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HomeMy WebLinkAboutHydrology&HydraulicsReport(Jun.17,1992)`TR 232G,z - s3 APPROVED BY CITY OF TEMECULA ENGiNEERING EP 6-25 92 .~~ or.D VAII, RANCx VESTING TENTATIVE TRACT 28267 iTNIT NUMBER 3 HYDAOLOGY AND FIYDRAULICS REPOBT CMB Job No. 225-020 June 1992 CROSBY MEAD BENTON & ASSOCIATES 5650 El Camino Real Suite 200 EXP. 3/31/96 ENGINEER OF WORK TABLE OF CONTENTS VICINITY MAP ............................................ 1 INTRODUCTION .... ... ..................................... 2 METHODOLOGY ..... ... ..................................... 3 DESIGN CRITERIA . ... ..................................... 4 Q10 STORM FRBQIIENCY ..................................... 12 STORM DRAIN LINE ~~p~~~ .................................... 13 STORM DRAIN LINE nD" .................................... 33 STORM DRAIN LINE nEn .................................... 45 STORM DRAIN LINE npn .................................... 52 Q100 BTORM FRBQIIENCY .................................... 61 STORM DRAIN LINE °A" .................................... 62 STORM DRAIN LINE ~~Dn .................................... 82 STORM DRAIN LINE nEn .................................... 95 STORM DRAIN LINE ~~F" .................................... 102 CATCH BABIN ANALYSIS FOR Q10 AND Q100 STORM FRfiQOENCY ... 111 HYDRAIILICB: Q10 STORM FRBQIIENCY ........................ 162 STORM DRAIN LINE ~~A~~ .................................... 163 STORM DRAIN LINE "D" .................................... 194 STORM DRAIN LZNE °E° .................................... 215 STORM DRAIN LINE "F" .................................... 219 HYDRAIILICB: Q100 BTORM FREQUENCY ....................... 251 STORM DRAIN LINE ~~A~~ .................................... 252 STORM DRAIN LINE "D" .................................... 283 STORM DRAIN LINE °E" .................................... 305 STORM DRAIN LINE ~~g~~ .................................... 309 ~ i~ ~ ~=:: ~~ 0 ~~ ~~ ~~ ~~ ~~ ~ 1Y 1 ' / ~ i~ i~ INTRODIICTION: I , I ' ' ' ' 1 ' ' The Old Vail Ranch is located approximately 2,800 feet northeasterly of Pala Road and southeasterly of State Highway 79. The drainage study area for this report is confined to tract 23267- 3 and the tributary areas to it. Note that the hydrology and hydraulics report for tract 23267 unit 1 covers the area at the easterly end of the site. The pertinent data required for lines "A" and "D" extensions through tract 23267-3 has been annotated on sheets 1& 2 of the hydrology maps, which are placed in pockets at the back of the report. Reference should be made to the hydrology and hydraulics report for tract 23267-2 for more detailed information or verification of the data shown on sheet 2 of 2 of the maps. This report addresses both the l0 year and the 100 year storm frequency. A major water course, Temecula Creek, flows across the northerly part of tract 23267-3. The design and construction of the Temecula Creek Flood Control Channel are being done as part of Assessment District 159 and lot 214 of tract 23267-3 will be granted to Riverside County Flood Control District as the right of way for the channel. Onsite storm runoff is proposed to be conveyed via both the streets and storm drains to Temecula Creek Channel. This onsite system has been designed using Riverside County Flood Control criteria and standards. The notice of approval for tract 23267-3 refers to the conditions letter from Riverside County Flood Control District, dated October 18, 1988. The recommendations numbered 1 through 10 contained within that letter have been addressed. A summary of the developers response follows. 1. Temecula Creek Flood Control Channel will be constructed by A.D. 159. 2. The A.D. 159 channel plans are to Riverside County Flood Control District standards. Maintenance agreements for the storm drain lines under Riverside County Flood Control jurisdiction have been approved by both the City of Temecula and Riverside County Flood Control District. Maintenance of private storm drains will be the responsibility of the homeowners association. 3. A portion of this project is in the FEMA zone A flood plain for the existing Temecula Creek. This flooding is being mitigated by the A.D. 159 Temecula Creek Channel. All calculations and design for the channel have been done by the engineer for the assessment district. z Likewise all necessary permits and approvals from the various governmental agencies is being done by Assessment District 159 and its engineer. 4. Onsite public drainage facilities located outside of the road right of way are contained within drainage easements as shown on the recorded final maps. 5. No offsite facilities proposed by tract 23267-3. 6. Drainage system designed to Riverside County Flood Control District standards. 7. Emergency escape for sump conditions have been provided. 8. Drainage system designed to Riverside County Flood Control District standards. 9. This project has coordinated the drainage system with the neighboring developments. 10. All plans, final map and hydrologic and hydraulic calculations have been submitted to Riverside County Flood Control District for review and approval. District will issue clearance letter upon approval. ' 2A , I 1._ I' ~~ (' I' I ' I ' I ' I' €: I 1 I ' I ' I t I ' C'~ I ' 1-~ ~ METHCBOLOGY: THE RIVERSIDE COUNTY FLOOD CONTROL AND WATER CONSERVATION DISTRICT (RCFC&WCD) HYDROLOGY MANUAL HAS BEEN THE REFERENCE USED FOR THIS REPDRT. IT HAS HEEN DETERMINED DURING DISCUSSIONS WITH THE RCFC&WCD EN6INEERS TO USE THE NEW 24 HOUR 100 YEAR ISOHYETALS THAT WERE DEVELOPED FOR THE MURRIETA DRAINAC,E BASIN IN A STUDY DATED 8- 23 - 85. THE CALCULATIONS HEREIN YIELD THE FOLLOWIN6 DATA F~R THE BASIS OF THE RATIONAL METHOD USED TO DETERMINE BOTH THE 10 YEAR AND THE 100 YEAR STORM FREOUENCY RUIV OFF. R. I(100) tl HOUR) ISOHYETAL = 1.bG B. I(10) (1 H~UR) ISQHYETAL = 1.08 C. SLOPE OF INTENSITY DURATION CURVE _ ~.55 D. PREDOMINATELY "D" TYPE SOI~. E. THE "AES" RATIONAL METHOD PROGRAM F~R RIVERSIDE COUNTY WAS UTILIZED TO DETERMINE THE RUN OFF t7UANTITIES. F. THE "WSP6" PROGRAM WAS UTILIZED TO DETERMINE THE FLDW CHARACTERISTICS OF THE STORM DRAIN SYSTEM. G. CATCH BflSIN SIZIN6 WAS DONE IN ACCORDANCE WITH THE LOS AN6ELE5 COUNTY FLDOD CONTROL DISTRICT CATCH BRSIN CHARTS AS SHOWN DIRECTLY WITHIN THE REPORT. 3 , ~ , 1 , 1 ' , ' ~ D E S S GN C R S T E R S R 4 3S 3.5 ~ 3 3 W 2 5 2.5 2 . U Z I Z 2 = 2 f- d W 0 ~ LS Q l.5 ~ / Z l~-¢¢~ ~ ~ i f ~ ~ i OR/G AL MAi Y(lflL i ~ <D-¢ 3 5 I s . I 0 0 2 5 10 25 50 100 RETURN PERIOD IN YEARS NOTE: I. For intermediate retum perinds plot 2-reor ond 100-yeor one hour volues from mops,then eonnect points nnE reod value tor desircd return period. For eiomple piven 2-yem one hour=.50 and 100- yeo~ one hour=1.60~,?5-yem one hnur=l.IB~ Refercnce:NOaa at~os z,vo~urrm ~-to~itornia,~s73. 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FD~P Iioa(Z¢ f,iR,) Z'iao(/~,P.> =~0.2~(7. 75)= /.55~ SAYJ. b0 FROM OR/G//VAL PLATE D- ¢/ (4 OF6I % = rioo/r~o (~f,/ori,e) =r/. 3o/o.Ba)r~a~= ~477 • ~ I/o </ NDUR)= 7~/00 ~/Ho~/ie) : /. 477 lio C/HG~R) = /.60 = /.4~~ = J.08 (~YEW Y~ILUE) . . _ . . ----- ~---- ~----- - ----------- ~ -- - -- ----- ...-- - --------------- 9 . I ~--_- li ~~ I NNN ~~~ W N N N ' ~ W W 000 NO~ ' ~rv ~~~ tV (V N {'~ N C1 ' 0 ~t ~~ ~~ I~ ~ ~ '~ Iioo ~/HR.~= /.60 (/l/EW ISOf/YETAL) L'Q'VY~RT Z"i~~/HR. ) TO Iio (/flR. ) FRD/Yl BI,~LLET//1/ /95: Pia = Pran ~/tK.oC'~YI ~~ ~/~/OOCV~ YY~SIERE': fGo = /. 329 Kiaio=3. 388 ~ CV = 0.473 Fi14 f'ioo = /.60 = Pro = (/. 60~~(I~ (/. 329~Yo.4-73>> (</~(3. 3~3~'D.¢73II Pio = /. D0~ NEN/ ~'io (/NR. ) ISOf~YE'TAL ^-' l.DB ~PREV/DUS PAGE~ GISE /.08 f~E' f io /D , ic ~ ~ ~ i ' ~ ' ~ ' ' ' ` ' I` ' ' 1 . . , . ' ' .~ 4 ' ' ~ ' ' ~~ ` ' ~p.^,4TIDN D-4.5 __ ...i~ ii~~~~:~.i~ •.~~. ..... i~ ~~.i~ i ~ ~ . .~i:;~ . .: , . ~ i I • ~ ~ i i . . ii i ~~i: . ..:.~:~ I~I. . i i I . I i.i' .iii~l -~ i~,ii i ~ ~ . . ..il'~ .. .i ID l5 20 25 30 40 50 60 STORM ~URATION-MINUTES RCFC 8 WCD r~YDRDLOGY TI~ANUAL ~~ 8~ INTENSITY- DURATION CURVES CALCULATION SHEET PLATE D-4.7 CJ10 STOR/"1 FRECJLJENCY / ~ 19 L~1 G~ STORM ~REQCJENCY STORM DRASIV LINE "R" ~. ~ ~~ 1 ' **~**~*~*~**~~~*~~~*~~~~~*~~~~*~*~~*~~*******~~~~*****~~~~~~******~~*~****** - RATIONAL METHOD HYDROLOGY COMPUTER PR06RAM BASED ON : RIVERSIDE COUNTY FLOOD C~NTROL & WATER CONSERVATION DISTRICT ' (RCFC&WCD) 197B HYDROLDGY MANUAL (c) Copyright 1982-B8 Advanced Engineering Software (aes) Ver. 4.OA Release Date: 7/20/88 Serial # 2619 , Analysis prepared by: ' ' CROSBY MEAD BENTON & ASSOCIATES 5966 ~A PLACE COURT, SUITE 170 CAR~SBAD. CA~IFORNIA 9200B (619) 438 - 1210 I *~~#~#~~~~*~~~~*~~#~~~#~** DESCRIPTION OF STUDY ***~*~~~*~*~***~~**~~****~ ~ OLD VAIL ONSITE Q10 STORM FREQUENCY FOR UNITS 2 AND A PORTION ~F 3 * ' * FILE: OVAOlO.DAT (O1dVailA010.DAT) ~ ~ 7/13/89 @ 12:49 P.M. # ***~#~#*~~#~~~~#*~~~~*#~*~~#~~*~~~~~~~~*~#~~~*~~~*~*~~~~~*#~**~***~~~~~~~~ , FILE NAME: OVAOlO.DAT TIME/DATE ~F STUDY: 12:48 7/13/1989 ---------------------------------------------------------------------------- , __USER SPECIFIED HYDROL06Y AND HYDRAULIC MODEL INFORMATION: ---------------------------------------------------------------------- USER SPECIFIED STORM EVENT(YEAR) = 10.00 ' SPECIFIED MINIMUM PIPE SIZE(;NCH) = 18.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _.85 10-YEAR S70RM 10-MINUTE INTEIVSITY(INCH/HOUR) = 2.900 , 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.080 100-YEAR STORM 10-MINLITE INTENSITY(INCH/HOUR) = 4.280 100-YEAR STORM 60-MINUTE INTENSITY(SNCH/HOUR) = 1.600 SLDPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5512735 ' SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5491525 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 1-HOUR INTENSITY(INCH/HOUR) = 1.0908 ' SLOPE OF INTENSITY DURATION CURVE _.5513 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED ' **~*~***~**~*~******~~***~******~#~~*************~~~*~***~*~~~~~***M*****~** FLOW PROCESS FROM NODE 201.00 TO NODE 202.00 IS CODE = 2 ' ------------------------------------------------------------ » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ' ASSUMED INITIA~ SUHAREA UNIFDRM DEVELOPMENT IS SINGLE FAMILY (1/4 ACR.E) TC = K*[(LENGTH~*3)/(ELEVATION CHAN6E)]~~.2 ' INITIAL SUBAREA FLOW-LENGTH = 420.00 UPSTREAM ELEVATION = 1126.50 DOWIVSTREAM ELEVATION = 1122.80 E~EVATION DIFFERENCE = 3.70 S TC =.393*C( 420.00~~3)/( 3.70)]**.2 = 11.331 '~. 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.734 SOIL CLASSIFICATION IS "D" ' SING~E-FAMILY(1/4 ACRE LOT) RUN~FF COEFFICIENT =.8371 ~ , SUHAREA RUNOFF(CFS) = 5.13 _ TOTAL AREA(ACRES) = 2.24 TOTAL RUNOFF(CFS) = 5.1? '._fi. ~*~~***~*#***~*~~****~***~*#***~#*******~~*****~~~~~&***~***~#*******~*****~ FLOW PROCESS FROM NODE 202.00 TD NODE 203.00 IS CODE = 6 ~ ~ ------------------------------------------------- ----------- » »>COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA « « < ' UPSTREAM ELEVATION = 1122.80 DOWNSTREAM ELEVATION = 1110.70 STREET LEN~TH(FEET) = 300.00 CURH HEIGTH(INCHES) = b. STREET HALFWIDTH(FEET) = 22.00 , DISTANCE FROM CROWN TO CROSSFA~L GRADEBREAK = 12.00 INTERI~R STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 ' SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ' #~TRAVE~TIME COMPUTED USIN~ MEAN FLOW(CFS) = 5,45 STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .33 HA~FSTREET FLOODWIDTH(FEET) = 10.38 , AVERA6E FLOW VELOCITY(FEET/SEC.) = 4.56 PRODUCT OF DEPTH&VELOCITY = 1.52 STREETFLOW TRAVELTIME(MIN) = 1.10 TC(MIN) = 12.43 , 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.598 SOII CLASSIFICATION IS "D" ' COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8869 SUBAREA AREA(ACRES) _ .28 SUBAREA RUNOFF(CFS) _ .65 SUMMED AREA(ACRES) = 2.52 TOTAL RUNOFF(CFS) = 5.77 END OF SUBAREA STREETFLOW HYDRAULICS: ' DEPTH(FEET) _ .33 HALFSTREET FLOODWIDTH(FEET) = 10.38 FLOW VELOCITY(FEET/SEC.) = 4.83 DEPTH*VELOCITY = 1.61 ' ~*~~~*~~~#####**~*~#~#~****#~~~~~*~*~*#~#*##~***~*~##**~**~**~~~&~~~~~~~*~*~ F~OW PROCESS FR~M NODE 202.01 TO NODE 202.01 IS CODE = 1 ' ---------------------------------------------------------------------------- __ » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: ' TIME OF CONCENTRATION~MIN~TES) = 12.43 RAINFALL INTENSITY (INCH./HOUR) = 2.60 TOTAL STREAM AREA (ACRES) = 2.52 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 5.77 ' *~***~#~#*~*##*#**ffi*~**~*~*##~*********#*#~~#*~*#***##~~***~~*****#~&*****~~ FLOW PROCESS FROM NODE 204.00 TO NODE 203.00 IS CODE = 2 » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < I ASSUMED INITIAL SUBAREA UNIFORM DEVELDPMENT IS SINGLE FAMILY (1/4 ACRE) , ~ TC = K~[(LENG7H**3)/(ELEVATION CHANGE)7*~.2 INITIAL SUBAREA FLOW-LEN6TH = 520.00 UPSTREAM ELEVATION = 1116.50 ' DOWNSTREAM ELEVATION = 1110.70 ~S ' ELEVATION DIFFERENCE = 5.80 TC = .393*[( 520.00**3)/( 5.80)7~~.2 = 11.772 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.677 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8359 SUHAREA RUNOFF(CFS) = 6.15 ' TOTAL AREA(ACRES) = 2.75 TOTAL RUNOFF(CFS) = 6.15 ' **#*#~~~****~~**~*~~~~*#***~#~~#~~~~#*~**~#***%**~~*~****~*#***~~~~~~~t***~* FLOW PROCESS FROM N~DE 203.02 TO NODE 203.02 IS CODE = 1 » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ' -->?» =AND_COMPUTE-VARIOUS-CONFLUENCED-STREAM-VALUES « « C------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: t TIME DF CONCENTRATION(MINUTES) = 11.77 RAINFA~L INTENSITY (INCH./HDUR) = 2.68 TOTAL STREAM AREA (ACRES) = 2.75 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 6.15 CONF~UENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' NUMBER (CFS) (MIN.) (INCH/HOUR) ---------------------------------------------------------------------------- 1 5.77 12.43 2.598 ' 2 6.15 11.77 2.677 RAINFALL INTENSITY AND TIME OF C~NCENTRATION RATIO ' FORMULA(RCFC&WCD) USED FOR 2 STftEAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOILOWS: ~ 11.74 11.62 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 11.74 TIME(MINUTES) = 12.427 TOTAL AREA(ACRES) = 5.27 ' **~*~~*~~#*~~~~~*~*~##**~~*****~~**~~~***~~~~~~~**~***#~*~~~*#~~#~*~##x~**** F~OW PR~CESS FROM N~DE 203.01 TO NODE 203.01 IS CODE = 1 ------------ -------------------------------- -------- - ----------------- ' __ » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: , TIME OF CONCENTRATION(MINUTES) = 12.43 RAINFALL INTENSITY (INCH./HOUR) = 2.60 TOTAL STREAM AREA (ACRES) = 5.27 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 11.74 ' *~~#~~~*#~*~##~~##~~~*~~ffi~*%~~#~*~**~~~*#*~~~*~*~*~#~~*~~~**~*###~ffi**~#**~** FLOW PROCESS FROM NODE 205.00 TO NODE 203.00 IS CODE = Z ---------------------------------------------------------------------------- » »>RATIONRL METHOD INITIAL SUBAREA ANALYSIS « « < ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SIN6LE FAMILY (1/4 ACRE) TC = K#[(LENGTH##3)/(ELEVATION CHAN6E)]**.2 ' INITIAL SUBAREA FLOW-LENGTH = 1090.00 UPSTREAM ELEVATION = 1137.00 ' DOWNSTREAM ELEVATION = 1110.70 ~~ , ELEVATION DIFFERENCE = 2b.30 TC = .39~~[( 1090.00*~3)/( 26.30)]~~.2 = i3.565 1d.