excepting that the new construction will be raised out of the flood plain. The total area of the Triad Machine Tool site is 1.31 acres. The portion of the site to be raised out of the flood plain is 0.37 acres. 6. CONCLUSION All runoff from the proposed development will be handled in accordance with the Triad Machine Tool Drainage and Grading Plan. Surface flows are sheet flow to minimize any adverse effects. The building elevation is set one foot above the flood level so that there will be no threat of inundation from the 100-year flows. A HEC 2 analysis of the effects of the proposed construction is included in the appendix and shows a less than 0.1 foot change in water surface elevation and a less than 0.7 cfs change in velocity of the flow in Clear Creek. The proposed construction will have minimal effect on the existing flood plain. No detention is provided because of the property location within the flood way. -3- i~ i~ n LJ APPBNDIX q ADG ENGINEERING, INC. CONSULTING ENGINEERS D & LAND SURVEYORS 750 W. HAMPDEN AVE., SUITE 150 ENGLEWOOD, COLORADO 80170 PHONE: (303) 7615142 JOB NO. ~/n6'" -" DATE ~t/S! 9s PROJECT Ti¢/AD MA~~G` TOOL SUBJECT BY SHEET NO. N ~ M ~J VlGIN f~ MA~ P _ ..~___ ~ ADG ENGINEERING, INC. CONSULTING ENGINEERS & LAND SURVEYORS 770 WEST HAMPDEN AVENUE, SUITE 250 eNCltwooD. co~oaAOO eo77o PHONE: (303) 767-5142 FAX: (303) 767-5143 ~~, ACEC #6103A TRIAD MACHINE 22/5/95 DESIGN COMPUTATIONS: REFERENCE: "URBAN DRAINAGE CRITERIA MANUAL" ANALYSIS USING HECZ DESIGN AREA: 1.31 ACRES ( 0.37 ACRES TO BE RAISED OUT OF FLOOD PLAIN) SITE: TRIAD MACHINE TOOL S.W. 1/4, SEC. 14, T. 3 S., R. 69 W. OPED FLOWS: ANALYSIS OF CLEAR CREEK USING HEC2 100 YR. FLOOD FLOW - 14,520 cfs (FROM MAJOR DRAINAGE WAY PLANNING DOCUMENT OCT. 1981) ^ SUMMARY: ' DIFFERENCES BETWEEN EXISTING AND PROPOSED OCCUR AT STATIONS 458.50 AND 459.75 WHICH ARE UPSTREAM AND DOWNSTREAM OF THE ' PROPOSED FILL. AT THE UPSTREAM STA 459.75 THE WATER SURFACE ELEVATION RAISES 0.08 ft (1") AND LOWERS 0.05 ft (5/8") AT THE ' DOWNSTREAM STA 458.50. THEREFORE THERE IS MINIMAL EFFECT CAUSED BY THE PROPOSED FILLING FOR THE NEW BUILDING ' -2- 1 0 LI t OS-19-95 14:20:35 ~1 THIS HUN E%ECUTE6 05-19-45 1~~~ ' *##*#*******##if*****#f******###********#*##*****# ' FR T1 TRIAO MACHINE TOOL 100YR. FLOOD PLAIN T2 WAEAT RIDGE, COLOAA00 T3 ERISTING CONDITIONS J1 ICHECH INQ NINV IDIR STRT ' a. 2. o. 6. .oooo6a J2 NPROF IPLOT PRFYS XSECY XSECA ' -1.000 1.000 2.000 2.000 25.000 J3 VARIABLE CODES FOR SUMMARY PRINTOUT 38.000 43.000 1.000 2.000 42.000 ~, HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORK - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 ISM-PC-%T VERSION AUGUST 1985 *#********##*****#*##*#**#**#********#***##****##* 39.000 5.000 3.000 .000 .000 METRIC HVINS Q WSEL FQ .ao .o o. 5312.o6D .oao FR ALLDC IBW CHNIM ITRACE .000 -1.000 .000 .000 .000 33.000 8.000 4.000 25.000 2fi.000 000 .000 .000 .660 .000 PAGE 1 NC .066 .060 .040 .100 .300 .000 .000 .000 .000 .000 ' QT 1.000 14520.000 .000 .D60 .000 .000 .000 .000 .000 .000 X1 449.25D 11.006 420.000 576.000 .ODD .000 .000 .000 .060 .000 GR 5365.000 .000 5360.000 50.000 5330.000 240.000 5310.000 420.000 5306.000 430.600 GR 5304.000 500.000 5306.000 550.000 531D.000 570.000 5312.000 610.006 5312.OOD 900.D00 ' GR 5315.000 920.000 .OOD .000 .000 .000 .000 .D00 .000 .000 Al 451.500 15.000 485.000 625.000 70.006 380.666 225.006 .000 .000 .000 ' GR 5369.000 .000 5360.000 85.000 5320.000 165.000 5315.000 206.000 5310.000 240.006 GR 5308.000 360.600 5306.000 485.006 5364.500 500.000 5306.000 560.600 5308.600 600.000 GR 5310.D00 625.000 5316.000 670.060 5320.000 750.D60 5322.000 906.000 5322.000 1000.000 ' %1 456.000 15.006 426.000 54D.000 496.000 385.000 450.000 .000 .066 .660 GR 5368.000 100.000 5360.000 180.000 5320.000 250.000 5314.000 290.600 5312.000 3D6.000 GR 5310.000 426.000 5308.000 460.000 5306.000 486.000 5305.500 SDO.ODQ 5306.OOD 525.D06 ' GR 5316.000 540.OD0 5312.000 740.000 5312.000 980.000 5318.600 1000.000 5318.666 110D.060 ' 3 I! 05-19-95 14:2D:35 ' %1 458.500 20.000 360.000 GR 5368.OD0 100.000 5360.000 • GR 5312.000 360.000 5310.000 ' GR 5310.000 540.000 5312.000 GA 5312.500 900.000 5313.000 ' R1 459.750 19.000 415.000 GR 5368.000 100.000 5360.000 GR 5310.000 470.000 5308.000 I ' GR 5312.000 550.000 5314.000 GR 5316.000 890.000 5316.000 X1 462.800 13.000 385.000 GR GR GR ' %1 GR GR 5368.000 5312.000 5316.000 467.000 5372.000 5312.000 100.000 410.000 660.000 ll.ooo 100.000 470.ooa 5360.000 5311.000 5318.000 45a.DOo 5360.000 5311.000 I ' GR 5321.000 1000.000 .000 EJ .000 .000 .000 I , 1 ~J ~J I t I PdGE Z 600.000 115.000 445.000 250.000 .000 .000 .000 225.000 5320.000 270.000 5316.000 300.000 5314.000 310.000 470.000 5308.000 480.000 5307.000 500.000 5308.000 525.004 600.000 5313.000 750.000 5314.000 800.000 5312.000 830.000 1000.000 5316.000 1050.000 5318.000 1080.000 5319.000 1200.000 76D.000 80.000 230.000 125.000 .000 .000 .000 300.000 5320.000 370.000 5316.000 390.000 5312.000 415.000 480.000 5307.200 500.000 5308.000 540.000 5310.000 545.000 760.000 5316.000 830.000 5315.000 85Q.000 5314.000 880.000 1000.000 5318.000 1100.000 5319.000 1200.000 .000 .000 660.000 335.000 260.000 305.000 .000 .000 .000 230.000 5320.000 335.000 5318.000 360.000 5314.000 385.000 480.000 5310.800 500.000 5312.000 550.000 5314.000 580.000 1000.000 5319.000 1090.000 5320.000 1200.000 .000 .000 720.000 510.000 265.000 420.000 .000 .000 .ooo 210.OOD 5320.000 300.000 5316.000 330.000 5314.000 450.000 500.000 5312.000 525.000 5318.000 540.000 5320.000 720.000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 .000 ~' ¢_ ~~ ~' OS-I9-95 14:20:35 SECNO DEPTH CWSEL CRIWS WSELR EG HY HL OLOSS BANK ELEV Q QLOB QCH QROB ALOB ACH AROB V06 TWA LEFT/RIGHT TINE VLOB VC$ YROB XNL XNCH %NR WTN ELNIN SSTA SLOPE %LOBL XLCH %LOBR ITRIAL IDC ICONT CORAR TOPWID ENDST *PROF 1 ' CRITICAL DEPTH TO BE CALCULATED AT ALL CROSS SECTIONS CCflV= .100 CEHV= .300 *SECNO 449.250 3720 CRITICAL DEPTH ASSUMED 449.25 9.11 5113.11 5313.11 5312.00 5315.14 2.03 .00 .00 5310.00 14520. 121. 13386. 1013. 44. 1127. 411. 0. 0. 5310.00 .00 2.78 11.88 2.46 .060 .040 .060 .000 5304.00 391.99 .007025 0. 0. 0. 0 13 0 .00 515.43 901.42 a ' *SECNO 451.500 3301 HV CHANGHD NORE THAN HVINS ' 451.50 10.45 5315.45 5311.27 .00 5315.82 .38 .52 .16 5306.00 14520. 6740. 7581. 199. 1947. 1263. 111. 10. 3. 5310.00 .01 3.46 6.00 1.79 .060 .040 .060 .000 5304.50 196.89 ' .001391 T0. 0 225. 380. 2 19 0 .oa 468.94 665.83 *SECNO 456.000 456.00 10.64 5316.14 5313.90 .00 5316.51 .37 .68 .00 5310.00 ' 14520. 1945. 6831. 5T45. 664. 1059. 2053. 46. 9. 5310.00 .04 2.93 6.45 2.80 .060 .040 .060 .000 5305.50 275.64 .00166fi 490. 450. 385. 2 14 0 .00 718.14 993.82 '' D *SECNO 458.500 458.50 9.70 5316.70 5314.51 .00 5317.08 .38 .57 .00 5312.00 14520. 521. 923T. 4763. 204. 1575. 1719. 74. 15. 5312.00 .06 2.56 5.87 2.77 .060 .040 .060 .Q00 5307.00 294.78 ' .002034 115. 250. 445. 2 13 0 .00 765.67 1060.44 0 *SECNO 459.750 ' 459.75 9.61 5316.81 5315.44 .00 5317.62 .81 .41 .I3 5312.00 14520. 229. 13544. 746. 72. 1819. 347. 85. 17. 5314.00 .06 3.19 7.44 2.15 .060 .040 .060 .000 5307.20 385.94 ' .004392 80. 0 125. 230. 2 14 D .00 654.69 1040.63 PAGE 3 t S ' OS-19-45 14:20:35 SHCNO DHPTH CWSHL CRIWS WSELX EG ~ Q QLOB QCH QROB ALOB ACH TINE VLOB YCH VROB XNL XNCH SLOPE XLOBL ALCH XLOBR ITRIAL IDC ' *SECNO 462.800 i ' 462.80 7.32 5318.12 5317.39 14520. 