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.476 SOIL CLASSIFICATION IS "D" -, SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8315 ' SUHAREA RUNOFF(CF5) = 7.14 , TOTAL AREA(ACRES) = 3.47 TOTAL RUNOFF(CFS) = 7.14 ' *#*#*~~~~~*****#~#~****~#*~~~**~~~*~*#*~~&**~*~*~ffi~~*~*~##*~~~#~~~ffi~~*~%**#~ FLOW PROCESS FROM NDDE 203.02 TO NODE 203.02 IS C~DE = 1 » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ' »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: , TIME OF C~NCENTRATION(MINUTES) = 13.56 RAINFALL INTENSITY (INCH./HOUR) = 2.48 TOTAL STREAM AREA (ACRES) = 3.47 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 7.14 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' NUMBER (CFS) (MIN.) (INCH/HOUR) ---------------------------------------------------------------------------- 1 11.74 12.43 2.598 ' 2 7.14 13.56 2.476 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMU~A(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 18.29 18.33 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 18.33 TIME(MINUTES) = 13.565 TOTAL AREA(ACRES) = 8.74 ' #~#~~~**#~**###***~~~~~~###~*~~~~*#~~**~*~##~*~**~~~~~#~*#~~~~~ffi*~#~~~~*#~~~ F~OW PROCESS FROM NODE 203.00 TO NODE 206.00 IS CODE = 3 , --------------------------------------------------------------- » »>COMPUTE PIPEF~~W TRAVELTIME THRU SUBAREA « « < » »>USING COMPUTER-EST.IMATED PIPESIZE (NON-PRESSURE FLOW)« « < ____________________________________________________________________________ ' DEPTH OF FLOW IN 1B.0 INCH PIPE IS 12.8 INCHES PIPEF~OW VELOCITY(FEET/SEC.) = 13.6 UPSTREAM NODE ELEVATION = 1110.70 ' DOWNSTREAM NODE ELEVATION = 1098.00 FLDWLENGTH(FEET) = 260.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = iB.00 NUMHER OF PIPES = 1 ' PIPEFLOW THRU SUHAREA(CFS) = 18.33 TRAVEL TIME(MIN.) _ .32 TC(MIIV.) = 13.88 ' #*******~#*#****~#*~*~~~***********~~ffi*****~~##*~*#*~ffi~*~#~*~**~*#*~~~#~*#*~ F~OW PROCESS FROM NODE ZO6.01 TO NODE 206.01 IS CODE = 1 ---------------------------------------------------------------------------- ~ » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ' ~+ ____________________________________________________________________________ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: ' TIME OF C~NCENTRATION(MINUTES) = 13.88 ~7 ,- ,_, ' ' ' ' ' ' ' '` ' ' ' ^ J ' RAINFALL INTENSITY (INCH./HOUR) = 2.44 TOTAL STREAM AREA (ACRES) = 8.74 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 18.33 **~~~*~~~~~~~~~#~~~~~~*~*~~~~~*~*#~##~*k~~*M~~*~N:****~~~~**~*M*~~M**~~~*~*M~A* FLOW PROCESS FR~M NODE 115.70 TO NODE 115.70 IS CODE = 7 »»>USER SPECIFIED HYDROL06Y INFORMATION AT NODE ««< ------------------------------------------------------------ ------------------------------------------------------------ USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 18.81 RAIN INTENSITY(INCH/HOUR) = 2.07 TOTAL AREA(ACRES) = 51.78 TOTAL RUNOFF(CFS) = 97.26 ~:~~~~~~~~~*~*~~##~*~**~**%k*~*~*~~*~~~%~~#~~#~~~#~~~~~~~~*~*~##*~~#~~~**~~~~~ F~OW PROCESS FRDM NDDE 115.00 TO NDDE 206.00 IS CODE = 4 ---------------------------------------------------------------------------- » » >COMPUTE PIPEFLOW TRAVELTIME THRU SUHAREA « « < »:» USIN6 USER-SPECIFIED PIPESIZE « « < ----------------------------------------------------------- ----------------------------------------------------------- DEPTH OF FLOW IN 36.0 INCH PIPE IS 26.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 17.3 UPSTREAM NODE ELEVATION = 1103.70 DOWNSTREAM NODE ELEVATI~N = iG98.00 FLOWLENGTH(FEET) = 1B5.00 MANNIN65 N = .013 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMHER OF PIPES = 1 PIPEFLOW THRU SUHAREAtCFS) = 97.26 TRAVEL TIME(MIN.) _ .18 TC(MIN.) = 18.99 ~#*******~~###~~~~*****~#~~****~********~**~****~*~~***********~~*~~*~*~**** FLDW PROCESS FROM NDDE 206.02 TO NODE 206.02 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUESC «« CONF~UENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME DF CDNCENTRATIDN(MINUTES) = 18.99 RAINFALL INTENSITY (INCH./HOUR) = 2.06 TpTAL STREAM AREA (ACRES) = 51.78 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 97.2b CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) ---------------------------------------- 1 1B.33 13.88 2.444 2 97.26 18.99 2.057 RAINFA~~ INTENSITY AND TIME OF CONCENTRATION RATIO F~RMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CDNFLUENCED RUNOFF VALUES ARE AS FOLLOWS: B9.45 112.69 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 112.69 TIME(MINUTES) = 18.988 TOTAL AREA(ACRES) = 60.52 k~****~***~~**~***Mc~*~#*~**~*ffi~*~~~~~~~*~~ffi~~~~***~~~~~~***~~k*~***M:*****~** '~ FLDW PROCESS FR~M NODE 206.00 TO NGDE 207.00 IS CODE = 3 »» iCOMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA ««< » »;USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE F~OW)« « < ----------------- DEPTH OF FLOW IN 42.0 INCH PIPE IS 31.7 INCHES PIPEFLDW VELOCITY(rEET/SEC.) = 14.5 UPSTREAM NODE ELEVATI~N = 1098.00 DOWNSTREAM NODE ELEVATION = 1097.30 FLOWLENGTH(FEET) = 40.00 MANNIN6S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMHER DF PIPES = 1 PIPEFLOW THRU SUHAREA(CFS) = 112.69 TRAVEL TIME(MIN.) _ .OS TC(MIN.) = 19.03 *~~**~****##~~~****##~~~~**~~~*~~~##*ffi~*~******~***~~#~#~*~~~**~~#~***~~#*~~ FLOW PROCESS FROM NODE 207.01 TO NODE 207.01 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ------------------------------ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM i ARE: TIME OF CONCENTRATION(MINUTES) = 19.03 RAINFALL INTENSITY (INCH./H~UR) = 2.05 TOTAL STREAM AREA (ACRES) = 60.52 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 112.69 ^ ~~**~~~~~~~~~~~~~*~**~~~~*~#~~##*#~~#~~~~~~#*#~~~*~*~~~#~~ffi~~*~~~~#*~~~*~~*~ FLOW PROCESS FROM NODE 208.00 TO NODE 207.00 IS CODE = 2 ----------------------------------------------------------------- ' , » »>RATIONAL METHOD INITIA~ SUHAREA ANALYSIS « « < , ASSUMED INITIAL SUHAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K~[(LENGTH*~3)/(ELEVATION CHAN6E)]~~.2 INITIAL SUHAREA FLOW-LENGTH = 420.00 ' UPSTREAM ELEVATION = 1112.00 DOWNSTREAM ELEVATIDN = 1097.30 ELEVATIDN DIFFERENCE = 14.70 ' TC = .393*C( 420.00~*3)/( 14.70)~##.2 = 8.599 10.00 YEAR RAINFALL INTENSITY(INCHIHOUR) = 3.183 50IL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8449 ' SUBAREA RUNOFF(CFS) = 3.39 TOTAL AREA(ACRES) = 1.26 TOTAL RUNOFF(CFS) = 3.39 ' #~~~**~~*****~~~**~*~#*~~**ffi~~*~***~**~*~*~*~~#~~~~~~~~*~#*~*M*~~~%*~~~***~* FLOW PROCESS FROM NODE 207.02 TO NDDE 207.02 IS CODE = 1 ---------------------------------------------------------------------------- ' __ » » >DESIGNATE INDEPENDENT STREAM FOR CDNFLUENCE « « < CONFLUENCE VALUES USED FDR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATIDN(MINUTES) = 8.60 RAINFALL INTENSITY (INCH./HOUR) = 3.18 TOTAL STREAM AREA (ACRES) = 1.26 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 3.39 1 _,.. ' ****~*~~**~#~~#####~~k##~***~~#~~**~******#~#~****Nc**~~~**~**#~*****~*~~***&* /9 FLOW PROCESS FROM NODE 204.00 TD NODE 207.00 IS CDDE = 2 ----- - ---- ------------------ - - - ------ - --------------------------------- » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < ---------- ASSUMED INITIA~ SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K~C(LEN6TH~#3)/(ELEVATION CHAN6E)7*~.2 INITIAL SUBAREA FLOW-LEN~TH = 640.00 UPSTREAM'E~EVATION = 1116.50 DOWNSTREAM ELEVATION = 1097.30 ELEVATION DIFFERENCE = 19.20 TC = .393~[( 640.00**3)/( 19.20)]**.2 = 10.495 10.00 YEAR RAINFALL INTENSITV(INCH/HOUR) = 2.852 SOIL CLASSIFICATION IS "D" SING~E-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8393 SUBAREA RUNOFF(CFS) = 8.86 TOTAL AREA(ACRES) = 3.70 TOTAL RUNOFF(CFS) = 8.86 *~~~~*~~~~~#****~*~~*~~*****~***~******#~**~*~ffi*~#~~~~*****~~*#**~~~*#~*~#~# FLOW PROCESS FROM NODE 207.03 TO NODE 207.03 IS C~DE = 1 » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < i» » AND COMPUTE VARIDUS CONFLUENCED STREAM VALUES ««< ---------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF C~NCENTRATION(MINUTES) = 10.50 RAINFALL INTENSITY (INCH./HOUR) = 2.85 TOTA~ STREAM AREA (ACRES) = 3.70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 8.86 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY ' NUMBER (CFS) (MIN.) (INCH/HOUR) ---------------------------------------------------------------------------- 1 112.69 19.03 2.054 ' 2 3.39 8.60 3.183 3 8.86 10.50 2.852 , RAINFALL INTENSITY AND TIME DF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONF~UENCED RUNOFF VALUES ARE AS FOLLOWS: 121.25 61.55 74.03 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CrS) = 121.25 TIME(MINUTES) = 19.034 TOTAL AREA(ACRES) = 65.49 ' ~~~~*~~~~#~~~*#***%~**~*~~~~~~~##~~~~#~~~~*~~*~~~~*~#~***~~~##~**~#~#*****## ' __FLOW-PROCESS-FROM_NODE--_207.00 TO NODE 209.00 IS CODE = 3 » » >COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » » >USIN6 COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < ' DEPTH OF FLOW IN 33.0 INCH PIPE IS 26.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 23.4 UPSTREAM NODE ELEVATION = 1097.30 ' ~ DOWNSTREAM NODE ELEVATION = 1057.50 FLOWLENGTH(FEET) = 635.00 MANNIN6S N = .013 ' ESTIMATED PIPE BIAMETER(INCH) = 33.00 NUMHER OF PIPES = 1 ZQ PIPEFLOW THRU SUBAREA(CFS)-= 121.25 TRAVEL TIME(MIN.) _ .45 TC(MIN.) = 19.49 *~~~*~#~~~~~~#~~~~~**~~~*~~~*~*~~~~~~~~~*%**~#~~~~*~**~~~~#**M~#***~~*~#~~~~ FLOW PROCESS FRDM NODE 207.00 TO NODE 209.00 IS CODE = 2 ---------------------------------------------------------------------------- » » >RATI~NAL METNOD INITIAL SUBAREA ANALYSIS « « < ---------------------------------------------------- ---------------------------------------------------- ASSUMED INITIAL SUHAREA UNIFORM DEVEL~PMENT IS SIN6~E FAMILY (1/4 ACRE) TC = K*[(LENGTH~~3)/(ELEVATION CHAN6E)]*#.2 INITIAL SUHAREA FL~W-LENGTH = 655.00 UPSTREAM ELEVATION = 1097.30 DOWNSTREAM ELEVATION = 1057.50 ELEVATION DIFFERENCE = 39.80 TC = .393~[( 655.00~~3)/( 39.80)]**.2 = 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) _ SOIL CLASSIFICATION IS "D" SIN~LE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT SUHAREA RUNOFF(CFS) = 3.36 9.199 3.067 _ .8430 TOTA~ AREA(ACRES) = 1.30 TOTA~ RUNOFF(CFS) = 3.36 , t ~*####***~*~#ffi~~~~~*ffi#ffi**###~~*****~~~ffi~**~*~~~#**~~~~~*~***~*~*~#**ffi*~**~*~ FLOW PROCESS FROM NODE 209.01 TO NODE 209.01 IS CODE = 1 » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 9.20 RAINFALL INTENSITY (INCH./HOUR) = 3.07 TOTAL STREAM AREA (ACRES) = 1.30 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 3.36 ~*W~*~*#**##**~****~*~#*~~*~%ffi#~#*~~*~~~**~*~~*~*~~~#~~**ffiffi**#~~**#*~*ffi***ffi* FLOW PROCESS FROM NODE 210.00 TO N~DE 209.00 IS CODE = t }» » RATIONAL METHOD INITIAL SUBAREA ANALYSiS ««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ASSUMED INITIAL SUHAREA UNIFORM DEVELOPMENT IS SIN6LE FAMILY (1/4 ACRE) TC = K~[(LEN6TH~~3)/(ELEVATION CHAN6E)]~~.2 INI7IAL SUBAREA FLOW-LENGTH = 965.00 UPSTREAM ELEVATION = 1070.50 DOWNSTREAM ELEVATION = 1057.50 ELEVATION DIFFERENCE = 13.00 TC = .393~[( 965.00~~3)/( 13.00))**.2 = 14.517 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.385 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(i/4 ACRE LOT) RUNOFF COEFFICIENT =.B293 SUBAREA RUNOFF(CFS) = 5.46 TOTAL AREA(ACRES) = 2.76 TOTAL RUNDFF(CFS) = 5.46 *#~~**~~~ffi~~*~~*~#*****#*~~*~*~~~*~~#~~***~~~~#~~~~~~~~~**~~*#M**~~W~~~*~*** FLDW PROCESS FROM NODE 209.02 TO NODE 209.02 IS CDDE = 1 ------------------------------------------------------------- ' » » >DESIGNRTE INDEPENDENT STREAM FOR CONFLUENCE « « < 21 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT S7REAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 14.52 RAINFALL INTENSITY (INCH./HDUR) = 2.38 TOTAL STREAM AREA (ACRES) = 2.76 TOTA~ STREAM RUNOFF(CFS) AT CONFLUENCE = 5.46 **~~**~**~~~~~~~~~~~~ffi~*~**#~~##~*~~*~*~~~~~*~*~~~~~*##~#~*~**~***#~~~~##~~~ FLOW PROCESS FROM NODE 210.00 TD NODE 209.00 IS CODE = 2 ------ -------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVE~~PMENT IS SINGLE FAMILY (1/4 ACRE) TC = K~[(LEN6TH**3)/(ELEVATION CHAN6E)]~#.2 INITIA~ SUBAREA FLOW-LENGTH = 1235.00 UPSTREAIh ELEVATION = 1072.50 DOWNSTREAM ELEVATION = 1057.50 ELEVATION DIFFERENCE = 15.00 TC = .393~C( 1235.00~*3)/( 15.00)]~#.2 = 16.358 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.233 SOIL CLASSIFICATION IS "D" SIN~LE-FAMILY(114 ACRE ~OT) RUNOFF COEFFICIENT =.8253 SUBAREA RUNOFF(CFS) = 7.00 T~TAL AREA(ACRES) = 3.B0 TOTA~ RUNOFF(CFS) = 7.00 ~**~#*~##~******~***~~**~*~%~~**#**#*#~***~#*###~*~##*****#~***~~#~#*#~~~~*~ FLOW PROCESS FROM NODE 209.03 TO NODE 209.03 IS CODE = 1 -------------------------------------------------------------------------- » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < »»>AND COMPUTE VARI~US CONFLUENCED STREAM VALUES ««< -------------------------------------------------------------------------- -------------------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MINUTES) = 16.36 RAINFALL INTENSITY (INCH./HOUR) = 2.23 TOTAL STREAM AREA (ACRES) = 3.80 TOTA~ STREAM RUNOFF(CFS) AT CONFLUENCE = 7.00 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER ------- (CFS) ----------- (MIN.) --------- (INCH/HOUR) ---------------------------------- 1 3.36 9.20 3.067 2 5.4b 14.52 2.365 3 7.00 16.36 2.233 RAINFALL INTENSITY AND TIME OF CONCENTRATI~N RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNDFF VALUES ARE AS FO~LOWS: 10.76 14.29 14.56 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 14.56 TIME(MINUTES) = 16.358 TOTAL AREA(ACRES) = 7.86 *~***~~*****~##****#~~~*~*~#~*****~~~~~ffi*~*~~~*#~#~*~~**~****ffi~##*****~t**~* FLOW PROCESS FROM NODE 209.01 TO NDDE 209.01 IS CODE = 1 ---------------------------------------------------------------------------- ZZ , _- » »>DESIGNATE INPEPENDENT STREAM FOR CONFLUENCE « « < C~NFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: '- TIME OF CONCENTRATION(MINUTES) = 16.