174. 13519. 827. .O7 3.26 4.15 2.15 ' .006456 335. 305. 260. 0 *SECNO 467.000 3280 CROSS SECTION 467.00 E%TENDED ' 467.00 14.24 5321.24 5319.64 14520. 5153. 9051. 316. ' .09 6.08 7.56 1.53 .005729 510. 420. 265. 0 .00 5319.34 53. 1477. .060 .040 2 16 .24 FEET .00 5322.00 847. 1197. .060 .040 2 11 HY HL AROB YOL %NR WTN ICONT CORAR 1.22 1.60 384. 99. .060 .000 0 .06 GLOSS TWA ELMIN TOPWID .12 22. 5310.80 653.11 BANK ELEV ~EFT(RIGBT SSTA ENDST 5314.00 5316.00 358.40 1011.51 .76 2.62 .05 5314.00 207. 119. 27. 5320.00 .060 .000 5311.00 297.21 0 .00 762.19 1000.00 PAGE 4 6 ' CROSS SECTION 449.25 STREAK EXISTING CONDITIONS DISCHARGE= 14520. PLOTTED POINTS (BY PNIORITY)-H=BOTTOM BRIDGE,T=ROP BRIDGE,%=GROUND,W=WATER SURE=ENBRGY GRADIENT,C=CRITICAL WSEL ' ELEV 5300. 5302. 5304. 5306. 5308. 5310. 5312. 5314. 5316. 5318. 5320. ' STA-FEET 8560 %SEC POINT-A EL,ST- 5365.D0 .00 2 0.. ' Z5. . 8560 %SEC POINT-X EL,ST- 5360.00 50.00 3 50.. 75.. ' I00. . 1ZS.. ' 150.. 175. . 200. . 225.. 8560 %SEC POINT-R EL, ST 5330.00 240.00 : ' 4 250. . 215.. 300.. 325.. 3SD.. X 375.. .% ' 400.. 6 4Z5.. %%%%ABX%%%%%%%%%%%%%% X W E E 450.. % W E . 475.. % W E 7 500.. W E ~ 525.. X W E 8 550.. X W E 9 575.. % W E ' 10 6D0.. X W E fi25.. % W E 650.. X W E 675.. % W E ' 700.. X W . E 725.. X W E 750.. % W E 775.. X W E ' 800.. % W . E 8Z5.. A W fi 850.. X W 8 875.. X W E 11 900.. X W E 12 925.. XE X X X % X X X X X %. BANR; BANR. J CROSS SECTIDA 451.60 STREAA ERISTIA6 COADITIDRS DFSCRnRDE= 14520. FEDTTEB EOIATS (BY PRIORITY)-B=BOTTOM BAIDGE,T=TOP BBIDBE,R=GRODAD,W=W3TER SDB,E=EAERSY SRADIEAT,r,rgrmlC~I uccl ' ELEV 5300. 5302. 5304. 5306. 5308. 5310. 5312. 5314. 5316. 5318. 5320. ' STR-FEET 8560 %SEC POIAT-R EL,ST- 5369.00 .00 2 a 25.. . R X 50.. ~ % 8560 XSEC FDIAT-X EL,ST- 5360.44 85.00 3 7S.. R ' 10a.. . R 125.. R 150... 4 175.. ~ % ~ ~ 5 200.. . R W E. 225.. X. W E. 6 250.. R C W E. ' 275.. X . C W E. , 300.. % C W E. . 325.. R C W E. . ' 7 350.. • % C W E. ; 375.. R . C W E. . 40a.. R C W E. 425.. 450.. X . R C C W E. W E. 8 475.. A C W E. BANE. 9 500.. % C W E. 525.. R G W E. 1a 550.. X C WE. 575.. % C W E. ii 600.. R C W E. 12 625.. % C W E. BRAR 65a.. % W E. : 13 675.. % 7aa.. . . R 725.. X 14 550.. ~ 775.. R 80a.. R ' 825.. . R 850.. R 875.. ' 15 9aa.. X • X 925.. R 95a.. R 1 s ~! nnnVy mm~wrn,~r arc nn ~ev,vy ••• "u%iGTi!~G .n i°,".:T I ^'. i STREA" ' OPSoRARGE= 14520. PLOTTED POINTS (BY PRIORITY)-B=BOTTON BRIDGE,T=TOP BRIDGE,x=GROUND,W=WATER SURE=ENERGY GRADIENT,C=CRITICAL WSEL ' ELEV 5300. 5302. 5304. 5306. 5308. 5310. 5312. 5314. 5316. 5318. 5320. ' STA-FEET 8560 XSEC POINT-% EL,ST- 5368.00 100.00 2 100.. X ' 125.. % 150.. % 8560 %SEC POINT-% BL,ST- 536x.00 180.00 3 175.. % ' 2oa.. x 225.. % 275.. .X E 6 300.. %xx%%XXRXRR .W E 325.. % . C .W B 35x.. X C .W E ' 375.. X C .W E 400.. . % C .W 8 1 425.. % C .W E BANK. ' 8 450.. R C .VI B 9 475.. x C .W E . la sao.. x . C .W E 11 525.. 12 550.. X % C C .W E .W E BAN%. 575.. .X C .W E 600.. x C .W E 625.. % C .W E 650.. x C .W E . 675.. % C .W 8 7aQ.. X . C .W E 725.. %. C .W E 13 750.. % C .W E 775.. X C .W E 800.. x C .W E 825.. x C .W E , 850.. x C .W E 875.. x C .W E 900.. R C .W & ' 925.. R C .W E . 950.. R C .W E 14 975.. x C .W E ' 151000.. % 1025. , x 1050.. % q CRASS SECTION 958.50 t STREAM EXISTING CONDITIONS DISCN.ARGE= 19520. ' PLOT.TEO POINTS (BY PAtORITY)-B=HOTFON BRIDGE,T=TOP BRIDGE,%=GROUND,N=4lATEA SURE=ENEEGY GRADIENf,C=CRITICAL WSEL ELEV 5300. 5302. 5309. 5306. 5308. 5310. 5312. 5314. 5316. 5318. 5320. ' STA-FEET 8560 XSfiC POINT-X EL,ST- 5368.00 100.44 2 iQO. ' 125. 15Q. . 115.. 20Q. . i 6560 %SEC POINT-% EL,ST- 5360.00 225.00 ? 2Z5.. Z50.. ' 4 275.. ~ X 6 300.. X%%%%%XX%%X A B 325.. X C W E 7 350.. % r N fi ' 375.. X . C tl fi 900.. % C A fi 925.. % C N E 95Q.. .X C B fi ' 9 975.. %%AXX%%XXXX C H E 14 500.. % C B E 11 525.. X C H E ' 12550.. % C NE 575.. % C & B 13 6Q0.. % C S1 E 6Z5.. 'X C B E ' 650.. . % C N fi 675.. % C W E 725.. X C N E ' 19 750.. % C W fi 775.. X . C N E 15 BOA.. ' 16 825.. % % C C H E W E BSA.. .% C . B E 875.. . % C W B 11 400.. % C N °- ' 925.. % C Y fi 950.. % C W E 975.. X C W E 181000.. X C W fi ' 1025.. A . W 5 241050.. % 4f E v x A X R X BANx. BANK. !O t CnOSS Sn"CTION 459.75 STREAri EXISTING CONOITiONS ' OLSCn"ARGE= 14520. PLOTTEB POINTS jBY PRIORITY}-B=BOTTON BRIDGE,T=TOP BRIDGE,Z=GROUND,W=WATER SOR,fi=ENERGi GRARIBNT,C=CRITICAL WSfiL ' ELEV Sss"00. 5302. 5304. 5306. 5308. 5310. 5312. 5314. 5316. 5318. 5320. ' STA-FEBT 8560 XSEC POINT-X BL,ST- 5368.00 100.00 t 2 100.. 125. . 150.. 175.. ' 200.. 225. . Z50.. 275.. 8560 XSEC POINT-A . 6L,ST: 5360.00 30Q.00 3 300. . 325.. 350.. 4 375.. g 5400.. X W E. 6 425.. X C W E. ' 450.. % C W E . ; 8 475.. %AAAX%%A%XX C W E . 9 500.. A C W E. ;' 525.. A. C W E . 12 550.. %%A%AA%AAXAXAIAAYAYXX C W B . 575.. .X C W E . 600.. . A C W fi . 625.. X C W 8 . 650.. % C W E . 675.. X C W fi . 700.. A C W E . 725.. A . C W E . 13 750.. % C W B . ~ 775.. A C W E. 800.. A W fi . '' 14 825.. A W fi . 15850.. AC W fi. ~ 16 875.. % C W 8 . ' 17900.. A W fi. 925.. X W E . 950.. A W 8 . 975.. X W E . t 18I000.. X W 8 . 1025.. AW E . 1050.. A fi . X X X X A X X X A BANA. BANG. ' CROSS SECTION 462.80 STREAK EXISTING CONDITIONS ' DISCHARGE= 14520. PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE,R=TOP BRIDGE,X=GROUND,W=WATER SURE=ENERGY GAAOIBNT,C=CRITICAL WSEL ' ELEV 531a. 5312. 5314. 5316. 5318. 5320. 5322. 5324. 53Zfi. 5328. 5330. ' STA-FEET 8560 XSEC POINT-R EL,ST- 5368.00 100.x6 2 lox.. 125. . 150.. 175.. 2oa.. 8560 %SEC POINT-R EL,ST- 5360.00 230.00 3 225.. , 25x.. 27s. . 300.. , 4 325.. X ' S 350.. %W E 6 375.. R C .W E 7 400.. % C ,W E , 425.. X . C .W E ' 450.. % C .W E 8 475.. X C .W E 9 500.. R C .W E . 525.. R C .W E . ~' IO 550.. X C .W H 11 575.. _ X C .W E ', 600.. R C .W E 625.. % C .W E ' 12 650.. X C .W E , 675.. .R C .W E 700.. .% C .W E 725.. . X C .W E 750.. % C .W E T7S.. X C .W E 800.. % C .W g 825.. R C .W E ' 850.. XC .W E 875.. R .W E 900.. % .W E ~' 925.. X .W E 950.. %.W B 975.. %W E ' 131000.. gW g . 1025.. .X E 1050.. ' . R E . X X X x X x x R X . BANE. BANE. 1 Z' CROSS SECTION 467.00 STREAM EXISTIRG CONDITIONS ' DISCUARGE= 14520. PLORTED POENTS (BY PRi,ORITY?-E=80~'TOM BRIDGE,T=POP BRIDGfi,%=GROt1NO,W=WATER SURE=ENERGY f,RADIENT,C=CRITICAL WSEL ELEV 5310. 5312. 5314. 5316. 5318. 5320. 5322. 5324. 5326. 5328. 5330. ' STA-FEET 8560 XSEC POINT-X EL, ST- 5372.00 100.00 ' 21aD.. i25. . 150.. L75.. 8560 XSEC POINT-X EL,ST: 5360.00 210.00 3 200. . 225.. ' 250.. 275.. X 4 300.. % W B 5325.. X C. W E ' 350.. X . C . W E . 375.. X C . W E 400.. R C . W 8 425.. . X C . W E ' 6450.. .. X C. W E 7 475.. X C. W E 8 500.. % C . W E 9 525.. % C . W E 10550.. % C. W E 575.. .% C . W E 600.. X C . W E 625.. % C . W E 650.. % C . W E 675.. %C . W E 700.. % . W 8 11 725.. X W E 750.. R W E 775.. .% W E ' 800.. .% W E 825.. X W E 850.. . % W E 875.. X W E ' 400.. % W B . 