~6 RAINFALL INTENSITY (INCH./HOUR) = 2.23 TOTAL STREAM AREA (ACRES) = 7.86 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 14.56 , ~~****~********~******~*~#*************#**#****~************~#******~~#****~ F~OW PROCESS FROM NODE 211.00 TO NODE 209.00 IS CODE = 2 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANA~YSIS « « < . ' ____________________________________________________________________________ ASSUMED INITIAL SUBAREA UtVIFOP.M DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K#[(LENGTH~*3)/(ELEVATION CHAN6E)]~~.2 INITIAL SUBAREA FLOW-LENGTH = 850.00 UPSTREAM ELEVATION = 1106.50 ` ' DOWNSTREAM ELEVATION = 1057.50 ELEVATION DIFFERENCE = 49.00 TC = .393~[( 850.00*~3)/( 49.00)]*~.2 = 10.317 10.00 YEAR RAINFAL~ INTENSITY(INCH/HOUR) = 2.879 , SOIL CLASSIFICATION IS "D" SINGLE-FAMILY{1/4 ACRE LOT) RUNOFF COEFFICIENT =.8398 i SUBRREA RUNOFF(CFS) = 5.03 ;' TOTAL AREA(ACRES) = 2.08 TOTAL RUNOFF(CFS) = 5.03 ' ~#~******~~*~~~*#***~****~~~~~***~~ffi~~~**~~~~~**~***~~*~~~~~~~****#*#~~*~~~~ --FL~W PROCESS FR~M NODE 209.02 TO NODE 209.02 TS CODE = 1 G »»>DESI6NATE INDEPENDENT STREAM FOR CONFLUENCE« «< I CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 10.32 ' RAINFALL INTENSITY (INCH./HOUR) = 2.88 TOTAL STREAM AREA (ACRES) = 2.08 TOTAL STREAM RUNOFF(CFS) AT C~NFLUENCE = 5.03 *~*~~*~~~~~~**~~~*~*~~*~*~#~~~~~~~#~~~#~~~~~~~~~~#~~#~~~~#~~~~~~~~~ffi~~*~~~*~ FLOW PROCESS FROM NODE 209.70 TO NODE 209.70 IS CODE = 7 ---------------------------------------------------------------------------- »»>USER SPECZFIED HYDROLOGY INFORMATIDN AT NODE ««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- USER-SPECIFIED VALUES ARE AS FOLLOWS: TC(MIN) = 19.49 RAIN INTENSITY(INCH/HOUR) = 2.03 TOTAL AREA(ACRES) = 65.48 TOTA~ RUNOFF(CFS) = 121.25 **~***~~~**~*****~~***~*ffi~****~*~~#~***~*~~****~***~~#**~*~**#~*********~*~~ FLOW PROCESS FROM NODE 209.03 T~ NODE 209.03 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONF~UENCE « « < »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< ---------------- -- ----------------------- - -------------- -- ---------- -- ---------------------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MINUTES) = 19.49 RAINFALL INTENSITY (INCH./HOUR) = 2.03 t3 ' TOTAL STREAM AREA (ACRES) = 65.48 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 121.25 CONFLUENCE INFORMA7ION: STREAM RUNOFF TIME INTENSITY NUMHER (CFS) (MIN.) (INCH/HOUR) ------ - --- - ----------------- - - --- - - ------------------------------- 1 14.56 16.36 2.233 2 5.03 10.32 ?.879 3 121.25 19.49 2.027 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CDNFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 120.23 78.40 138.01 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 138.01 TIME(MINUTES) = 19.490 TOTAL AREA(ACRES) = 75.42 **#**~~~**~*~*~~~#***~##*~#****#***#~~*~****ffi**ffi**#~##**#~**#*~~*~*#**~#**~~ FLOW PROCESS FROM NODE 209.00 TO NODE 212.00 IS CODE = 3 » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » » >USIN6 C~MPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < DEPTH OF FLOW IN 39.0 INCH PIPE IS 28.2 INCHES ', , PIPEFLOW VELOCITY(FEET/SEC.) = 21.5 UPSTREAM NODE ELEVATION = 1057.50 , ' DOWNSTREAM NODE ELEVATION = 1053.20 FLOWLEN6TH(FEET) = 100.00 NANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 39.00 NUMBER OF PIPES = PIPEF~OW THRU SUBAREA(CFS) = 138.01 , TRAVEL TIME(MIN.) _ .08 TC(MIN.) = 19.57 1 ' ~~~~~~~~*~~~*~**~*~**~#~~~*~##~#~#~#*~**~*~**#*##**~*****~**###~**#***##*#~~ FLOW PROCESS FROM NODE 212.00 TO NDDE 215.00 IS CODE = 3 » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » »>USING CDMPUTER-ESTIMATED PIPESIZE (NDN-PRESSURE FLOW)« « < --------------------------------------------------------------- --------------------------------------------------------------- DEPTH OF FLOW IN 36.0 SNCH PIPE IS 28.6 INCHES PIPEFL~W VE~OCITY(FEET/SEC.) = 22.9 UPSTREAM NODE ELEVATION = 1053.20 DOWNSTREAM NODE ELEVATION = 1050.00 F~OWLEN6TH(FEET) = 60.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 36.00 NUMHER OF PIPES = 1 PIPEFL~W THRU SUHAREA(CFS) = 138.01 TRAVEL TIME(MIN.) _ .04 TC(MIN.) = 19.61 ~#~~~#**~**~**#**#*#***#~~~~**~#~#~~#~*~#*~~~~*~~*~~#*~~#~***~~*~~#~**~~~t*~ FLOW PROCESS FROM NODE 215.01 TO NODE 215.01 IS CODE = 1 ----- ------------------- -------------------------------------------- ---- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 19.61 RAINFALL INTENSITY (INCH./HOUR) = 2.02 24 TOTA~ STREAM AREA (ACRES) = 7~.42 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 138.01 ~~~~~~*~~*****~~~~*~~~~~~~~~*~*~~*~**~~~~~~~**~*~~~#~~~~~~~~*~~##~~~~~***~** FLOW PROCESS FROM NODE 216.00 TO NODE 215.00 IS CODE = 2 ------------------------ - -- -------- - ---------------- - ------ ------------ » » >RATI~NAL METHOD INI7IAL SUHAREA ANALYSIS « « < ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH FAIR COVER TC = K*[(LEN6TH*ffi3)/(ELEVATION CHANGE)7~*.2 INITIAL SUBAREA FL~W-LEN~TH = 490.00 UPSTREAM E~EVATION = 1075.00 DOWNSTREAM ELEVATION = 1050.00 ELEVATIDN DIFFERENCE = 25.00 TC = .709*C( 490.00~~3)/( 25.00)]~~.2 = 15.326 10.00 YEAR RAINFALL INTENSITY(INCH/HDUR) = 2.315 SOI~ CLASSIFICATION IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7550 SUHAREA RUNOFF(CFS) = 5.17 TOTAL AREA(ACRES) = 2.96 TOTAL RUNOFF(CFS) = 5.17 ~ *~~~~~~*#*~*~##*~~****~~*%**~~*~~~***~~~~~~#**~~~~~~~~#*~~~*~~*~~~~~*~**~~** FLOW PROCESS FROM NODE 215.02 TO NDDE 215.02 IS CODE = 1 , ----------------------------------------------------------------- » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE<C« < »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< I'; CONFWENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME DF CONCENTRATION(MINUTES) = 15.33 ' RAINFAL~ INTENSITY (INCH./HOUR) = 2.31 TOTAL STREAM AREA (ACRES) = 2.96 TOTA~ STREAM RUNOFF(CFS) AT CONFLUENCE = 5.17 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMHER (CFS) (MIN.) (INCH/HOUR) 1 138.01 19.61 2.021 2 5.17 15.33 2.315 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO F~RMU~A(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 142.53 113.03 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 142.53 TIME(MINUTES) = 19.611 TDTAL AREA(ACRES) = 78.38 *~~*~***~~#~##~*~~~*~~*~***~**#~#***~##~~##***~~**~~**~#~~~*#*~~*~#~#~ffi#~~~~ FLOW PROCESS FROM NODE 215.00 TO NODE 216.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » »>USIN6 COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < DEPTH OF FLOW IN 51.0 INCH PIPE IS 36.2 INCHES PIPEF~OW VELOCITY(FEET/SEC.) = 13.2 2l ' ' I ' I ' ~ ~J I ' I ' I , I ~ I ' UPSTREAM P10DE ELEVATION = 1050.00 DOWNSTREAM NODE ELEVATION = 1C~40.80 FLOWLENGTH(FEET) = 800.00 MANNIN65 N = .013 ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES = 1 PIPEFL~W THRU SUHAREA(CFS) = 142.53 TRAVEL TIME(MIN.) = 1.01 TC(MIN.) = 20.62 *~#**~~***~#***#:K#*~~~**~~~***~*~~#~~~~~~~~~###~~**~~*~~~~*~*~#~*~~#~~~#M:**~ FLOW PROCESS FROM NODE 216.00 TO NODE 217.00 IS CODE = 3 » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » »>USIN6 COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« <C< ------------------------------- DEPTH OF FLOW IN 51.0 INCH PIPE IS 40.9 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 11.7 UPSTREAM NODE ELEVATION = 1040.80 DOWNSTREAM NODE E~EVATION = 1038.70 F~OWLEN~TH(FEET) = 240.00 MANNIN6S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUHAREA(CFS) = 142.53 TRAVEL TIME(MIN.) _ .34 TC(MIN.} = 20.96 #~~~**~*~~*#**~~~~~~**#~~~*~~*ffi~**~ffi~##~~~~~*~~~*#*###****~*Nc*~~****##~*~ffi#~ F~~W PROCESS FROM NODE 217.01 TO NODE 217.01 IS CODE = 1 _----------- - -- - ------------------------ ------- » »>DESI6NATE INDEPENDENT STREAM FOR CONFLUENCE « « < CDNFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTE5) = 20.96 RAINFALL INTENSITY (INCH./HOUR) = 2.95 T~TAL STREAM AREA (ACRES) = 78.38 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 142.53 *****~*~*~*~##Mc#%k~#~**%**Mc***~#*#######*#**~*~*~****~~%*****~#~*~*~~~~~#~~#* FLOW PROCESS FROM NODE 218.00 TO NODE 219.00 IS CODE = 2 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUHAREA ANALYSIS « « < ------------ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS: UNDEVELOPED WITH FAIR COVER TC = K#[(LENGTH**3)/(ELEVATION CHAN6E)]~~.2 INITIAL SUBAREA FLOW-LENGTH = 250.00 UPSTREAM ELEVATION = 1068.00 DOWNSTREAM ELEVATION = 1033.00 ELEVATION DIFFERENCE = 35.C~0 TC = .704~[( 250.00#~3)/( 35.00)]**.2 = 9.568 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.001 S~IL CLASSIFICATIDN IS "D" UNDEVELOPED WATERSHED RUNOFF COEFFICIENT = .7839 SUHAREA RUNOFF(CFS) _ .75 TDTAL AREA(ACRES) _ .32 TOTAL RUNOFF(CFS) _ .75 W~~~~*Mc*M:NcN:ffi********#~**~~**Mc*~******~*~****~**Mc&********~W**~**#*#*~*k'W~~Y** '~ __FLOW PROCESS FROM NODE 219.00 TO NODE 217.00 IS CODE = 3 ---------------------------------------------------------------------- » » >COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < ' ~~ ' ' ' , ' ' ' ' ' ' ., ?» ~?USING COMPUTEF.-ESTIMATED PIPESIZE (NON-PRESSLIRE FLOW)« « < ESTIMATED PIPE DIAMETER(INCH) INCREASED TO 18.~00 DEPTH OF FLOW IN 18.0 INCH PIPE IS 3.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 3.3 UPSTREAM NODE E~EVAT:ON = 1033.G0 DOWNSTREAM NODE ELEVATION = 1032.50 F~OWLENGTH(FEET) = 5~.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) _ .75 TRAVEL TIME(MIN.) _ .26 TC(MIN.) = 9.82 *~****#*ffi#~##~~#~##~~#*~~~~~#*~**~*~###*~~~~*~~~:K~~*#~~*~******~*~~~~*~~t~*~ FLOW PROCESS FROM NODE 217.02 TO NODE 217.02 IS CODE = 1 ?» » DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE ««< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< --------------------------------------------------------- --------------------------------------------------------- CONFLUENCE VALUES UScD FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 9.B2 RAINFALL INTENSITY (INCH./HOUR) = 2.9b T~TAL STREAM AREA (ACRES) _ .32 TOTAL STREAM RUNOFFtCFS) AT CONFLUENCE _ .75 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) ---------------------------------------------------------- 1 142.53 20.96 1.948 2 .75 9.82 2.958 j' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 143.02 67.55 , COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLDWS: RUNOFF(CFS) = 143.02 TIME(MINUTES) = 20.962 T~TAL AREA(ACRES) = 78.70 ' ~k~k~~*#~k~~K~~~*~~~~~~~~~#~~~~~~~~~~~~~~~~k~#~~~#~~~~~~~~~~~~~~~~~~~~*~~~~~#~~K~~ FLOW PROCESS FROM NODE 217.00 TO NODE 220.00 IS CODE = 3 ' ---------------------- ---------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » »>USIN6 COMPUTER-ESTSMATED PIPESIZE (NON-PRESSURE FLOW)« « < t ____________________ DEPTH OF FL~W IN 51.0 INCH PIPE IS 40.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 11.8 ' UPSTREAM NODE ELEVATION = 1038.70 DOWNSTREAM NODE ELEVATION = 1037.90 FLOWLENGTH(FEET) = 90.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMBER OF PIPES = 1 ' PIPEF~OW THRU SUBAREA(CFS) = 143.02 TRAVEL TIME(MIN.) _ .13 TC(MIN.) = 21.09 ,~ #~~*~#~*~~~*Mcffi~**~*#k~***~*#~*~~~~**~~*****~#~~**~~#~*#**M:**~#~**##~#~W#**** FLOW PROCESS FROM NODE 220.01 TO NODE 220.01 IS CODE = 1 ----------------------------------------------------------------------- - - - ' Z~ ?» » DESIGNATE INDEPENDENT STREAM FOR COPdFLUENCE ««< - CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 21.09 RAINFALL INTENSITY (INCH./HOUR) = 1.94 TOTAL STREAM AREA (ACRES) = 78.70 TOTAL STREAM RUNOFF(CFS) AT CDNFLUENCE = 143.02 **~*~~~#~~~*~~~*~~~X*~~#~#***~~~~*~~***#*~*~**~*~##~~~*~~~~#*~~****~~*~***~~ FLOW PROCESS FROM NODE 221.00 TO NODE 222.00 IS CODE = 2 ---------------------------------------------------------------------------- » » >RATIONAL METHOD INITIAL SUHAREA ANALYSIS « « < ASSUMED INITIAL SUHAREA UNIFORM DEVELOPMENT IS COMMERCIA~ TC = K~[(LENGTH**3)/(ELEVATION CHAN6E)}~*,2 INITIA~ SUBAREA FLOW-LENGTH = 940.00 UPSTREAM ELEVATION = 1120.00 DOWNSTREAM ELEVATION = 1048.50 ELEVATION DIFFERENCE = 71.50 TC = .303*[( 940.00~~3)/( 71.50)]*#.2 = 7.845 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.348 SOIL CLASSIFICATION IS "D" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .BB95 SUBAREA RUNOFF(CFS) = 2.74 TOTAL AREA(ACRES) _ .92 TOTAL RUNOFF(CFS) = 2.74 ~~~*~~*~~~~~~~~~~~~*~*######~#*~*~**~~~*~**~~~~~~~~~~~**~~~~~*~***~*#**~~~#* '; FLOW PROCESS FROM NODE 222.00 TO NODE 220.00 IS CODE = b ---------------------------------------------------------------------------- ' -- » »>COMPUTE-STREETFLOW-TRAVELTIME_THRU-SUHAREA « « <---------------------- UPSTREAM ELEVATION = 1048.50 DOWNSTREAM ELEVATION = 1037.90 STREET LEN~TH(FEET) = 1065.00 CURB HEI6TH(INCHES) = b. , STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL ~RADEBREAK = 12.00 ' INTERIOR STREET CROSSFALL(DECIMA~) _ .020 OUTSIDE STREET CRDSSFALL(DECIMAL) .020 I SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ~ ~*TRAVELTIME COMPUTED USIN6 MEAN F~OW(CFS) = 3.59 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ .36 HALFSTREET FLOODWIDTH(FEET) = 11.BB AVERA6E FLOW VELOCITY(FEET/SEC.) = 2.35 ' PRDDUCT OF DEPTH&VELOCITY = .85 STREETFLOW TRAVELTIME(MIN) = 7.56 TC(MIN) = 15.40 ' 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.308 SOIL CLASSIFICATIDN IS "D" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8855 SUBAREA AREA(ACRES) _ .81 SUHAREA RUNOFF(CFS) = 1.66 SUMMED AREA(ACRES) = 1.73 TOTAL RUNOFF(CFS) = 4.40 '~ END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .38 HALFSTREET FLOODWIDTH(FEET) = 12.62 t FLOW VELOCITY(FEET/SEC.) = 2.57 DEPTH*VELOCITY = .97 ~ , - **~~~**~*~»**~~~*~*****~~**~~~*~***~***~~***~~~*~~~~*~~~~~~~~*~*~**~*****~~* ' --FLOW PROCESS FR~M NODE 220.02 TO NODE 220.02 IS CODE = 1 .: ------------------------------------------------------- ------------- » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: " TIME OF CONCENTRATION(MINUTES) = 15.40 , RAINFALL INTENSITY (INCH./HOL1R) = 2.31 TOTAL STREAM AREA (ACRES) = 1.73 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 4.40 ~ ~ ~***#*~~*****#*~***~~#*****##****:K**~***********~Nc****~*********#*~:k~~*#~*~* FLOW PROCESS FRDM NODE 209.00 TO NDDE 220.00 IS CODE = 2 ! ' ----------- --------------------------------- - ------------------- » »>RA7i0NAL I'IETHOD INITIAL SUBAREA ANALYSISC« « I, ' ASSUMED INITIAL SUBAREA UNIFORM DEVE~OPMENT IS COMMERCIAL TC = K~[(LENGTH~~3)/(ELEVATION CHANGE)~**.2 INITIAL SUBAREA FLOW-LEN6TH = 1280.00 ' UPSTREAM ELEVATION = 1057.50 D~WNSTREAM ELEVATION = 1037.90 ELEVATION DIFFERENCE = 19.60 ' TC = .303ffiC( 