425.. A W E 950.. % W B 975.. X W E ' iZI000.. XW E NRD= 0 ELLC= 9999949.00 BLTRD= 9999999.00 X X X x X X X BAN%: BANK: 13 II` 1 05-I9=95 14:20:35 I THIS HUN E%ECUTED 05-L9-95 HECZ RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 IBM-PC-%T VERSION AOGUST 1985 *%**#######***}*******lt******###***#**********%#** F R SECTION * NUMBER'IND ICATES MES SAGE IN SU MMARY OF ERRORS LIST NOTE- ASTERISH ( ) AT LEFT O C OSS- E%iSTLNG CONDITIONS SUMMARY PRINTOUT ' SECNO Q CWSEL CRIWS ELHIN R*CHSL DEPTH TOPWID AREA * 449.250 14520.00 5313.11 5313.11 5304.00 .00 9.11 515.43 1582.62 451.544 14520.D0 5315.45 5311.27 5304.54 Z.2Z 10.95 468.94 3321.94 t 456.000 14520.00 5316.14 5313.94 5305.50 2.Z2 10.64 718.14 3776.69 458.504 14520.00 5316.70 5314.51 5307.00 6.00 9.74 765.67 3497.67 ' 459.750 14520.40 5316.81 5315.44 5307.20 2.60 9.61 654.fi9 2237.77 800 14520.00 5318.12 5317.39 462 53ID.80 11.80 7.32 653.11 1914.72 . ' ' 467.000 14520.04 5321.24 5319.64 5311.00 .48 10.24 2250.fi8 702.79 '1 05-I9-95 14:20:35 SUMMARY OF ERRORS flND SPECIAL NOTES ' CAUTION SECNO= 449.250 PROPILE= 1 CRIT ICAL DEPTH ASSUMED '1 05-19-95 14:20:39 VCR %LCH 11.88 .04 6.00 225.00 6.45 450.00 5.8T 250.00 7.44 125.00 9.15 305.00 7.56 420.04 PAGB 5 14E*S EG 70.25 5315.14 i3.9I 5315.82 16.fifi 5316.51 20.34 53I7.08 43.92 53I7.fiZ fi4.56 5319.34 57.29 5322.00 PAGE 6 PAGB 1 l4 '~~ ' , OS-i9-95 15:06:02 ' xxxttttxxttxtxxxtxxxxxxxxxxxxxxxxxxxxtxxxtxtxtxxxx HECZ RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - O1,UZ,03,04,U$,06 ' 3VULFICHiiu7[ - SU,SI,SG,SJ,Si,SS,SO l~r.-YC-xx vcRSiun AuvuaT lYJJ • •' 'i'ii' 'L ii~i'iiiii iiii FE FiEEiiIEFEFEEET,Ft1[EFFFE F..E.._E333_. ........3......__....... ' l~R Tl '1'RIBll tlACfl1DUS 1'UUL lUUYH. YLUUD PL91N 'YL AABEx' H1UUtt,1LULUHAUU ' 1J CAVYUJAU lUAU11'LUNJ Jl 1.(.C6L11 LA~1 A1nY lULA JL n'1 ' u. Z. u. 0. .uuuuuu J'L aPa6F LPLul r""neJS ASECV %SEC"n -1.000 1.000 2.000 2.000 25.000 ' J3 YAEIABLE COOES FOR SUMMARY PRIRTOUT 38.000 43.000 1.000 2.000 42.000 I t 39.000 5.000 3.000 .000 .000 A81'n1U AYlAJ .UV .a FR ALLDC .000 -i.000 THIS RUN E%ECUTED 05-19-95 ~ - - IIJAL t~j D. 5'J 1'L.66U .66V aii CERiM iTRACc .000 .000 .000 33.000 8.000 4.000 25.000 26.000 000 .000 .000 .000 .000 PAGE 1 NC .060 .060 .040 .100 .300 .000 .OOD .000 .000 .000 ' QT 1.000 14520.000 .000 .000 .000 .000 .000 .000 .000 .000 %I 449.250 11.000 420.000 570.000 .000 .000 .OOD .000 .000 .000 GR 5365.000 .OOD 5360.000 50.000 5330.000 240.000 5310.000 420.000 5306.000 430.000 ' GR 5304.000 500.000 5306.000 550.000 5310.000 576.000 5312.000 610.006 5312.000 900.000 GR 5315.000 920.000 .006 .000 .600 .D00 .006 .600 .000 .000 %1 451.500 15.060 485.000 625.000 70.006 380.000 225.000 .000 .600 .660 ' GR 5369.000 .000 5360.D66 85.060 532D.600 165.000 5315.000 200.000 5316.000 240.000 GR 5308.600 360.006 5306.000 485.000 5304.500 SOD.000 5306.000 560.000 5368.660 600.600 GR 5310.000 625.000 5316.OD6 676.OOD 5320.400 750.000 5322.OOD 900.D06 5322.OOD 1000.006 ' %I 45fi.060 15.006 426.000 540.600 490.000 385.600 450.600 .000 .060 .066 GR 5368.000 100.000 5360.000 180.000 5320.000 250.000 5314.000 290.000 5312.000 306.000 GR 5310 060 420 000 5308 000 460.660 5366.OOD 480.006 5305.560 500.000 5306.060 525.000 ' GR . 5310.600 . 540.060 . 5312.000 740.000 5312.D00 980.OOD 5318.000 1600.000 5318.000 1106.060 1 ~s E~ ' OS-19-95 i5:0o:02 %1 458.500 26.04x 360.006 GR 5368.000 IOO.OOD 5360.000 GR 5312.000 360.060 5s10.460 GR 5310.060 54x.00D 5"s12.000 GR 5314.000 900.000 53i8.6D0 ' %1 459.750 19.006 415.000 GR 5368.000 100.000 5360.600 GR 5310.660 470.060 5308.066 ' GR 5312.000 550.000 5314.000 GR Ss'I8.000 890.000 5319.000 %I 462.800 13.000 385.000 ' GR 5s68.000 100.000 5360.000 GR 5312.000 4I0.000 5311.000 GR 5316.000 66D.000 5318.000 ' xI 467.0x0 ll.oa6 450.060 GR 5372.000 140.000 5360.OD6 GR 5312.000 470.000 5311.000 GR 5321.000 1000.006 .000 RJ .000 .000 .000 I I I , I I ~~ PRG6 2 644.000 i15.04v 445.004 254.000 .000 .ooo .000 2Z5.uG0 5320.000 270.x00 5316.000 300.000 5314.000 3i0.D06 470.000 5s68.444 480.000 5307.000 540.044 5s68.000 525.000 606.606 5313.OOD 75D.600 5314.000 80x.000 S31Z.600 830.x00 1000.000 5316.000 1050.000 5318.000 1080.000 5319.000 1200.OOG 760.000 86.666 23x.006 125.000 .60x .000 .000 300.000 5320.000 370.000 5316.000 390.000 5312.000 415.000 480.000 5307.200 500.000 53x8.000 540.000 5310.000 545.000 760.000 5316.000 830.x00 5315.400 850.000 5316.600 880.040 1000.000 5319.000 1100.006 5320.000 1200.000 .000 .000 fi60.000 335.004 266.000 305.000 .000 .000 .6x0 230.000 5320.000 335.000 5318.x00 360.000 5314.400 385.040 480.000 5310.800 500.000 5312.000 556.000 5314.000 580.000 1000.x06 5314.000 1090.000 5320.000 1100.000 .x00 .666 720.000 510.000 265.000 420.000 .000 .ODO .000 210.000 5320.000 300.000 5316.000 33x.006 5314.600 45x.000 500.000 5312.000 525.060 5318.004 540.000 5320.x00 720.000 .000 .606 .000 .000 .060 .000 .000 .000 .060 .000 .000 .000 .060 .000 10 ~, ~~~, 05-L9-"r5 i5[06:G2 ~1 SECHO DEPT& CWSEL CBIWS WSELE EG BV ~ OLOSS BANE ELEY Q QLDB QCH QROH ALOB ACH AROB VOL TWA LBFT(HIOHT TIHE VLOH VCH .VRDB XNL XNCH XHA WTN ELNIN SST.A SLOPE %L08L %LCR %LOBR ITRIAL IDC ICONT CORAR TDPWID ENDST ' *PADF 1 i CRIT?CAL DE"TR TC 8E "ALCDLATED AT ALL C..^,DSS SECTIOR: 1 CCAV= .100 CEHV= .300 *SECNO 444.250 3720 CRITICAL DEPTH ASSUNED 449.25 9.11 5313.11 5313.11 5312.00 5315.14 i4520. 12i. i338b. i033. 44. ii27. .40 2.78 11.88 2.46 .460 .04D ' .007025 0. 0. 0. 0 13 0 *SECRO 451.500 3301 flV CHAN08D BORE THAN HVINS 451.50 10.95 5315.45 531I.Z7 14520. 6740. 7581. 199. .01 3.46 6.00 1.79 .001391 . 70. 225. 380. 0 ' *SECNO 456. 456.00 000 10.64 5316.14 5313.90 14520. 1945. 6831. 5745. .04 2.93 6.45 2.80 .001666 0 490. 450. 385. *SECNO 458. 500 I ' 3265 DIVIDED FLDW 458.50 9.65 5316.65 5314.83 14520. 574. 10272. 3674. .05 2.8fi 6.57 2.96 .002572 115. 250. 445. 0 ' *SECNO 459.750 459.75 9.69 5316.89 5315.30 14520. 239. 13809. 472. .06 3.22 7.48 2.32 .004358 80. 125. 230. 0 .00 5315.82 1947. 1263. .060 .040 2 19 .00 5316.51 664. 1059. .060 .040 2 14 .00 5317.11 201. 1564. .060 .044 2 14 .00 5317.72 74. 1845. .D60 .040 2 15 2.03 .DO .00 5310.00 4ii. 0. 0. 5310.00 .060 .DOD 5304.00 391.99 0 .00 515.43 907.42 .38 .52 .16 5366. D0 111. 1D. 3. 5310.D0 .060 .000 5304.50 196.84 4 .04 468.94 663.83 .37 .68 .00 5310.00 2053. 46. 9. 5310.00 .060 .000 5305.50 275.69 0 .00 718.14 993.82 .51 .62 .04 5312.00 1243. 72. 14. 5312.00 .060 .000 5307.00 295.10 0 .00 697.37 1059.80 .83 .46 .30 5312.00 203. 81. 17. 5314.00 .060 .000 5307.20 385.57 0 .00 498.87 884.43 PAGE 3 ' ~~ I 05-i9-95 15:O6:OZ SECNO DEPTH CWSEL CRIWS WSELE EG Q QLOB QCH QROB ALOB ACB TINE dL06 YCH VROH XNL XNCB SLOPE XLOHL XLCH XLOBR STRIAE IDC I I *SECNO 462.800 462.80 7.41 5318.21 5317.39 14520. 179. 13440. 901. .07 3.23 8.46 2.18 ' .006072 335. 305. 260. 0 *SECNO 467.000 3280 CROSS SECTION 467.00 EXTENDED I 467.00 10.21 5321.21 5319.65 14520. 5173. 9054. 293. I .09 6.15 7.63 1.50 .005905 SID. 420. 265. 0 I I I I I I I I .00 5319.37 55. 1499. .060 .040 2 14 .20 FEET .00 5321.48 841. 1186. .060 .D40 2 11 H9 HL ARAB VOL XNR WTN ICOHR CORAR 1.16 1.55 413. 95. .060 .000 4 .00 GLOSS TWA ELNIN TOPWIO .10 2a. 5310.80 661.37 BANK ELEV .EFT/RIGHT SSTA ENDST 5314.00 5316.04 357.39 1018.76 .77 2.58 .04 5314.00 196. 115. Z6. 5320.00 .060 .000 5311.00 297.30 0 .00 702.70 1000.00 PAGE 4 !8 1 CROSS SECTION 449.25 SfiREAu PRGPGSED CONDITIGNS DISCHARGE= 14520. ' PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE,T=TOP BRIDGE,%=GROUND,W=WATER SURE=ENERGY GRADIENT,C=CRITICAL WSEL ' ELEV 530D. 5302. 5304. 5306. 5308. 5310. 5312. 5314. 5316. 5318. 5320. ' STA-FEET 8560 %SEC POINT-X EE,SS'- 5365.Qa .QO 2 0.. 25.. ' 8560 %SEC POINT-X EL,ST- 5360.00 SO.DO 3 50.. 75.. 100. . 125. . 150.. 175.. 2oD. . 22s.. EL,ST 8566 %SEC POINT-% 5330.00 246.00 : ' 4 250. . • 275. . 3aa.. 325.. ' 350.. % 375.. .% 406.. % E 6 425.. %%%%%%%%%%%%A%%%X%%%% W 8 ' 45D.. % W . E . 