1280.00**3)/( 19.60)]**.2 = 12.231 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.621 SOIL CLASSIFICATION IS "D" ' COMMERCIAL DEVELOPMENT RUNDFF COEFFICIENT = .8870 SUBAREA RUNOFF(CFS) = 4.30 TOTAL AREA(ACRES) = 1.85 TOTAL RUNOFF(CFS) = 4.30 ~ ~~~****~~~ffi~******~*~~~##~~~~~:k:k:k#*~~~M:~****#~*~~~*~*M*~*~~&~~**~~~~~Mc*#*~~* FLOW PROCESS FROM NODE 220.03 TO NODE 220.03 IS CODE = 1 ' ----------------------------------------------------------------- >; »>DESI6NATE INDEPENDENT STREAM FOR CONFLUENCE « « < »»>AND COMPLJTE VARIOUS CONFLUENCED STREAM VALUES ««< , CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME ~F CONCENTRATION(MINUTES) = 12.23 RAINFALL INTENSITY (INCH./HOUR) = 2.62 ' TOTAL STREAM AREA (ACRES) = 1.85 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 4.30 , CONFLUENCE INFORMATION: STREAM RUN~FF TIME INTENSITY NUMBER {CFS) (MIN.) (INCH/HOUR) ---------- - --- - ---------------------------------------------------------- ' 1 143.02 21.09 1.941 2 4.40 15.40 2.308 3 4.30 12.23 2.621 I RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. ` VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: ' 149.91 112.65 90.74 COMPUTED CONFLUENCE ESTIMATES ARE AS FOL~OWS: ' RUNOFF(CFS) = 149.91 TIME(MINUTES) = 21.089 29 ~ TOTAL AREA(ACREST = 82•28 ' **~**~****ffi**#******~~~~****~~~ffi**~*%~***M*~**M*~R~#~***%***~~*~*****~%***~* FLOW PROCESS FROM NDDE 220.00 TO NODE 223.00 IS CODE = 3 ' ------------- - ---------------- - ----- ------------- - --------------------- ' » »>CDMPUTE PIPEFLOW TRAVE~TIME THRU SUBAREA « « < »:>%USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « C ' DEPTH OF FLOW IN 51.0 INCH PIPE IS 40.2 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 12.5 UPSTREAM NODE ELEVATION = 1037.90 ' DOWNSTREAM NODE ELEVATION = 1037.40 FLOWLENGTH(FEET) = 50.00 MANNINGS N = .01~ ESTIMATED PIPE DIAMETER(INCH) = 51.00 NUMHER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 149.91 ' TRAVEL TIME(MIN.) _ .07 TC(MIN.) = 21.16 ' *~~*~#~~**#~~~~~~#####~**~**~*~~~~~~~~~#~~*~~#~***~~**###M~***~*~~*****~~~~* FLQW PROCESS FROM NODE 223.01 TO NODE 223.01 IS CODE = 1 ---------------------------------------------------------------------------- ' _- » »>DESIGNATE-INDEPENDENT-STREAM-FOR-CONFLUENCE « « <--------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 21.16 ' RAINFALL INTENSITY (INCH./HOUR) = 1.94 TOTAL STREAM AREA (ACRES) = 82.28 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 149.91 ' ~~~#~~~~~~~~~~~~~~~~~~~~*ffi***ffi~~~#**~##~*%~~~~~~~~~*~~~~~#~~~~~~*~~~~~~~**** ' _-FLOW-PROCESS-FROM-NODE_-_224.00_TO-NODE__-223_00-IS-CODE = 2 » »>RATIONA~ METHOD INITIAL SUBAREA ANALYSIS « « < ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- , RSSUMED INITIAL SUBAREA UNIFORM PEVELOPMENT IS SIN6LE FAMILY (1/4 ACRE) TC = K~[(LENGTH~~3)/(ELEVATION CHANGE)]~~.2 ' INITSAL SUBAREA FLOW-LENGTH = 310.00 UPSTREAM ELEVATION = 1042.50 D~WNSTREAM ELEVATI~N = 103B.10 ' ELEVATTON DIFFERENCE = 4.40 TC = .393~[( 31U.00#*3)/( 4.40)]~#.2 = 9.122 10.00 YEAR RAI,NFALL INTENSITY(INCH/HOUR) = 3.081 S~IL CLASSIFICA7ION IS "D" , SIN~LE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8433 SUBAREA RUNOFF(CFS) = 1.82 TOTAL AREA(ACRES) _ .70 TOTAL RUNOFF(CFS) = 1.82 ' *~*~~~#~~~***~~*****~~*~********~*****#**#*~~~~*~*~~~*~~~~*~**~********R**** FLOW PRDCESS FROM NODE 223.02 TO NODE 223.02 IS CODE = 1 , ------------------------------------------------------------ » »>DESI6NATE INDEPENDENT STREAM FOR CONFLUENCE « « < --------------------------------------------------------- - CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: '~. TIME OF CONCENTRATIDN(MINUTES) = 9.12 RAINFALL INTENSITY (INCH./HOUR) = 3.08 ' TOTAL STREAM AREA (ACRES) _ .70 30 TOTAL S7REAri RUNOFF(CFS) AT CONFLUENCE = 1.82 ' .. li ~ **~~~~%*~**~~*~*~***~%~*****~*M~*#*#~*~~~~~~#~~~*#*~**~~~*~*****~~~*t~****~~ F~OW PROCESS FROM NODE 225,00 TO NODE 223.U0 IS CODE = 2 » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMI~Y (1/4 ACRE) TC = K*[(LEN6TH**3)/(ELEVATION CHANGE)7**.2 INITIAL SUHAREA FLOW-LEN~TH = 770.00 UPSTREAM ELEVATION = 1044.50 DOWNSTREAM ELEVATION = 1038.10 ELEVATION DIFFERENCE = b.40 TC = .393~[( 770.00~~3)/( 6.40)]~~.2 = 14.609 10.00 YEAR RAINFA~L INTENSITY(INCH/HOUR) = 2.377 SOIL CLASSIFICATIDN IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8291 SUBAREA RUNOFF(CFS) = 4.34 TOTAL AREA(ACRES) = 2.20 T~TAL RUNOFF(CFS) = 4.34 *~~*~#~~~**#*~~~*~~~~#*~~~~~~~~~~~~~~~~~~~~~~~~~*~*~~~#~~*~~~~~*~~****~#~~~~ F~OW PROCESS FROM NODE 223.03 TO N~DE 223.03 IS CODE = 1 --------------------------------------------------- » » >DESIGNATE INDEPENDENT STREAM FDR CONF~LJENCE « « < »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< --------------------------------------------------------- --------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME ~F CONCENTRATION(MINUTES) = 14.61 RAINFALL INTENSITY (INCH./HOUR) = 2.38 TOTAL STREAM AREA (ACRES) = 2.20 TOTAL STREAM RUNOFF(CFS) AT CON~ WENCE = 4.34 CONF~UENCE INFORMATION: , STREAM RUNOFF TIME INTEIVSITY NUMBER (CFS) (MIN.) (SNCH/HOUR) ---------------------------------------- , 1 149.91 21.16 1.938 2 1.82 5.12 3.081 3 4.34 14.61 2.377 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATI~ FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: ' 154.58 69.16 109.25 COMPUTED CONFLUENCE ESTIMATES ARE AS FOL~OWS: RUNDFF(CFS) = 154.58 TIME(MINUTES) = 21.156 ' TOTAL AREA(ACRES) = 85.18 ~~~**&~##~*#~Y#~*~ffi~*~#~~~~~~#M:~#~#**~#ffi**~##*~##~~~~~~~~~~#M:#*#~#*#**:k#*~*** 1 __FLOW PROCESS FROM NODE 223.00 TO NODE 226.00 IS CODE = 3 ---------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < ' » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < ------- -- ----------------------------------------------------- DEPTH OF FLOW IN 69.0 INCH PIPE IS 51.2 INCHES ' PIPEF~OW VEL~CITY(FEET/SEC.) = 7.5 31 UPSTREAM NODE ELEVATIDN = 1038.10 DOWNSTREAM NODE ELEVATION = i0~7.70 FLOWLEN6TH(FEET) = 165.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH? = 69.00 NUMBER OF FIPES = 1 PIP-FLOW THRU SUBAREA(CFS) = 154.58 TRAVEL TIME(MIIV.) _ .37 TC(MIN.) = 21.52 ~~***~~#~~~**~~~~~~~***#~**~*~*~*~*~~#~~***~~****#**~ffi~~*#~~**%~*~~~**~*~*** FLOW PROCESS FROM NODE 226.00 TO NODE 227.00 IS CODE = 3 i» » COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA ««< » » >USING COMPUTER-ESTIMATED PIPESIZE (N~N-PRESSURE FLOW)« « < ------------- DEPTH OF FLOW IN 48.0 INCH PIPE IS 35.6 INCHES PIPEFLOW VEL~CITY(FEET/SEC.) = 15.5 UPSTREAM NDDE ELEVATION = 1037.70 DOWNSTREAM NODE ELEVATION = 1028.00 FLOWLENGTH(FEET) = 575.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 48.G0 NUMHER DF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 154.58 TRAVEL TIME(MIN.) _ .62 TC(MIN.) = 22.14 END OF RATIONAL METHOD ANALYSIS ~ CJ10 STLJRM FREQL/ENCY S T O R M D R A I N L I NE " D" I ' 1 _~t , '~ ~ 'J THE FC7LL01.~IING SHEETS ARE TRKEN FRQM THE HYDRQLOGY AIVD HYDRALJL I CS REPQRT FOR TRACT 2 32 6 7 UN S T 2 A ND A R E F O R R EF EREN C E T Q D A TR W H I C N S S U S E D T O C O N T I N LJ E T HE S T O R M D R A S N SYSTEM DL7WNSTREAM _ PLEASE R EFER T a THE C O MP L E T E R E P O R T F~R ML7RE DETA S LED S NFORMAT I ON SHOULD I T BE REQLI I RED _ 34 i~ I''°'. I ' ' ' , ' , , ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOLIS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 32.89 32.27 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 32.89 TIME(MINUTES) = 18.099 TDTAL AREA(ACRES) = 17.72 , M:##**%~***ffi*~###*~*~#~~**#*#****~~*~**~~*~Nc#***~***Mc**#~**~*Nc***~~*~*#****~~ F~OW PROCESS FROM NODE 210.00 TO NODE 307.00 IS CODE = 3 ' ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < :» » USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« «< ' DEPTH OF FLOW IN 27.0 INCH PIPE IS 18.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 11.3 UPSTREAM NODE ELEVATION = 1062.50 ' DOWNSTREAM NDDE ELEVATION = 1059.50 FLOWLENGTH(FEET) = 150.00 MANNIN65 N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 ' PIPEFLOW THRU SUHAREA(CFS) = 32.89 TRAVEL TIME(MIN.) _ .22 TC(MIN.) = 1B.32 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ' END DF RATIONAL METHOD ANALYSIS ,`: PRODUCT OF DEPTH&VELOCITY = 1.74 STREETFLOW TRAVELTIME(MIN) = 4.44 TC(MIN) = 17.31 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.165 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LDT) RUNOFF COEFFICIENT =.8233 SUBAREA AREA(ACRES) = 4.48 SUBAREA RUNOFF(CFS) = 7.98 SUMMED AREA(ACRES) = 6.42 TOTAL RUNOFF(CFS) = 12.10 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .40 HALFSTREET FLODDWIDTH(FEET) = 15,88 FLDW VELDCI7Y(FEET/SEC.) = 5.35 DEPTH~VELOCITY = 2.14 ~A~~*#*~*****~**ffi*:K~~~~~#~#~~*~*~~~~~~k#~~*~~**~~***#**~~#~****~~##~~~~~~*~*** FLOW PROCE5S FROM NODE 210.02 TO NODE 210.02 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNRTE INDEPENDENT STREAM FOR CONFLUENCE « « < »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< ------------------------------------------------------------- CONFLIJENCE VALLIES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CDNCENTRATIDN(MINUTES) = 17.31 RAINFALL INlENSITY (INCH./HOUR) = 2.16 TOTAL STREAM AREA (ACRES) = 6.42 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 12.10 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS)-----(MIN~)-(INCH/HDUR) --------------- -------- 1 21.08 18.10 2.112 - 2 12.10 17.31 2.165 ' 3S i~ ~_. ~ ~~ ~t ~~ I , I ' I , I ' I ' I , I , I ' I , I 1 I , I 1 : END OF REFERENCE DATA ' i~ I , I , I , ' Riverside Countc• Rational Hydrologv Program CIVILC9DD/CIVILDESZGN Engineering Software, (c) 1992 Rational Hydrologv Studp Date: 6/ 9/92 Anal,r-sis prepared by: CROSBY MEAD BENTON & ASSOCIATES, INC. 5650 E1 Camino Real, Suite 200 Carlsbad, California 92008 (619) 438-1210 ----------------------- TRACT 23267-3 (OLD VAIL ' STORM DRAIN LINE "D" FILE: OVDIO.OUT Q10 STORM FREQUENCY ' ********* Hydrology ----------------------- RANCH) Version 3.1 Study Control Information ********** -------------------------------------------------------------- ~ Rational Method Hydrology Program based on Riverside County Flood Control & Water Conservation District 1978 hvdrology manual ' Storm event (Srear) = 10.00 Antecedent Moisture Condition = 2 Standard intensit,y-duration curves ,- For the [ Murrieta,Tmc,Rnch CaNorco 10 year storm 10 minute intensity = ' 10 year 100 year storm 60 minute intensity = storm 10 minute intensity 100 ~ear storm 60 minute intensity data IPlate D-4.1) ] area used. 2.900 (in./hr.) 1.080 (in./hr.) = 4.280 (in./hr.) = 1.600 (in./hr.l ' Storm event }~ear = 10.0 Calculated rainfall intensity data: 1 hour intensity = 1.080 (in,/hr.l , Slope of intensity duration curve = 0.5510 ' ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 307.700 to Point/Station 307.700 **** USER DEFINED FLOW INFORMATION AT A POINT **** Rainfall intensity = 2.0761In/Hr) for a 10.0 year storm ' UNDEVELOPED (fair cover) subarea Runoff Coefficient = 0.802 Decimal fraction soil group A= 0.000 ' Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1,000 RI index for soil(AMC 2) = 84.00 -~ User specified values are as follows: TC = 18.32 min. Rain intensity = 2.08fIn/Hr) ' Total area = 17.701Ac.1 Total runoff = 32,901CFS) 37 i~ ~ , I , I 1 I , I ' I , I , I' , ' , ' ' ' ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 307.000 to Point/Station 701.000 **** PIPEFLOW TRAVEL TIME (User specified sizel **** Upstream point/station elevation = 1076.00(Ft.l Downstream point/station elevation = 1036.501Ft.) Pipe length = 120.00(Ft.) Manning's N= 0.013 No. of pipes = 1 Reguired pipe flow = 32.9001CFS) Given pipe size = 36.OOIIn.) Calculated individual pipe flow = 32.900~CFS) Normal flow depth in pipe = 7.14(In.) Flow top width inside pipe = 28.701In.) Critical Depth = 22.36(In.l Pipe flow velocity = 33.121Ft/s) Travel time through pipe = 0.06 min. Time of concentration (TC) = 18,38 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 401.010 to Point/Station 701.010 **** CONFLUENCE OF MINOR STRE4MS **** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 17.700(Ac.) Runoff from this stream = 32.900(CFS) Time of concentration = 18.38 min. Rainfall intensity = 2.073(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 604.000 to Point/Station 912.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 525.OOOIFt,) Top (of initial area) elevation = 1113.800(Ft.) Bottom lof initial area) elevation = 1039.3001Ft.) Difference in elevation = 74.500(Ft.) Slope = 0.14190 s~percent)= 14.19 TC = k(0.7101*[(length"3)/(elevation changel]"0.2 Initial area time of concentration = 12.851 min. Rainfall intensity = 2.524(In/Hr) for a 10.0 UNDEVELOPED (fair cover) subarea Runoff Coefficient = 0.818 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group G= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 84.00 Initial subarea runoff = 3.943(CFS) Total initial stream area = 1.9101Ac.) Pervious area fraction = 1.000 pear storm ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ + Process from Point/Station 712.000 to Point/Station 701.000 **** IMPROVED CHANNEL TRAVEL TIME **** Upstream point elevation = 1039.30(Ft.) ? i` ' ' ' %. I ' I , I , I , I ' I , I ,-. , I ' I 1 I ' I ' I ' I ' I , I , I ' 1 32.900 18.38 2.073 2 8.414 14.61 2.352 Largest stream flow has longer time of concentration Qp = 32.900 + sum of Qb Ia/Ib 8.414 * 0.881 = 7.414 Qp = 40.314 Total of 2 streams to confluence: Flow rates before confluence point: 32.90~ 8.414 Area of streams before confluence: 17.700 4.250 Results of confluence: Total flow rate = 40.314(CFS) Time of concentration = 18.380 min. Effective stream area after confluence = 21.950(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 701.000 to Point/Station 702.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation = 1030.65~Ft.~ Downstream point/station elevation = 1029.61(Ft.) Pipe length = 120.OOIFt.) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 40.314(CFS) Given pipe size = 42.OO~In.) Calculated individual pipe flow = 40.314(CFSI Normal flow depth in pipe = 19.2711n.) Flow top width inside pipe = 41.86(In.) Gritical Depth = 23,7211n.) Pipe flow velocity = 9.37(Ft/s) Travel time through pipe = 0,21 min. Time of concentration (TC) = 18.59 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 702.010 to Point/Station 702.010 **** CONFLUENCE OF MINOR STREAMS **** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 21.950(Ac.) Runoff from this stream = 40.3141CFS) Time of concentration = 18.59 min. Rainfall intensity = 2.O6011n/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 605.000 to Point/Station i03.