475.. % W E 7 500.. % W E 525.. % W E 8 550.. % W E 9 575.. X W E 10 b00.. X W E ,' 625.. % W E 650.. X W . E 675.. R W E 70D.. X W fi 725.. % W E 75G... X W fi 775.. R W E ' 800.. X W fi 825.. % W E 850.. X W E 875.. % W H 11 900.. X W E 12 925.. %E X x % % % A % % a A A. BANR: BANE. 49 ~! ' CRO55 SECTION 451.50 STREA?f PROPOSED CDNDITLDNS DLSCBAROE= L4520. ' PLDTTZC POINTS [Ei FRi"uRLTi}-"n=BDTT"vn "n"niu"D%,T °"uF BRLDGE,n-uR"u6iw,ir='w'ATE"'R S`u`R,E ~Xcnu"i uRADLENT,L=CRLTLt°AL WSEL ' ELEV 5300. 5302. 5304. 5306. 5308. 5310. 5312. 5314. 5316. 5318. 5320. STA-FEET 8560 XSEC POINT-% EL,ST- 5369.00 .00 2 6.. X 25.. ~ X 50.. x 856G a"SEC POINT-X EL,ST- 5360.00 85.00 ' 3 75.. % -- % .~~.. X 125.. 150.. % ' 4 175.. % 5 200.. X W E. Z25.. X. W E. 6 250.. % i W E. 275_ . X . C W E. 306.. X C W E. 325.. % C W E. f 356.. X C W E. 375.. % . C W E. 406.. % C W E. 425.. X C W E. ' 450.. ' % C W E. 8 475.. X C W E. BANE. 4 506.. % C W E. 525.. X C W E. ' 10 550.. X C W E. . 575.. % C W E. 11 600.. X C W E. 12 625.. % C W E. BA,RX: 650.. % W E. 13 675.. X 706.. % 725. , x ', 14 750.. .. X 775.. . % 800.. % 825.. x 850.. % a75.. X . ' 15 900.. X 925.. x 950.. X 975.. % ZO I I~ C"aGSS SECTLG~i 456.GG STBEai3 PEGPGSEO CONBiTIGNS RISC"nnBGE= 14520. ' PLGTTEO PGINTS jB't PBIOBiTij-E= BGTTOii BEIOGE,T=TGP BEIDOE,%=GNGGNB,W=WIiEH SOE,E=ENERGY ONABIENT,C=CRITICAL WSEL ' ELEF 5s"00. 5302. 5304. 5306. 5308. 5s10. 5312. 5314. 5316. 5"s18. 5320. STs-FEET 8560 XSEC POINT-X EL,ST- 5368.00 100.00 2 100.. : 12s. . : : 150. . 8560 XSEC POINT-X EL,ST- 5360.00 180.00 3175.. ' Z00. . . 225.. 4 250.. X 275.. ~ .X c ' 5 300.. XXXXI%IXXXX .W 8 325.. X . C .W E ' 350.. 375 A X C C .W E .W E .. 400.. . X C .W c 7 425.. X C .W E 8 450.. X C .W E 9 475.. X C .W E 10 500.. I . C .W E 11 525.. X C .W E 1Z 550.. X X C C .W E W E . 575.. . . 600.. x C .W E 625.. I C .W E 650.. X C .W E 675.. X C .W E 700.. X . C .W E 725.. X. C .W E ' 13 750.. X C .W E 775.. X C .W 8 500.. X C .W E ' 825.. X X C C .W E W E 850.. . 875.. A C .W E 900.. X C .W E ' 925.. % C .W E 950.. X C .W E 14 975.. X C .W E 151000.. x ' 1025.. x 1050.. I ' 1075.. I 1 X x x X x x BANE. BANI. 21 ~~ ' I.RVaJ JG1.TIUA 450. JV Jl NEAPl EILV[GJEU 1.VNU1TLV11J Di3C"nnNvE= 14520. ' CIUTTEU "r0iriT3 jni PNi"u"RiTTj-E=EOTTG"a EniDGE,T=TOr" ERiuOE,%=GNGONO,ir=PATEN SORE=ENn"RGT tinABIENT,C=CEiPiCAL iSE6 t EiEJ 53v""v. 5302. 5304. 530b. 5300. 5s"iv. 5312. 5314. 53io. S3io. 532u. t S1A-CEE1' 655U dJEI. CULN1'-R EL,oT- 5356.GV 166. UG 'L 1VU. ' 125.. 150. . 175.. L'UV. ' 0560 %SEC POINT-R . nL,Si- 5360.OG 225.00 3 225. . 250.. ' 4 275.. a 6 306.. Rk"nXX%%%%%% W E 325.. R C W E 7 "s50.. % C W fi 375.. % . C ai E 400.. % C W E 425.. R C ii E 9 475.. %X%%%XRR%%% C ii E 10 500.. % C W E ii 525.. % C W E ' 12 556.. X C ii 6 . 575.. X C W E 13 600.. % C W E 025.. .% C ii E ' b50.. . X C rT E 075.. X C Si E 766.. % C W E 725.. % C W E ' i4 750.. % C 4F E . 775.. % . C W E i5 B00.. % C Y E 16 825.. % C W E 856.. % C W E 875.. % C W E 17 900.. % C W E ' 925.. % w E 950.. % it E 975.. XE Ialaao.. 1625.. ~ ' 191050.. % it E 1 1 1 % % % d % % EAN%. EAN%. t.2 I~ BiRi~ iR0?USED CuFDiiiDrlS DSJC~L~ibB= 11521{. ' _ _ ~ . nn nnn n mr nv n nm n nm •mr rrnn. 1ul/iiLD 20i$YS ~SY PA1D&Ll:f-~=BUT:''J~ $~[lDCi-Lr=10'r ntliDCnara=vicu°aRDrd=3n":.,., Junk:-.,.,Sa,,,. ~a.~iria.c.r~-~n..ia...tu eu~~ ' no• n n n n re r+.. f+.. .~+n •nn "eiu'r 53u8. 3.iu2. 3JVY. 5396. SJGo. 3rlu. 53a. JuY. v .,:o. w.J. ' Bin-neceinn n 3JbD AJ61. {YV1[I1'f. IlLr J1' S.ib3. VV 1DD. UD L 33D. ' 125.. i5"v. ii5. . EVU. ' 225. 25V. 215. . ,n ~ rn ~ nnn ' o5uv %8nC CD1191'A GLrJl, S~UV.DV Jvv.Dnv , 1 ~"uv. . 325. . J3D. ' Y J~J• n 5 YVD. A k D. V Y25. 