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 620.000(Ft.) Top (of initial area) elevation = 1043.9001Ft.) Bottom (of initial area) elevation = 1040.200(Ft.1 Difference in elevation = 3.700(Ft,) Slope = 0.00597 sfpercentl= 0.60 TC = k10.3901*[Ilength"3)/lelevation change)]"0.2 Initial area time of concentration = 14.219 min. 4d **** SUBAREA FLOW ADDZTION **** SINGLE FAMILY I1/4 Acre Lot) Runoff Coefficient = 0.825 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMC 2) = 75.00 Time of concentration = 16.40 min. Rainfall intensity = 2.2071In/Hr) Subarea runoff = 1.383(CFS) for Total runoff = 6.210iCFS) Total for a 10.0 year storm 0.760(Ac.l area = 3.260~Ac.1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 702.020 to Point/Station 702.020 **** CONFLUENCE OF MINOR STREAMS **** Along Main Stream number: 1 in normal stream number 2 , Stream flow area = 3.2601Ac.~ Runoff from this stream = 6.210(CFS) ' Time of Rainfal concentration = 16.40 min. l intensity = 2.207(In/Hr) Summary of stream data: , Stream Flow rate TC Rainfall Intensity No. (CFS) Imin) (In/Hr) ' 1 40.314 18.59 2.060 2 6,210 16.40 2.207 Largest stream flow has longer time of concentration , Qp = 40.314 + sum of Qb Ia/Ib 6.210 * 0.933 = 5,795 ~ Qp = 46.109 Total of 2 streams to confluence: Flow rates before confluence point: 40.314 6.210 Area of streams before confluence: 21.950 3.260 Results of confluence: Total flow rate = 46.109(CFS) Time of concentration = 18.594 min. Effective stream area after confluence = 25.210(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 702.000 to Point/Station 704.000 **** PIPEFLOW TRAVEL TIME IUser specified size) **** Upstream point/station elevation = 1029.611Ft.) Downstream point/station elevation = 1028.80(Ft.) Pipe length = 88.OOIFt.) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 96.109(CFS) Given pipe size = 42.OOlIn.) Calculated individual pipe floh = 46.109(CFS1 Normal flow depth in pipe = 20.441In.) ~Z Flow top Fidth inside pipe = 41.98(In.) Critical Depth = 25.43(In.) Pipe flow velocity = 9.92(Ft/s) Travel time through pipe = 0.15 min. Time of concentration ITC) = 18.74 min. I , I ' I ' ! ' ~ +++++++++++++++++++++++++++++++++++++++++++++t++++++++++++++++++++++++ Process from PointjStation 704.010 to PointlStation 704.010 **** CONFLUENCE OF MINOR STREAMS **** Along Main Stream number: 1 in normal stream number 1 Stream flow area = 25.210(Ac.) Runoff from this stream = 46.1091CFS) Time of concentration = 18.74 min. Rainfall intensitv = 2.0511In/Hr) ++++++++t+++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 705.000 to Point/Station 706.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 740.000(Ft.) Top (of initial area) elevation = 1045.700(Ft.) Bottom (of initial area) elevation = 1040.200(Ft.) Difference in elevation = 5.500(Ft.) Slope = 0.00743 s(percentl= 0.74 TC = k10.390)*[Ilength"3)/lelevation changel]"0.2 Initial area time of concentration = 14.606 min. Rainfall intensity = 2.35211n/Hr) for a 10.0 year storm SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.828 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 75.00 Initial subarea runoff = 3.4691CFS) Total initial stream area = 1.i80~Ac.) Pervious area fraction = 0.500 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 707.000 to Point/Station 706.000 **** SUBAREA FLOW ADDITION **** SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.828 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMC 2) = 75.00 Time of concentration = 14.61 min. Rainfall intensitp = 2.3521In/Hr) for a 10.0 vear storm Subarea runoff = 2.768(CFS) for 1.420(Ac.l Total runoff = 6.2371CFS) Total area = 3.20019c.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ~3 Process from Point/Station 706.000 to Point/Station i0S.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** Top of street segment elevation = 1040.2001Ft.) End of street segment elevation = 1038,4001Ft.1 Length of street segment = 265.000(Ft.) ~ u n J ~ ' Height of curb above gutter flowline = 6.OlIn.) Width of half street (curb to crown) = 22.000(Ft.) Distan ce from crown to crossfall grade break = 20.OOOIFt.) Slope from gutter to grade break (v/hz) = 0.015 Slope from grade bre ak to crown (v/hz) = 0.015 Street flow is on [1] side(s) of the street Distance from curb to propert,y line = 8.OOOIFt.) Slope from curb to property line (v/hzi = 0.020 Gutter uidth = 2.OOOIFt.) Gutter hike from flowline = 2.000(In.) Manning's N in gutter = 0.0150 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = Depth of flow = 0.4191Ft.) Average velocity = 2.3741Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 18.520(Ft.) Flow velocity = 2.37~Ft/s) Travel time = 1.86 min. TC = 16.47 min. Adding area flow to street COMMERCI9L subarea type Runoff Coefficient = 0.885 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 75.00 Rainfall intensity = 2.2021In/Hr) for a 10.0 Subarea runoff = 0.390(CFS) for 0.200(Ac.l Total runoff = 6.6291CFS) Total area = 3 Street flow at end of street = 6.627(CFSI Half street flow at end of street = 6.6271CFS) Depth of flow = 0.418(Ft.) Average velocity = 2.3891Ft/s) Flow width (from curb towards crown)= 18.752(Ft.l 6.432(CFS) ~•ear storm 4001Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 707.000 to Point/Station 708.000 **** SUBAREA FLOW ADDITION **** SINGLE FAMILP il/4 Acre Lot) Runoff C oefficient = 0.824 ' Decimal fraction soil group A= 0,000 Decimal fraction soil group B= 0.000 , Decimal Decimal fraction soil fraction soil group C= group D= 0.000 1.000 RI index for soil(AMC 2) = 75. 00 Time of concentration = 16.47 min. ' Rainfall intensitv = 2.202( In/Hr) for a 10.0 ~°ear storm Subarea runoff = 2.070(CFS) for 1.140(Ac.l ' Total ru noff = 8 .6961CFS) Total area = 4.5401Ac.) uy ++++++++++++++++++++++++++++++++++++++++++++++++++++~+++++++++++++++++ Process from Point/Station i08.020 to Point/Station 704,020 **** CONFLUENCE OF MINOR STREAMS **** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 4.5401Ac.) Runoff from this stream = 8.696(CFS) Time of concentration = 16.47 min. Rainfall intensity = 2.202(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 709.010 to Point/Station 910.010 **** INITIAL AREA EVALUATION **** Initial area flow distance = 765.OOOIFt.) Top (of initial area) elevation = 1043.800(Ft.) Bottom lof initial area) elevation = 1038.4001Ft.) Difference in elevation = 5.400(Ft.f Slope = 0.00706 slpercent)= 0,71 TC = k(0.3901*[(length"3)/(elevation change)]"0.2 Initial area time of concentration = 14.955 min. Rainfall intensit,v = 2.322(In/Hr) for a 10.0 SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.828 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 75.00 Initial subarea runoff = 3.171(CFS) Total initial stream area = 1.6501Ac.) Pervious area fraction = 0.500 ~~ear storm ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 709.020 to Point/Station 710.020 **** SUBAREA FLOW ADDITION **** SINGLE FAMILY (1/4 Acre Lot) Runoff Coefficient = 0.828 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMG 21 = 75.00 Time of concentration = 14.95 min. Rainfall intensitv = 2.3221In/Hr) for a 10.0 pear storm SUbarea runoff = 2.556(CFS) for 1.330(Ac.) Total runof£ = 5.7281CFS) Total area = 2.980(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 710.030 to Point/Station 704.030 **** CONFLUENCE OF MINOR STREA?iS **** Along Main Stream number: 1 in normal stream number 3 Stream flow area = 2.980(Ac.) Runoff from this stream = 5.728(CFS1 UUQ Time of concentration = Rainfall intensity = Summary of stream data: Stream Flow rate No, ICFS) 14.95 min. 2.322(In/Hr) Rainfall Intensit~~ (In/Hr) TC Imin) i ~6.109 18.74 2 8.696 16.47 3 5.728 14.95 Largest stream fl ow has longer Qp = 46.109 + sum of Qb Ia/Ib 8.696 * 0.931 = Qb Ia/Ib 5.728 * 0.883 = Qp = 59.265 ' Total Flow of 3 streams to confluence: rates before confluence point: 46.109 8.696 5.728 Area of streams before confluence: ' 25.210 4.540 2.980 I Resul ts of confluence: Total fiow rate = 59.265(CFS) I Time of concentration = 18.i42 min. ' Effec tive stream area after confluence = 32.730(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 704.000 to Point/Station 711.000 **** PIPEFLOW TRAVEL TIME iUser specified size) **** Upstream point/station elevation = 1028.23iFt,) Downstream point/station elevation = 1024.58(Ft.1 Pipe length = 450.OOIFt.) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 59.265(CFS) Given pipe size = 48.OOIIn.) Calculated individual pipe flow = 59.265(CFS) Normal flow depth in pipe = 22.801In.1 Flow top width inside pipe = 47.94(In.) Critical Depth = 27.82(In.) Pipe flow velocitv = 10.07(Ft/s) Travel time through pipe = 0.74 min. Time of concentration (TC) = 19.49 min. End of computations, total study area = 32.73 IAc.) The following figures may be used for a unit hydrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.833 Area averaged RI index number = 81.0 2.051 2.202 2.322 time of concentration 8.098 5.058 J :J ~3 ii 1_ 1 II , L]1 C~ STORM FREC7LJENCY S T O R M D R A I N L I N E " E" ' I ' I , I'... :,. I ' I 1 I ' I ' I , I ' I ' I , .~ ~~~ I ~ /. 3 e~ Riverside Count}- Rational H~~drology Program CIVILCADD/CIVILDESIGN Engineering Software, Ic) 1992 Version 3.1 Rational Hydrologp Studp Date: 6/10/92 Analysis prepared b~-: CROSBY, MEAD BENTON & ASSOCIATES, INC. 5650 E1 Camino Real, Suite 200 Carlsbad, California 92008 16191 438-1210 I ' I ' ' , ----------------------------------------------------------------------- TRACT 23267-3 IOLD VAIL RANCH) STORM DRAIN LIA'E "E" FILE: OVEl0.0UT Q10 STORM FREQUENCY ********* Hydrology Study Control Information ********** Rational Method Hydrologv Program based on Riverside County Flood Control & Water Conservation District 1978 hpdrologv manual Storm event (yearl = 10.00 Antecedent Moisture Condition = 2 Standard intensitv-duration curves For the [ Murrieta,Tmc,Rnch CaNorco 10 year storm 10 minute intensity = 10 year storm 60 minute intensity = 100 ~~ear storm 10 minute intensity 100 ~~ear storm 60 minute intensitp Storm event vear = 10.0 Calculated rainfall intensity data: 1 hour intensitp = 1.080 lin./hr.) Slope of intensity duration curve = data IPlate D-4.1) J area used. 2.900 lin./hr.) 1.080 (in./hr.) = 4.280 lin./hr.) = 1.600 lin./hr.) 0.5510 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 601.000 to Point/Station 602.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 450.OOOIFt.) Top (of initial area) elevation = 1123.100(Ft.l Bottom lof initial areal elevation = 1051.OOOIFt. Difference in elevation = 72.100(Ft.) Slope = 0,16022 slpercent)= 16.02 TC = k(0.710)*[(length"31/(elevation change)]"0.2 Initial area time of concentration = 11.792 min. Rainfall intensity = 2.647(In/Hr) for a 10 UNDE~%ELOPED Ifair co~er) subarea Runoff Coefficient = 0.821 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 0 year storm ~/ G i~ I'_. ~1 I ' Decimal fraction soil eroup C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 84.00 Initial subarea runoff = 3.304(CFS) Total initial stream area = 1.5201Ac.) Pervious area fraction = 1.000 +++t++++++++++++++++++++++++++++++++t+++++++++++++++++++++++++++++++++ Process from Point/Station 602.000 to Point/Station 603.000 **** IMPROVED CHANNEL TRAVEL TIME **** Upstream point ele~~ation = 1051.00(Ft.) Downstream point elevation = 1044.OOIFt.) Channel length thru subarea = 730.00(Ft.) Channel base width = O.OOOIFt.) Slope or 'Z' of left channel bank = 100.000 Slope or 'Z' of right channel bank = 2.000 Estimated mean flow rate at midpoint of channel = 7.695(CFS) Manning's 'N' = 0.020 Maximum depth of channel = 1.000(Ft.l Flowlql thru subarea = 7.6951CFS) Depth of flow = 0.278(Ft.) Average velocity = 1.950(Ft/s) Channel flow top width = 28.372(Ft.) Flow Velocity = 1.951Ft/s1 Travel time = 6.24 min. Time of concentration = 18.03 min. Critical depth = 0.290(Ft.1 Adding area flow to channel UNDEVELOPED ifair cover) subarea Runoff Coefficient = 0.700 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 1.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 0,000 RI index for soil(AMC 2) = 69.00 Rainfall intensitv = 2.0951In/Hr) for a 10.0 pear storm Subarea runoff = 5.922(CFSI for 4.040(Ac.) Total runoff = 9.226(CFS) Total area = 5.5601Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 603.000 to Point/Station 605.000 **** PIPEFLOW TRAVEL TIME (User specified size) **** Upstream point/station elevation = 1039.00(Ft.) Downstream point/station elevation = 1032.391Ft.) Pipe length = 178.78(Ft.) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 9.2261CFS) Given pipe size = 24.00(In.) Calculated individual pipe flow = 9.2261CFS1 Normal flow depth in pipe = 7.51(In.) Flow top cridth inside pipe = 22.`L5(In,) Critical Depth = 13.03(In.) Pipe flow velocity = 10.991Ft/s) Travel time through pipe = 0.27 min. Time of concentration ITC1 = 18.30 min. y~ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 605.010 to Point/Station 605.010 **** CONFLUENCE OF MINOR STREAMS **** I-' ~~ I' ' Along Main Stream number: 1 in normal stream number 1 Stream flow area = 5.5601Ac.1 Runoff from this stream = 9.226(CFSI Time of concentration = 18.30 min. Rainfall intensity = 2.077(In/Hr) ++++++++++++++++++++++t+++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 606.000 to Point/Station 605.000 **** USER DEFINED FLOW INFORMATION AT A POINT **** Rainfall intensity = 2.3351In/Hr) SINGLE FAMILY (1/4 Acre Lotl Runoff Coefficient = 0.828 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soillAMC 2) = 75.00 User specified values are as follows: TC = 14.80 min. Rain intensity = Total area = 3.811Ac.) Total for a lu.~ ~•ear ~w~«~ ,~S ~p;G r~~cl~ T.: Sv~t,F~ s:~•~~n_~~= ~~:~~. SEC F~c':S SI-S~f~ 2.34(In/Hr) runoff = 10.681CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 605.020 to Point/Station 605.020 **** CONFLUENCE OF MINOR STREAMS **** Along *Sain rea Stream flow area = 3.810fAc.) Runoff from this stream = 10.677(CFS) Time of concentration = 14.80 min. Rainfall intensity = 2.335(In/Hr) Summary of stream data: St m number' 1 in normal stream number ~ Stream Flow rate TC No. ICFS) Imin) 1 9.226 18.30 2 10.677 14.80 Largest stream flow has longer Qp = 10.697 + sum of Qa Tb/Ta 9.226 * 0.809 = Qp = 18.138 7.961 Total of 2 streams to confluence: Floc,• rates before confluence point: 9.226 10.6i7 Area o£ streams before confluence: 5.560 3.810 Results of confluence: Total flow rate = 18.1381CFSl Time of concentration = 14.a00 min. Effective stream area after confluence = Rainfall Intensity IIn/Hr) 2.077 2.335 or shorter time of concentration 9.370(Ac.) kb ~ i ' ' ++++++++++++++++++}++++++++++++++}++++++++++++++++++++++++++++t+++++++ Process from Point/Station 605.000 to Point/Station 609.000 _. **** PZPEFLOW TRAVEL TIME IUser specified sizel **** Upstream point/station elevation = 1031.87(Ft.) Downstream point/station elevation = 1031.61(Ft.) Pipe length = 45,UOIFt.) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 18.138(CFS) Given pipe size = 30.OOIIn.) Calculated individual pipe flow = 18.138tCFS) Normal flow depth in pipe = 16.4311n.) Flow top width inside pipe = 29.86(In.) Critical Depth = 17.321In.) Pipe flow velocity = 6.59(Ft/s) Tracel time through pipe = 0.11 min. Time of concentration (TC) = 14.91 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 609.010 to Point/Station 609.010 **** CONFLUENCE OF MINOR STREAMS **** ~ Along Main Stream number: 1 in normal stream number 1 Stream flow area = 9.370(Ac.) ' Runoff from this stream = 18,1381CFS1 Time of concentration = 14.91 min. Rainfall intensitv = 2.3261In/Hr) ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ' Process.from Point/Station 610,000 to Point/Station 609.000 **** USER DEFINED FLOW INFORMATION AT A POINT **** Rainfall intensitv = 2.335(In/Hr) for a 10.0 year storm ' 1 ' t ' SINGLE FAMILP I1/4 9cre Lot) Runoff Coefficient = 0.828 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RZ index for soi11AMC 2) = i5.00 User specified values are as follows: TC = 14.80 min. Rain intensity = Total area = 5.84(Ac.) Total T=~i < Gf<"I~' rL=f~ CF~:r~G ~~!.~i=_ :4'. i ~L. p~~ c c- _-/ - ; / ` 2,341In/Hr) runoff = 10.68(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 609.020 to Point/Station 609.020 **** CONFLUENCE OF MINOR STREAMS **** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 5.840(Ac.) Runo£f from this stream = 10.677(CFS) Time of concentration = 14.80 min. Rainfall intensit~~ = 2.3351In/Hrl Summary of stream data: ' Stream Flow rate TC Rainfall Intensity ~9 No. (CFS) (min) IIn/Hr) 1 18.135 14.91 2.326 2 10.677 14.80 2.335 Largest stream flow has longer time of concentration Qp = 18.138 + sum of Qb Ia/Ib 10.67i * 0.996 = 10.632 @P = 28.770 Total of 2 streams to confluence: Flow rates before confluence point: 18.138 10.677 Area of streams before confluence: 9.3i0 5.840 Results of confluence: Total flow rate = 28.7i01CFS) Time of concentration = 14.914 min. Effective stream area after confluence = 15.210(Ac.) ' ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 609.000 to Point/Station 611.000 **** PIPEFLOW TRAVEL TIME IUser specified sizel **** Upstream point/station elevation = 1031.091Ft.) Downstream point/station elevation = 1030.00(Ft.) Pipe length = 181.181Ft.) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 28.770(CFS) Given pipe size = 36.OOIIn.) Calculated individual pipe flow = 28.770(CFSI Normal flow depth in pipe = 19.lilIn.) Flow top width inside pipe = 35.92(In.l Critical Depth = 20.841In.) Pipe flow velocitp = 7.51(Ft/sl Travel time throu2h pipe = 0.40 min. Time of concentration (TCl = 15.32 min. End of computations, total studv area = 15.21 IAc.) The following figures may be used for a unit hvdrograph studp of the same area. Area averaged pervious area fraction(Ap) = 0.683 Area averaged RI index number = 74,3 r;i ki~erside Count}~ Rational H~-drologp Program ' ' rIl'ILC9DD/CIVILDESIGN En2ineering Softc:are, (c) 1992 \'ersion 3.1 Rational Hpdrologc Stud~- Date: 6/10/92 -----------------------------------------------------------------------~ TRACT 2326i-3 IOLD 1%AIL RANCH) STORM DRAIN LIT'R "E" SPECI9L SUB.4REA CALC Q10 STORM FREQUENCY Q10 STORM FREQUENCY ********* H~•drologt~ Studp Control Information ********** --------------------------------------------------------------------- Rational Method H~~drologp Program based on Ri~-erside Count~- Flood Control & h'ater Conservation District 19i8 h~-drology manual Storm event (pear) = 10.00 Antecedent Moisture Condition = 3 Standard intensity-duration curves For the [ Murrieta,Tmc,Rnch CaNorco 10 pear storm 10 minute intensitp = 10 year storm 60 minute intensitv = 100 }•ear storm 10 minute intensity 100 year storm 60 minute intensity Storm event vear = 10.0 Calculated rainfall intensitc data: 1 hour intensitv = 1.080 lin./hr.l Slope of intensity duration curve = data IPlate D-4.1) ] area used. 2.900 lin./hr.) 1.080 (in./hr.) = 4.280 lin,/hr.) = 1.600 (in./hr.) 0.5510 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 606.000 to Point/Station 607.000 **** INITIAL AREA EVALUATI01~ **** Initial area flow distance = 780.OOOIFt.) Top (of initial areal elevation = 10i8.300(Ft.l Bottom lof initial area) elevation = 1047.8001Ft.1 Difference in elevation = 30.500(Ft.) Slope = 0.0391U s(percentl= 3.91 TC = k10.390)~[(length"'3)/(elevation change)]"0.2 Initial area time of concentration = 10.702 min. Rainfall intensitv = 2.i92(In/Hrl for a 10. SINGLE FAMILY I1/4 Acre Lot) Runoff Coefficient = 0.872 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMC 3) = 88.00 Initial subarea runoff = 4.531(CFS) Total initial stream area = 1.8601Ac.) Pereious area fraction = 0.500 0 pear storm lI i~ I , I , ' ' ' ' ' ' +++++++++ +++++++++++++++++++++++++++++++++++++++++++++++++++~++++++++ Process from Point/Station 607,010 to Point/Station 607.O1U **** CONFLUENCE OF MI?~OR STRE4MS **** Along *fain Stream number: 1 in normal stream number 1 Stream floc. area = 1.8601Ac.) Runoff from this stream = 9.531(CFSI Time of concentration = 10.70 min. Rainfall intensity = 2.7921In/Hrl ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 610.000 to Point/Station 607.000 **** IhITIAL 4REA EVALUATION **** Initial area flow distance = 865.OOOIFt.) Top (of initial area) elevation = 10i8.000(Ft.! Bottom lof initial area) elevation = 104i.8001Ft. Difference in elevation = 30.200(Ft.) Slope = 0.03491 slpercent)= 3.49 TC = k(0.390)*((length°31/(elevation changel]"0.2 Initial area time of concentration = 11.410 min, Rainfall intensity = 2.6951In/Hrl for a 10 SINGLE FAMILY' I1/4 Acre Lot) Runoff Coefficient = 0.872 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMC 3) = 88.00 Initial subarea runoff = 8.692(CFS) Total initial stream area = 3.7001Ac.) Pervious area fraction = 0.500 0 vear storm ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 607.020 to Point/Station 607.02U **~* CONFLL~ENCE OF MINOR STREAMS **~* Along Main Stream number: 1 in normal stream number 2 Stream flow area = 3.7001Ac~) Runoff from this stream = 8.692(CFSI Time of concentration = 11.41 min. Rainfall intensitv = 2.695(In/Hr) Summarv of stream data: Stream Flow rate TC Rainfall Intensitv No. (CFS) Imin) IIn/Hr) 1 4.531 10.70 2 8.692 11.41 Largest stream flow has longer Qp = 8.692 + sum of Qb Ia/Ib 4.531 * 0.965 = Qp = 13.066 2.792 2.695 time of concentration 4.374 Total of 2 streams to confluence: Flow rates before confluence point: 5~ ~ i~ 4.531 8.692 Area of streams before confluence: 1.860 3.700 Results of confluence: Total fiow rate = 13.0661CFS1 Time of concentration = 11.410 min. Effective stream area after confluence = 5.560(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 607.000 to Point/Station 605.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** Height of curb above gutter flowline = 6.0(In.) N~idth of half street Icurb to crown) = 22.000(Ft.l Distan ce from crown to crossfall grade break = 12.000(Ft.l Slope from gutter to grade break Iv/hz) = 0.015 Slope from ~rade bre ak to crown (v/hz) = 0.015 Top of street segment elevation = 10~7.800(Ft.l End of street segment eleeation = 1043.900(Ft.l Length of street segment = 560,OOOIFt.) 17.8721CFS) vear storm 650(Ac.1 Depth of flow = 0.4651Ft.1 Average velocitp = 2.865(Ft/sl Flow width (from curb towards crown)= 21.877(Ft.) End of computations, total studv area = 9.65 (Ac.) The folloc:ing figures ma~ be used for a unit h~~drograph studc of the same area. Street flow is on [2] side(s) of the street Distance from curb to property line = 8.000(Ft.) Slope from curb to property line Iv/hz1 = 0.025 Gutter width = 2.000(Ft.1 Gutter hike from flowline = 2.OOOlIn.) Manning's N in gutter = 0.0150 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = Depth of flow = 0.442(Ft.l Average velocity = 2,7561Ft/s) Streetflow hvdraulics at midpoint of street travel: Halfstreet flow c.-idth = 20.3501Ft.1 Flow velocity = 2.76(Ft/s) Travel time = 3.39 min, TC = 14.80 min. Adding area flow to street SINGLE FAMILY Il/4 Acre Lot) Runoff Coefficient = 0.868 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11.AMC 3) = 88.00 Rainfall intensit~- = 2.336(In/Hrl for a 10.0 Subarea runoff = 8.2871CFS) for 4.0901Ac.) Total runoff = 21.354(CFS) Total area = 9 Street flow at end of street = 21.3541CFS) Half street flow at end of street = 10.677(CFS) Area averaeed per~-ious area fractionlAp) = 0.500 Area averaged RI index number = 75.0 51 a i~ G71 O STORM FRECJLJENCY STORM DRAIN LSNE "F" ~. Y' ~#~~~~~~*~~~~~###*#~~*~#*~~~~*~~~~~~#~*~*~##~~~~~*#~#~~~#~~~~~~**t~~~~~~R~ RATIONAL METHOD HYDROLOGY COMPUTER PRDGRAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CDNSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLDGY MANUAL (c) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 4.OA Release Date: 7/20/BB Serial ~ 2619 Analysis prepared by: CR05BY MEAD HENTON & ASSOCIATES 5966 LA PLACE COURT~ SUITE 170 CARLSBAD~ CALIFORNIA 92008 (b19) 438 - 1210 ~~#~*~~~#~~~~~~#~~~~~*~~** DESCRIPTION OF STUDY ~~#*#~***#~~#*~***k*~#~~-~ ~ OLD VAIL ONSITE Q10 STORM FREQUENCY FOR UNIT 3 * # FILE: OVFIO.DAT (OldVai1F10.DAT) * ~ 8/O1/80 @ 5:03 P.M. ~ #*~#*~#~#~t~~~**~*#~R#~~~~#~~~#~~##~~~###**#~~#~*~~~####~~#**~~#~~~~#*#### FILE NAME: OVFIO.DAT TIME/DATE OF STUDY: 17: 0 B/ 1/1989 ------------------------------------------------------------ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 10.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 1B.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TD USE FOR FRICTION SLOPE _.85 10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.900 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HDUR) = 1.080 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 4.280 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.600 SLOPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5512735 SLOPE DF 100-YEAR INTENSITY-DURATION CURVE _ .5491525 CDMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 10.00 1-HDUR INTENSITY(INCH/HOUR) = 1.0908 SLOPE OF INTENSITY DURATION CURVE _.5513 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED ~~#~~~####~~#*~~#~~*#~*#~~~~~~~*#~~#~~*~~*~~~~#~~#*~##~*~#**~~~#~~~~*#**~~#* F~OW PROCESS FROM NODE 401.00 TO NODE 501.00 IS CODE = 2 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUHAREA ANALYSIS « « < -------------------------- - ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SIN6LE FAMILY (1/4 ACRE) TC = K*[(LENGTH#~3)/(ELEVATION CHANGE))##.2 INITIA~ SUBAREA FLOW-LENGTH = 690.00 UPSTREAM ELEVATIDN = 117b.50 DOWNSTREAM ELEVATION = 1158,50 ELEVATION DIFFERENCE = 18.00 TC = .393~C( 690.00~#3)/( 16.00)7~~.2 = 11.123 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.762 SDIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8376 SUBAREA RUNOFF(CFS) = 3.61 TOTAL AREA(ACRES) = 1.56 TOTAL RUNOFF(CFS) = 3.61 , ' ~:r~*~~~~*~~~~~~**~~~~~~****~~~~~r*~~~~~~r~*~~*~~~**~~~~*~*~~~~~~**~~~*~~**** FLOW PROCESS FROM NODE 501.01 TO NODE 501.01 IS CODE = 1 ---------------------------------------------------------------------------- ' » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ---------------------------------------------- CONFLAJENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: ' TIME OF CONCENTRATION(MINUTES) = 11.12 RAINFALL INTENSITY (INCH./HOUR) = 2.76 TOTAL STREAM AREA (ACRES) = 1.56 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 3.61 ' #~####~*##**~~~#**~*~#*#*#~*~***#~#*~~#####~*##*#~*~##~*###*#&##~~~~~~~~~~~~ ' __FLOW PROCESS FROM NODE 502.00 TO NODE 501.00 IS CODE = 2 » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < ' ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K#[(LENGTH~*3)/(ELEVATION CHANGE)]~~.2 ' INITIAL SUBAREA FLOW-LENGTH = 425.00 UPSTREAM ELEVATION = 1163.70 DOWNSTREAM ELEVATION = 1158.50 ' ELEVATION DIFFERENCE = 5.20 TC = .393#[( 425.00*~3)/( 5.20)]#*.2 = 10.661 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.828 , SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8389 SUBAREA RUNOFF(CFS) = 4.91 TOTAL AREA(ACRES) = 2.07 TOTAL RUNOFF(CFS) = 4.91 ' **#~~~~*~w~~~~**#~**~#~***#~~~~~~#*~~~~#***~*~k*~~~#*#*~###~*~**:k*~~**~~~~~** , __FLOW_PROCESS_FROM_NODE___501_02_TO_NODE___501.02 IS CODE = 1 » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « «< , -- » » >AND-COMPUTE-VARIOUS_CONFLUENCED-STREAM_VALUES « « <------------------- CONFLUENCE VALUES USED FDR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 10.66 ' RAINFALL INTENSITY (INCH./HOUR) = 2.83 TOTAL STREAM AREA (ACRES) = 2.07 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 4.91 , CONFLUENCE INFORMATION: STREAM RUNDFF TIME INTENSITY ' --NUMBER_---(CFS)_----(MIN-) (INCH/HOUR) 1 3.61 11.12 2.7b2 2 4.91 10.66 2.828 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: ' 8.41 6.37 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: ' RUNOFF(CFS) = 8.41 TIME(MINUTES) = 11.123 TOTAL AREA(ACRES) = 3.63 *~*********~~~~**~~*~~~~~**~w****~~*~~*~***~~~»~~*~*~~~*~**~~~~~******~~*~*~ FLOW PROCESS FROM NODE 501.00 TO NODE 503.00 IS CODE = b ---------------------------------------------------------------------------- » » >COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA « « < -------------------------------- _____________________ UPSTREAM ELEVATION = 1158.50 DOWNSTREAM ELEVATION = 1139.00 STREET LENGTH(FEET) = 630.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 22.00 ' 1 ' I ' 1 ' DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFAL~(DECIMAL) _ .020 OUTSIDE STREET CROSSFAL~(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 STREETFLDW MODEL RESULTS: STREET FLDWDEPTH(FEET) _ .41 HALFSTREET FLOODWIDTH(FEET) = 14.12 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.91 PRODUCT OF DEPTH&VELOCITY = 2.01 STREETFLOW TRAVELTIME(MIN) = 2.14 TC(MIN) = 13.26 #*TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 10.38 DEPTH(FEET) _ .44 HALFSTREET FLDODWIDTH(FEET) = 15.62 FLOW VE~OCITY(FEET/SEC.) = 4.B2 DEPTH*VELOCITY = 2.12 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.507 SOIL C~ASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE ~OT) RUNOFF COEFFICIENT =.8322 SUBAREA AREA(ACRES) = 1.89 SUBAREA RUNOFF(CFS) = 3.94 SUMMED AREA(ACRES) = 5.52 TOTA~ RUNOFF(CFS) = 12.35 END OF SUBAREA STREETFLOW HYDRAULICS: **#*~#**#~##~*~#######~*~#*%*~*~~~*~~~##*~~~*~~~~****~**#****~#~#*~#~**~~##* FLOW PROCESS FROM NODE 503.00 TO NODE 205.00 IS CODE = 3 » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREACC «< » »>USING CDMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE F~DW)« « < -------------------------------------- DEPTH OF FLOW IN 18.0 INCH PIPE IS 13.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = B.B UPSTREAM NODE ELEVATION = 1139.00 DOWNSTREAM NODE ELEVATION = 1137.00 FLOWLENGTH(FEET) = 100.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUHAREA(CFS) = 12.35 TRAVEL TIME(MIN.) _ .19 TC(MIN.) = 13.45 ~~*t~~~~~~W~~###*#*****##~*~~~*~#~*~*~~#*~~*~####*#~~#~~#~~#~~#~*#~##t~~##~~ FLOW PROCESS FROM NODE 205.01 TO NODE 205.01 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « C« CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 13.45 RAINFALL INTENSITY (INCH./HOUR) = 2.49 TOTAL STREAM AREA (ACRES) = 5.52 I TOiAL STREAM RUNOFF(CFS) AT CONFLUENCE = 12.35 , ##~***#~***##**~~*~*~*~~**~*~~****~#*~~~~**~~*#~~*#~*~#~*~~~~~~t#*~*t~*~~*## FLOW PROCESS FROM NODE 502.00 TO NODE 205.00 IS CODE = 2 ---------------------------------------------------------------------------- ' }» » RATIONAL METHOD INITIAL SUHAREA ANALYSIS ««< ASSUMED INITIA~ SUBAREA UNIFORM ' DEVELOPMENT IS SING~E FAMILY (1/4 ACRE) TC = K*C(LEN6TH~*3)/(ELEVATION CHANGE)7~#.2 INITIAL SUBAREA FLOW-LENGTH = 740.00 , - UPSTREAM ELEVATION = 1163.70 DOWNSTREAM ELEVATION = 1137.00 ELEVATION DIFFERENCE = 26.70 , TC = .393~C( 740.00~*3)/( 26.70)]~~.2 = 10.720 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.819 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8387 ' SUBAREA RUNOFF(CFS) = 10.85 TOTAL AREA(ACRES) = 4.59 TOTAL RUNOFF(CFS) = 10.85 ' ~**#**~#~t~*~##~##~*~~*~~###*~#~#~~~~##~##~##~#~#~~~#*##~*~~~***~~##~~~##~~R FLOW PROCESS FROM NODE 205.02 TD NODE 205.02 IS CODE = 1 ---------------------------------------------------------------------------- ' _- » »>DESIGNATE_INDEPENDENT-STREAM-FOR-CONFLUENCE « « <_____________________ CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ' TIME OF CONCENTRATION(MINUTES) = 10.72 RAINFALL INTENSITY (INCH./HOUR) = 2.B2 TOTAL STREAM AREA (ACRES) = 4.59 ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 10.85 , *~*~~~~~~#*~~##~**~#~**#~~~*#~~~*#*~***#~***~#~~~*#~~*~~~~~#~~~##*##*~###**# FLOW PROCESS FROM NODE 504.00 TO NDDE 501.00 IS CODE = 2 » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < , ASSUMED INITIAL SUHAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) ' TC = K#C(LEN6TH~*3)/(ELEVATION CHANGE)]~*.2 INITIAL SUHAREA FLOW-LENGTH = 540.00 UPSTREAM ELEVATION = 1174.50 ' DOWNSTREAM ELEVATION = 1158.50 ELEVATION DIFFERENCE = 16.00 TC = .393*[( 540.00~*3)/( 16.00)]~~.2 = 9.830 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.957 ' SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNDFF COEFFICIENT =.8412 SUHAREA RUNOFF(CFS) = 4.50 ' TOTAL AREA(ACRES) = 1.81 TOTAL RUNOFF(CFS) = 4.50 ~**#Rk~##&***~#*~*~~**#~*~###**~*~#~~~~~***&***~*##~~M***#*~~***R8#****tR~#~ ' _-FLOW PROCESS FROM NODE 501.00 TD NODE 205.00 IS CODE = b ---------------------------------------------------------------------- » »>COMPUTE STREETFLOW TRAVELTIME THRU SUHAREA « « < ' ____________________________________________________________________________ UPSTREAM ELEVATION = 1158.50 DOWNSTREAM ELEVATION = 1137.00 STREET LENGTH(FEET) = 720.00 CURB HEIGTH(INCHES) = 6. STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CROSSFALL GRADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMHER OF HALFSTREETS CARRYING RUNOFF = 1 **TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 7.92 STREETFLOW MODE~ RESULTS: STREET FLOWDEPTH(FEET) _ .38 HALFSTREET FLOODWIDTH(FEET) = 12.62 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.63 PRODUCT OF DEPTH&VELOCITY = 1.75 STREETFLOW TRAVELTIME(MIN) = 2.59 TC(MIN) = 12.42 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 2.599 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8343 SUBAREA AREA(ACRES) = 3.17 SUHAREA RUNOFF(CFS) = 6.87 SUMMED AREA(ACRES) = 4.98 TOTAL RUNOFF(CFS) = 11.37 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .42 HALFSTREET FLO~DWIDTH(FEET) = 14.B8 FLOW VELOCITY(FEET/SEC.) = 4.86 DEPTH*VELOCITY = 2.07 *~*~~#~~#~~~~~~~~~*#*##*#~*#**~*~~*~~~**~~~~*~*#~#*##*~~~~~*#~~~~~###~k~**** FLOW PROCESS FROM NODE 205.03 TO NODE 205.03 IS CODE = 1 » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « «< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VA~UES ««< ---------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MINUTES) = 12.42 RAINFALL INTENSITY (INCH./HOUR) = 2.60 TOTAL STREAM AREA (ACRES) = 4.98 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 11.37 CONF~UENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMHER (CFS) (MIN.) (INCH/HOUR) ------------------------------------------------------ 1 12.35 13.45 2.487 2 10.85 10.72 2.819 3 11.37 12.42 2.599 I , RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 32.81 30.51 32.79 COMPUTED CONFLUENCE ESTIMATES ARE AS FOL~OWS: RUNOFF(CFS) = 32.81 TIME(MINUTES) = 13.450 TOTAL AREA(ACRES) = 15.09 ####~#~#*~~~#***##~#*#~#~***~~~~~*~~~~##****#~~*#***#**~~##**~#*~~t*~~#~~*** FLOW PROCESS FROM NODE 205.00 TO NODE 505.00 IS CODE = 3 ---------------------------------------------------------------------------- » >i>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » »>USIN6 COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOWIC« C< - ---------------------------- DEPTH OF FLOW IN 21.0 INCH PIPE IS 14.0 INCHES PIPEFLOW VELDCITY(FEET/SEC.) = 19.2 UPSTREAM NODE ELEVATION = 1137.00 DOWNSTREAM NODE ELEVATION = 1064.80 FLOWLENGTH(FEET) = B85.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUHAREA(CFS) = 32.B1 TRAVEL TIME(MIN.) _ .77 TC(MIN.) = 14.22 ~~***~~~~*#~~**~*#~#***~*##~*~~*#*~*~~~~~~*~~~~#~~k#**~***#~~*~~*~*~~~~##**~ F~OW PROCESS FROM NODE 505.01 TO NDDE 505.01 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESI6NATE INDEPENDENT STREAM FOR CONFLUENCE « « < ---------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTE5) = 14.22 RAINFALL INTENSITY (INCH./HOUR) = 2.41 TOTAL STREAM AREA (ACRES) = 15.09 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 32.81 ~#~~##*#&###~*~~#*#~~~**~~**~**~*##~##*~~~~##~~**~*#~##*~#####~~#~~~**#*#~~~ FLOW PRDCESS FROM NODE 205.00 TO NODE 505.00 IS CODE = 2 ----------------------------------------------------------- » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < ----------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SIN~LE FAMILY (1/4 ACRE) TC = K*[(~ENGTH~*3)/(ELEVATION CHANGE)7~#.2 INITIAL SUBAREA FLOW-LENGTH = B85.00 UPSTREAM ELEVATION = 1137.00 DOWNSTREAM ELEVATION = 1064.B0 ELEVATION DIFFERENCE = 72.20 TC = .393~[( 885.00*~3)/( 72.20)]~~.2 = 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) _ SOIL CLASSIFICATION IS "D" SIN6LE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT SUBAREA RUNOFF(CFS) = 7.91 9.782 2.965 _ .B413 TOTAL AREA(ACRES) = 3.17 TOTAL RUNOFF(CFS) _ 7.91 ***~~~~*##~*~~#~###~##~~~****#~*~##~~~~~~~*~##~*#*~*##*#*~~~~##~~#~~#~~~~#~~ FLOW PROCESS FROM NODE 505.02 TO NODE 505.02 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESI6NATE INDEPENDENT STREAM FOR CONFLUENCE « « < -------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME ~F CONCENTRATION(MINUTES) = 9.78 RAINFALL INTENSITY (INCH./HOUR) = 2.96 TOTAL STREAM AREA (ACRES) = 3.17 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 7.91 #~#~*#*###*#***~R##~#~t***~*~~*~~~#**~~~**~~#~M#*~#~~##**~~~~##t###~~~~***** FLOW PROCESS FROM NODE 301.00 TO NODE 505.00 IS CODE = 2 ---------------------------------------------------------------------------- » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < ----- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE1 TC = K~[(LEN6TH~~3)/(ELEVATION CHANGE)]~~.2 INITIAL SUBAREA FLOW-LENGTH = 795.00 UPSTREAM ELEVATIDN = 1134.00 DOWNSTREAM ELEVATION = 1064.80 ELEVATION DIFFERENCE = 69.20 TC = .393#C( 795.00~~3)/( 69.20)]*~.2 = 9.250 10.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.O5B SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8429 SUHAREA RUNOFF(CFS) = 5.64 TOTAL AREA(ACRES) = 2.19 TOTAL RUNOFF(CFS) = 5.64 ~~#~~~~*##*#~##~#~**#~~~*~##*~*##~~*#~~~~~#~*~~~~~~~~###*~~~~#t*#*~~~~##M~~# FLOW PROCESS FROM NODE 505.03 TO NODE 505.03 IS CODE = 1 » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< -------------------- - - CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MINUTES) = 9.25 RAINFALL INTENSITY (INCH./HOUR) = 3.06 TOTAL STREAM AREA (ACRES) = 2.19 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 5.64 CONF~UENCE INF~RMATION: STREAM RUNOFF TIME INTENSITY NUMBER - (CFS) - - ------ (MIN.) --------- (INCH/HOUR) -------------------------------- ----- -- 1 - - 32.81 14.22 2.413 2 7.91 9.78 2.965 - _ _ 3 5.64 9.25 3.058 = --- RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 43.70 35.96 34.47 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 43.70 TIME(MINUTES) = 14.216 TOTAL AREA(ACRES) = 20.45 #~R#~#####~~*##~*~*#~~~##**~**~**~~*~*~###~~~ffi~~~#~~~~~~*###*t##~*#~~~##**~R FLOW PROCESS FROM NODE 505.00 TO NODE 506.00 IS CDDE = 3 » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < ------------------------- DEPTH OF FLOW IN 27.0 INCH PIPE IS 17.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 16.0 UPSTREAM NODE ELEVATION = 1064.80 DOWNSTREAM NODE ELEVATION = 1048.00 F~OWLENGTH(FEET) = 410.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 27.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 43.70 TRAVEL TIME(MIN.) _ .43 TC(MIN.) = 14.65 T~ 1 ____________________________________________________________________________ END OF RATIONAL METHOD ANALYSIS ' I ' I , I , I ' ~ I , I , I'. : I ~ I ' I , I , I ' I , I ' I ' ' Q 1 O O S T O R M ~R E Q U E N C Y 2.~ L71 00 STORM ~REC~IJENCY S T Q R M D R A I N L I N E " A" / ~ ~w~~*~~~~*~~~W*~M~**~M***~*~M~~~~~*~~*~~~*~~~~M~*~~~*~****~~*~M*~M~***~**~** RATIOIVAL METHOD HYDROLDGY COMPUTER PP.OGRAri BASED DN RIVERSIDE COUNTY FLOOD CON7ROL & WATER CDNSERVATION DISTRICT (RCFC&WCD) 1976 HYDRDLOGY MANUA~ (c) Copyriqht 1982-8B Advanced Engineering Software (aes) Ver. 4.OA Release Date: 7/20/8B Serial # 2619 AralysSs prepared by: CROSBY MEAD BENTON & ASSOCIATES 5966 LA P~ACE CQURT, SUITE 170 CARLSBAD, CALIFORIVIA 92008 ;619) 438 - 1210 1 ~ J ~~~**~#*#~~~*M~**~*~*~**~* DESCRIPTIDN OF STUDY ~~****W****~****~****~**** * OLD VAIL ONSITE ~100 STORM FRE~U~NCY FOR UNI7S 2 AND A PORTION OF 3 * # FILE: OVAOi00.DAT (OidVailA0100.DAT) * ~ 7/13/89 @ 12:28 P.M. * ~~#~***~**W~*~#~#**k~~*~~#*~~~~~~~*****#~**~~~~~~#*~~~~~~~~*****%~~~~~~~~* FILE I~AME: OVAD100.DAT TIME/DATE OF STUDY: 12:26 7/13/1989 USER SPEC?FSED HYDROLOGY AND HYDRAULIC I70DEL INFORMATION: USER SPECiFIED STORM EVENT(YEAP.) _ _00.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 18.00 SPECIFIED PERCENT OF 6RADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _.85 10-1'EAR STORM lU-MINUTE INTENSI7~'(INCH/HOUR) = 2.900 10-YEAR STORM 60-MINUTE INTENSI7Y(INCH/HOUR) = 1.080 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 4.280 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.600 SLDPE OF 10-YEAR INTENSITY-DURATION CURVE _ .5512~35 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5491525 COMPUTED RAiNFALL Il~TENSITY DA7A: STORM EVENT = 100.U0 1-HO~R INTENSITY;INCH/ HOUR) = 1.6000 SLOPE OF iN?ENSITY DURATION CURVE _.5492 RCFC&WCD HYBROLOGY MANUAL "C"-VAWES USED ~~~~*~**~*****~~*~***~~*~~**~**~~~**~*~***~~ffi*~~**~~*~*#~*4~~*~~*~#~~*~*~*~* FLOW PROCESS FRDM NODE 2U1.U0 TD NODE 202.00 IS CDDE = 2 --------------------------------------------------------------------- » »;RATIDNAL METHOD INITIAL SUBAREA ANALYSIS « « < ASSU:"ED INITIAL SUHAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K~[iLENGTH**3)/(ELEVATSON CHAN6E)]ffi*.2 INITIAL SUB~;REA FLOW-LEN6TH = 420.00 UPSTREAM ELEVATION = 1126.SG DOWNSTREAM ELEVATION = 1122.80 ELE'JATION DIFFERENCE = 3.70 TC = .393WC( 42U.00**3)/( 3.70)7~'*.2 = 11.331 100.00 YEAR RAINFALL INTENSITY~INCH/HOUR; = 3.996 SOI~ CLASSiFICATIDN IS "D" SINGLE-FArILY(1/4 ACRE LOT) RUNOFF COEFFICIEN7 =.8550 SUBAREA RUNOFF(CFS) _ '•65 TQTAL AREA(ACRES? = 2.~4 TOTAL RUNOFF(CFS? = 7."65 ~~*~#*~***~k*~*k:~~~~*~*~M~*~*k~~~~**~#********~~***M'~*~M'~M~MM**~~#**~~M~~~** FLOW PROCESS FROM NODE 202.OU TO NODE 203.00 IS CODE = 6 » >;;COMPUTE STREETFLOW TRAVELTIME THRU SUBAREA « < « ______-- - ------------------------ - ------------- - - -- UPSTREAM ELEVATIDN = 1122.80 DOWNSTREAM ELEVATION = 1110.70 STREET LEN6TH(FEET} = 3UU.U0 CURB HEI6TH(INCHES) = b. STREET HALFWIDTH(FEET) = 22.00 DISTANCE FROM CROWN TO CR~SSrALL 6RADEHREAK. = 12.00 SNTERIOR STREET CRO55FAL~(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYIN6 RUNOFF = i ~~TRAVELTIME COMPUTED USIN6 M~AN FLOW(CFS) = 6.13 STREETFLOW IhODEL RESULTS: STREET FLOWDEPTHiFEET) _ .36 HALFSTREET FLOODWID7H(FEET) = 11.88 AVERAGE FLOW VELOCITY(rEET/SEC.) = 5.32 PRODUCT OF DEPTH&VELOCITY = 1.94 STREE7FLOW TRAVELTIME(MIN) _ .94 TC(MIN) = 12.27 100.00 YEAR RAINFALL INTENSITY(1NCH/HOUR) = 3.825 SOIL CLASSIFICATION SS "D" C~MMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8906 SUBAREA AREA(ACRES) _ .28 SUBAREA RUNOFF(CFS) _ .95 SUMMED AP.EA(ACRES) = 2.52 TOTAL RUNOFF(CFS) = 8.61 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .38 HALFSTREET FLOODWIDTH(FEET) = 12.62 FLOW VELOCITY(FEET/SEC.) = 5.03 DEPTH*VELOCITY = 1.90 ~*~~**~x~~~#*~~~~*~*~~~~~~~~******~~*~*~~*~~~~#~~*~**4~~~~**~~~~**~~~**4~#~~ FLOW PROCESS FROM NODE 202.U1 TO NODE 202.01 IS CODE = 1 ---------------------------------------------------------------------------- » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ---------------------------------- CONFLUENCE VALUES USEU FOR INDEPENDENT STREAM i ARE: TIME OF CONCENTRATION(MINUTES) = 12.27 RAINFALL INTENSITY (INCH./HOUR) = 3.B3 T~TAL STREAM AREA (ACRES) = 2.52 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 8.61 **~#*~~~**~~#~#~~~~~***~~~*~~~#*~*~~**~~~~~~~~*#~*~~~~*~~~~**~~***~~******~* FLOW PROCESS FROM NODE 204.00 TO NODE 203.00 IS CODE = 2 --------- - -------------------------- ------ - -------------- - ------------- ,» » RATIONAL METHOD INITIAL SUHAREA ANALYSIS ««< ------------ -- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMSLY (1/4 ACRE) TC = K*[(LENC-TH*~3)/(ELEVA7iDN CHANGE)]~~.2 INIT;AL SUBAREA FLOW-LENGTH = 520.00 UPS~REAM ELEVATIDN = 111b.50 DOWNSTREAM ELEVATION = 1110.70 ELEVATION DIFFERENCE = 5.60 TC = .393*C( 520.00*~37/( 5.8U)]**.2 = 11.772 100.0U YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.913 SOIL CLASSiFICATION IS "D" SiiVuLE-FAMILY(1/4 ACRE LOT) RUNOFF CDEFFICIENT =.8541 SUBAREA RUNOFF(CFS) = 9.19 TO?A~ AREAtAGRES) = 2.75 TOTAL RUNOFF(CFS) = 9.19 ~~*~~~*#********~****M~~#~~~**W*~#~~***~~*****~~~***#**~*~***~**~****~****** FLOW PROCESS FROM NODE 203.02 TO NODE 203.02 IS CODE = 1 » »>DESSGNATE INDEPENDENT S7REAM FOR CONFLUENCE « « < »;?