6 C A L. YJV. O Y15. vvvvnr.v N G °ea22nnnnnne C ] SUD. 6 C N 8. 525• A. L A D. ' ii 53v. : °nX2S°nn""°a°n°ne°2an°b2°tX2ena C w "n. 315, .e° v it "n. ~. n" C w "o. invD. S C 'e~ "a. ' iG7' n L 11 ~`. . ini i3"v. % C '~ e. ii5. n C W $. 588.. % W H. it 323. % W 8. ' i5 85D.. 2C ii 8. lb o75.. 2 V n. ' 9n2c5.. .AX ]JV. 9.3. . e° ' i8iD0nv. . % . 1025.. % 1"v56.. E lIITS.. % 1 A 8 n n A A M1 °n n" °e a n nenrin. SndR. L3 ' CROSS SECPION 462.80 STREAM PROPOSED CONDITIONS ' DISCHARGE= 14520. PLOTTED POINTS (BY PAfORITY)-B=BOPTON BRIOGE,T=TOP BRIDGE,X=GROOND,W=WATER SURE=ENERGY GRADIENT,C=CRITICAL WSEL ' ELEV 5310. 5312. .5314. 5316. 5318. 5320. 5322. 5324. 5326. 5328. 5330. SPA-FEET 8560 XSEC POINT-X EL,ST- 5368.00 100.00 ' 2 100.. 125. . 150.. I75.. 2aD. . ' 8560 XSEC POINT-X EL,ST- 5360.00 230.00 3 225.. ' 250.. 275. . 300. . 4 325.. X ' S 350.. XW E 6 375.. X C .W E 7 400.. X C .W E 425.. % . C .W E ' 450.. X C .W 8 , 8 475.. X C .W E 9 500.. A C .W E 525.. X C .W E ' 10 550.. X C .W 8 I1 575.. % C .W E 600.. % C .W E 625.. % C .W E ' 12 650.. X C .W E 675.. .X C .W E 700.. .A C .W E ' 725.. . X C .W E r . 750.. % C .W E 715.. X C .W E B00.. X C .W E . 825.. % C .W E 850.. %C .W E 875.. X .W E t 900.. % .W E , 925.. X ,W E 950.. R.W fi 975.. XW E ' 131000.. XW E 1025.. .R E 1050.. X E ' 1075.. X E X X X R X X . BANX. BANE. Z~- ~'~ ' CROSS SECTION 467.00 STREAM PROPOSED CONDITIONS DISCHABGE= 14520. PLOTTED POINTS (BY PRIORITY)-B=BOTTOM BRIDGE,T=TOP BRIDGE,X=GROUND,W=WATER SURE=ENERGY GRADIENT,GCRETICAL WSEL ' ' ELEV 5310. 5312. 5314. 5316. 5318. 5320. 5322. 5324. 5326. 5328. 5330. STA-FEET ' 8560 XSEC POINT-X EL,ST- 5372.00 100.00 2 100.. t 125.. 150. . 175.. 8560 XSEC POINT-X EL,ST- 5360.00 210.00 ' 3 200.. 225. . 256.. ' 275.. X . 4 360.. R W E 5 325.. X C. W E 350.. X . C . W E 375.. X C . W E 400.. X C . W B 425.. . X C . W E 6 450.. X C. W E ' 7 475.. $ C . W E , 8 500.. X C. W 8 9 525.. X C. W E ' 10 550.. X C . W 8 575.. .X C . W E 660.. X C . W E 625.. % C . W E ' 650.. % C . W 8 . 675.. XC . W E 766.. X . W E 11725.. % W E ' 756.. X W E . 775.. .X W E 866.. .X W E ' 825.. . X W B . 850.. . X W E 875. A W 8 900.. X W E ' 925.. X W 8 . 950.. % W E 975.. R W E 121000.. XW E NRD= 0 ELLC= 9999999.00 ELTRD= 9999999.00 X X X X X X X BANK. BANB. as ~~ I ' 05-19-95 15:06:02 I 4****#*****k****f*f*f***********Rfff***}}*****fff* ' HEC2 RELEASE DATED NOV 76 UPDATED MAY 1984 ERROR CORR - 01,02,03,04,05,06 MODIFICATION - 50,51,52,53,54,55,56 ' IBM-PC-XT VERSION AUGUST 1985 *********f***#***f****f***f*****f****f**f*f*f***f* THIS RUN EXECUTED 05-19-95 I ' NOTE- ASTERISK (*) AT LEFT OF CROSS-SECTION NUMBER INDICATES MESSAGE IN SUMMARY OF ERRORS LIST PROPOSED CONDITIONS ' SUMMARY PRINTOUT I i~~ I I SECNO Q 449.250 14520.00 451.500 14520.00 456.000 14520.00 458.500 14520.06 459.750 14520.00 462.800 14520.60 CWSEL 5313.11 5315.45 5316.14 5316.65 5316.89 5318.21 CRIWS ELMIN 5313.11 5304.00 5311.27 5304.50 5313.90 5305.50 5314.83 5s'07.00 5315.30 5307.20 5317.34 5310.80 ' 467.000 14520.00 5321.21 5319.fi5 5311.00 1 ' 05-19-95 15:06:02 ' SUMMARY OF ERRORS AND SPECIAL NOTES I , CAUTION SECNO= 449.250 PROFILE= 1 CRITICAL DEPTH ASSUMED I 1 I 1 I PAGE 5 R*CHSL DEPTH TOPWID AREA VCH XLCH lOXfS EG .66 9.11 515.43 1581.62 11.88 .00 70.25 5315.14 2.ZZ 10.95 468.94 3321.94 6.00 225.00 13.91 5315.82 2.22 10.64 718.14 3776.69 6.45 450.00 16.66 5316.51 6.00 9.65 697.37 3007.63 6.57 250.00 25.72 5317.17 1.64 9.69 498.87 2122.42 7.48 125.00 43.58 5317.72 11.80 7.41 661.37 1467.67 8.96 305.00 66.72 5319.37 .48 10.21 702.70 2223.23 7.63 420.00 59.05 5321.98 PAGE 6 I' 2(0 K T_ _ 1 E/(J //r ~) 8 ~ v (~ , . 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