>AND COMPU7E VARIDUS CONFLUENCED STREAM VALUES ««< CON~LUENCE VALUES US~D FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATIGN(MINUTES) = 11.77 RA;NFALL INTENSITY (INCH./HO~R) = 3.91 TOTAL STREAM AREA (ACRES) = 2.75 TOTAL STREAM RUNOFF{CFS) AT CONFLUENCE = 9.19 COIvFLUENCE INFORMATION: t STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) ---------------------------------------------------- ' 1 8.61 12.27 3.825 2 9.19 11.77 3.913 ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 17.59 17.45 ' COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 17.59 TIME(MINUTES) = 12.271 TOTAL AREA(ACRES) = 5.27 #~*~~*~~~~**~**~~~**~~~~~#~~**~~*#ffi~~M**~~~~~~~~~~~~*~W~#~~~*##~**##~~**t#~~ FLOW PROCESS FROM NOUE 2U3.01 TO NODE 203.01 IS CODE = 1 --------------------------- - - ----------------- - ------------- - ----------- » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « «< ------------------------- CONrLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 12.27 RAIN~ALL INTENSITY (INCH.iHOUR) = 3.83 TOTAL STREAM AREA (ACRES) = 5.27 TOTAL STREAM RUNOFF(CFS) AT CONFL~tENCE = 17.59 *****~~~~~~#*******~****~~~*#*~~~~**~**~#*~~~#~~*~~~~~*~*~*~~~~***~*~*k**~~~ FLOW PROCESS FROM NUDE 2US.UU TO NODE 203.00 IS CODE = 2 »>:;RATIDNAL METHOD INITIAL SUBAREA ANALYSIS « « < ASSUMED INI7IAL SUHAREA UNIFORI7 DEVcLO°MENT IS SINGLE FAMILY (1/4 ACRE) TC = K#[(LENGTH~#3)/(ELEVATI01~ CHAN6E)]*~.2 IN?TIAL SUHAREA FLOW-LENGTH = 1090.G0 UPSTREAI7 ELEVATION = 1137.00 DOWNSTREAM ELEVATION = 1110.7U ELEVATION DIFFERENCE _ ~6.30 TC = .~93MC( 1090.00~*~):( 26.:0)]*~.2 = 13.565 iQO.C?0 YEAR RAINFAL~ 1N?ENSITY(INCH/HOUR) = 3.620 SOIL CLAS5IF?CP.T?ON IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFr COEFFICIENT =.B508 SUHAREA RUNOFF(CFS) = 10.69 TOTAL AREA(ACRES) = 3.47 TOTAL RUNDFF(CFS) = 10.b9 ***~~8:~~~~~~~M&~***#~~~~~*~~~~#~~*ffiffi~~~~~~*~*~*#~#~**~~~~~**~~*~~~**~~~#~*Wffi FLOW PROCESS FROM NODE 2U3.02 TO NODE 203.02 IS CODE = 1 >; » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < »>;?AND COMPU7E VARIOUS CDNFLUENCED STREAM VALUES ««< ---------------------------- CONFLUENCE VAL~ES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 13.56 RAINFALL INTENSITY (INCH./HOUR) = 3.62 TOTAL STREAM AREA (ACRES) = 3.47 TOTAL STREAM RUNOFF(CFS) AT CONFLUEh~CE = 10.69 CONFLUENCE INFORMATION: ' STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) ---------------- - ----- - - - ----------------------- ' 1 17.59 12.27 3.825 Z 10.69 13.56 Z.62Q ' RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VAR;OUS CDNFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 27.26 27.34 ' COMFUTED CONFLUENCE ESTIMATcS ARE AS FOLLOWS: RUNOFF(CFS) = 27.34 TIME(MINUTES) = 13.565 TOTA~ AREA(ACRES) = 8.74 ' #**~~~*~~M*~W~~~~*~~~~~~*~~WW~*~~#~~~**~**ffi*ffi*~~#~*~~~~~~~~ffi~~#~~*~~~#~##~** ' --FLOW PROCESS-FROM-NODE--_203.00 TO NODE 20b.00 IS CODE = 3 »i» COMPUTE PIPEFLOW TRAVELTIME THRU SUHAREA<C« < %??» USIN6 COMPUTER-ES7IMATED PIPESIZE (NDN-PRESSURE FLOW) « « < ' ______________________________________________ -------------- DEFTH OF FLOW IN 21.0 INCH PIPE IS 14.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 15.1 ' UPSTREAM NODE ELEVATION = i110.70 DOWNSTREAM N~DE ELEVATION = 1098.00 FLOWLENGTH(FEcT) = 260.00 MANNINGS N = .013 , E5TIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUHAREA(CFS) = 27.34 TRAVEL TIME(MIN.) _ .29 TC(MIN.) = 13.B5 ' #~**~***M*~~********##****~~***#~~*#******~~*W****~*~ffi**~*~**~**~~********** FLOW PROCESS FROM NODE 206.01 TO NODE 206.01 iS CODE = i ' ---------------------------------------------------------- »>?>DESI6NATE INDEPENDENT STREAM FOR CONFLUENCE « « < ' CONFLUENCE VALUES USED FOR INDEPENDcNT STREAM 1 ARE: TIME OF CONCEN7RATION(MINUTES) = 13.85 _ . RAINrALL iNTcNSITY (!NCH./HOUR) = 3.58 - TOTAL STREAM AREA (ACRcS) = 6.74 TOTAL STREAM RUNOFF(C~5) AT CONF WENCE = 27.34 ~~~~~*~ffi~~*r*#M~ffi~~**~~~M~~M~*~~ffi~~~**~#*~*~~~~~****~~~##~ffi*~**~#~*#*~~**~** FLOW °ROCESS rROM NODE 115.70 TO NODE 115.70 IS CODE = 7 »»:USER SPECIFIED HYDROL06Y INFORMATION AT NODE ««< USER-SPECIFIcD VALUES ARE AS FOLLOWS: TC(MIN) = 18.08 RPSN INTENSITY(SNCH/HOUR) = 3.09 TOTAL AREA(ACRES) = 51.78 TOTAL RUNOFF(CFS) = 146.77 ***~**~*~~~**~******~**~M~*~*#~*~~*~~~*~****~~****~~#%*~***~~#~***~~*###~*** FLOW PROCESS FRDM NDDE 115.00 TO NODE 206.00 IS CODE = 4 » » >COMPUTE PIPEF~OW TRAVELTIME THRU SUHAREA « « < » >?>USIN6 USER-SPECIFIED PIPESIZE « « < ------------------------------------------------------------- ------------------------------------------------------------- PIPEFLOW VELDCI7Y(FEET/SEC.) = 20.8 UPSTREAM NODE ELEVATION = 1103.70 DOWNSTREAM NODE ELEVATION = 1098.00 FLOWLENGTH(FEET) = 185.00 MANNIN~S N = .013 GIVEN PIPE DIAMETER(INCH) = 36.00 NUMBER OF PIPES = 1 PIPEFLOW 7HRU SUBAREA(CFS) = 146.77 TRAVEL TIME(MIN.) _ .15 TC(MIN.) = 18.23 ~***~*~~~ffi*ffiffi***~**#*#*#~******~~~**********R##****~**#*****ffi***#***~******* F~OW PRDCESS FROM NOUE 206.02 TO NODE 206.02 IS CDDE = 1 -------------------------------------- - - -- - ----- ------------------------ » »>DESI6NATE INDEPENDENT STREAM FOR CONFLUENCE « « < ?»» AND COMPUTE VARIDUS CONFLUENCED STRERM VALUES ««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: 7IME DF CONCENTRATION(MINUTESI = 18.23 RAINFALL INTENSITY (INCH./HOUR) = 3.U8 TOTAL STREAM AREA (ACRES) = 51.78 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 146.77 CONFLUENCE INFORMATION: STREAM RUNOFF ?IME iNTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 27.34 1~.85 3.579 2 146.77 i8.23 3.U78 C RAINFALL INTENSITY AND TIME Or CONCENTRATION RATIO FORMULA(RCFCbWCD) USED FOR 2 STREAMS. VAR:OUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 138.B7 170.28 COIhPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 170.28 TIME(MINUTES) = 18.228 TOTAL AREA(ACRES) = 60.52 ~*~****~~*~Wk'*****~*##~:~:~*~~*ffi**~~~**~*#*~********~~~****ffi~*~**~Mc#****ffiMc~*k'* FLOW PROCESS FROM NODE 206.00 TO NODE 207.00 IS CODE = 3 ~7 ?»» COMPUTE PIPEFLOW TRAVE~TIME THRU SUHAREA ««< » »>U5TN6 COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE DEPTH OF FLOW IN 4H.0 INCH FIPE IS ~8.2 INCH=S PIPEFLOW VELOCITY(FEET/SEC.) = 15.9 UPSTR~AM NODE ELEVATION = 10 9B.00 DOWNSTREAM NODE ELEVATION = 1097.30 FLOWLEN6FH(FEET) = 40.00 MAIVNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 48.00 NUMBcR OF PIPEFLOW THRU SUBAREA(CFS) = 170.28 TRAVEL TIME(MIN.) _ .U4 ?C(MIN.) = iB.27 FLOW)<:<,ct,c PIPES = 1 ~~**~~**~W~k~**:KMc~%*~~~~~~~#~~~~~~~~**~**~***~~**%*~~~~*~k~~~~~~~*t**~#~~~~**~* FLOW PROCESS FROM NODE 207.01 TO NODE 207.01 IS CODE = 1 ---------------------------------------------------------------------------- » »:PESIGNATE INDEPENDENT STREAM FOR CONFWENCE « « < CONFLUENCE VALUES USED FDR INDEPENDENT STREAM 1 ARE: TIME OF CDNCENTRATI~N(MIIVUTES) = 18.27 RAINFALL INTENSITY (INCH./HOUR) = 3.07 T07AL STREAM AREA (ACRES) = 60.52 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 170.28 **~k**~*****~~~***~*~~~*~k*#~#*~*Nc~*~*****~ffi*****~**~**~~****~*~*****~***#*~** FLOW PROCESS FROM NODE 208.00 TO NODE 207.00 IS CODE = 2 ---------------------------------------------------------------------------- » »>RATIDNAL METHOD INIT?AL SUHAREA ANALYSIS « « < A5SUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY !1/4 ACRE) TC = K*[(LEN6TH*~3)/(ELEVATION CHANGE?]*~.2 INITIAL SUBAREA FLOW-LEN6TH = 420.00 UPSTREAIh ELEVATION = 1112.00 DOWNSTREAM ELEVATIOIV = 1097.30 ELEVATION DIFFERENCE = 14.7C~ TC = .393~[( 420.00**3)/( 14.7G)j~~.2 = 8.599 lOC~.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.650 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LDT) RUNOFF COEFFICIENT =.8607 SUHAREA RUNOFF(CFS) = 5.04 TOTAL AREA(ACRES) = 1.26 TDTAL RUNOFF(CFS) = 5.04 Nc*~~~~~M~~~~~~~~**~*~*~*~~~#~#~#~~**#*~%:~*ffi*~*~~~*~*~~~~~*Nc~~#~~~*~***#~~~** FLOW PRDCESS FROM NODE 207.U2 TO NODE 207.02 IS CODE = 1 -------------------------------------------------------------------- » »:DESIGNATE INDEPENDENT 57REAM FOR CONFLUENCE « «< ---------------------------------------------------------------------------- ------- - - ---------------- -------------------- - ------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME ~F CONCEN7RA7ION(MIIVUTES) = 8.60 RAINFALL INTENSITY (INCH./HOUR) = 4.65 TOTAL STREAM AREA (ACRES) = 1.26 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 5.04 ffi**#~~%~********~*~~*~**~~**~**~****~*~~~#**~~***~F***~*#****~~#***##W**#****ffi FLOW PROCESS FROM NODE 2U4.<~0 TO NODE 207.00 IS CODE = 2 .e ----------------------------------------------------- » >?>RATIONAL METHOD iNITiAL SUBAREA AIJALYSIS « « < ASSUMED INITIAL SUBAREA UNIFORM DEV~~OPMENT ?S SINGLE FAMILY (i/4 ACRE) TC = K~C(LEN6TH*~3)/(ELEVATION CHANGE)]*~.2 INITIAL SUHAREA FLOW-LENGTH = 640.OU UPSTREAM ELEVATION = 1116.SQ DOWNSTREAM ELEVP.TION = 1097.30 E~EVATION DIFFERENCE = 19.20 TC = .393*[( 640.00#~3)/( 14,20)7~*.2 = 10.495 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.168 SOIL CLASSIFSCATION IS "D" STNGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.B566 SUBAREA RUNOFF(CFS) = 13.~1 TOTAL AREA(ACRES) = 3.70 TOTAL RUNOFF(CFS) = 13.21 ' ~ ~J ***~~~A~*~k:*****~#~*~~~~~~~*~~~~~#~~#ffi##~#~~~#~~~~##Nc**~**~~~~#~~##~~~**~F*~** F~OW PROCESS FR~M NDDE 207.03 70 NODE 207.03 IS CDDE = i » » >DESI6NATE INDEPENDENT STREAM FOR CONFLUENCE « « < »»>AND COMPUTE VARIOUS CDNFLUENCED STREAM VALUES ««< -------------------------------------------------------------------------- -------------------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIIhE OF CONCENTRA7ION(MINUTES) = 10.50 RAINFALL INTENSITY (INCH./HOUR) = 4.17 TOTA~ STREAM AREA (ACRES) = 3.70 TOTA~ S7REAM RUNOFF(CFS) AT CONFLUENCE = 13.21 CONFLUENCE INFORMATION: STREAM R~JNOFF TIME iNTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) 1 170.28 18.27 3.074 2 5.04 8.60 4.650 3 13.21 10.50 4.168 RAINFALL ?NTENSITY AND TIME OF CDNCENTRATION RATIO FORMULA(RCrC&WCD) USED FOR 3 STREAMS. VARIOUS CDtJFLUENCED RUNOFF VALIJES ARE AS FOLLOWS: 183.36 96.01 115.55 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNDFFfCFS) = 1B3.36 TIME(MINUTES) = 18.270 TOTAL AREA(ACRES) = 65.48 *~*~~*~~~*~c*~~**~~~~~~~~*~~~~~~~*~~~~~~~~~*~~#~~##~~~*~*ffi~~~*#~~~~*~~Nc*~~*~~ FLOW PROCESS FROM NODE 207.U0 TO NODE 209.00 IS CODE = 3 ------ - ---------------------------------- - - - ---------------------------- >:» >COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREAC« « » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < ----------------------------------------------------------------- ----------------------------------------------------------------- DEPTH OF FLOW IN 39.0 INCH FIPE IS 30.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 26.2 UPSTREAM NODE ELEVATION = 1097.30 DOWNSTREAM N~DE ELEVATION = 1057.50 FLOWLEN6TH(FEET) = 635.00 MANNIN6S N = .013 ESTIMA~ED ?IPE DIAMETER(INCH) = 39.U0 NUMHER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 183.36 ._ A ' TRAV_L TIIhE(P1IN.) _ .40 TC(MiN.) = 18.67 - , ~**MM~MWM~**W*M**~~###*~**~**M**~~**~**4****~********~*#*~***ffi**~*~*M~%~*~~~ FLOW PROCESS FROM NODE 207.00 TO NODE 209.00 IS CODE = 2 ' ----------------------------------------- ------------ » » >RATIDNAL METHOD INITIAL SUHAREA ANALYSIS<< « < -------------------------------------------------------------------- ' ASSUMED INITIAL SUBAREA UNIFOP.M DEVELOPMENT I5 SING~E FAI7ILY (1/4 ACRE) TC = K~i(LEN6TH**3)/(ELEVATION CHANGE)]~~.2 INITIAL SUBAREA FLOW-LENGTH = 655.00 ' UPSTREAM ELEVATION = 1097.30 DOWNSTREAM ELEVATSON = 1057.50 ELEVATIOIV DIFFERENCE = z9.80 , TC = .393*[( 655.00%k*3)/( 39.8C)]**.2 = 9.199 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.481 SOIL CLASSIFICATIDN IS "D" ' SING~E-FAMILY(1/4 ACRE L~T) RUNOFF COEFFICIENT =.8594 SUHAREA RUNDFF(CFS) = 5.01 TOTAL AREA(ACRES) = 1.3U T07AL RUN~FF(CFS) = 5.01 ' #:K~~~~~~*#~~~#~~~~*~~~~~~k#~~~~~~***~~~***~**~~~*~~~N:*~**~#~~~~~~~**~*~~~~~~# FLOW PROCESS FROM NODE 209.01 TO NODE 209.01 IS CODE = 1 ' ---------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ' CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME ~F CONCENTRATION(MINUTES) = 9.20 RAINFALL INTENSITY (INCH./HOUR) = 4.48 TOTAL STREAM AREA (ACRES) = 1.30 ' TOTAL STREAM RUNOFF(CFS) AT CDNFLUENCE = S.Q1 ' 7k7K*~***7k*Nt;K;k;K%K7K7K~**7K7K%~~~~~*W~7K7k*~M*~****1K7N7k****Nc~~&#*~~1K*~~**1K*~%K*~*~~~~~1K1K FLOW PR~CESS FROM NODE 210.00 TD NODE 209.00 IS CODE = 2 ---------------------------------------------------------------------------- » » >RATIONAL METHOD INITIAL SUHARcA ANALYSIS « « < ' ASSUMED INITIAL SUBAREA UNIFQRM DEVELDPMENT IS SINGLE FAMILY {1/4 ACRE) 1 TC = K*[(~ENG7H*#3)/(ELEVATION CHANGE)7~#.2 INITIAL SUHAREA FL~W-LEN6TH = 9b5.00 UPSTREAM ELEVATION = 1070.50 ' DOWNSTREAM ELEVATION = IU57.SU ELEVP,TION DIFFERENCE = 13.00 TC = .393*[( 965.U0~*3)/( 13.G0)]**.2 = 14.517 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.488 ' SOIL CLASSIFICATION IS "D" SING~E-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8491 SUBAREA RUNOFF(CFS) = 8.17 ' TOTAL AREA(ACRES) = 2.76 TOTAL RUNOFF(CFS) = 8.17 , ' *%K***N*ffi~#*#~M~*******#ffi*~ffi~~~*ffiMW*ffi~Y~Y**~***8:*~*~****ffi*****~***W~~**WNc*~*Nc7A~ FLOW ?ROCESS FROM NODE 209.02 TO NODE 209.02 IS CODE = 1 ------------------------------------------------------------------ %i>ii.i~iESIGNP.TE INDEPENDENT STREAM FOR CONFLUENCE « « < ' ______________________________________________________ ------_______________ CuNrL~ENCE VA~~ES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 14.5~ RAINFALL INTENSITY (?NCH./HOUR) = 3.49 70TAL STREAM ARcA (ACRES) = 2.76 TGTAL STREAM RUN~FF(CFS) AT CDNFUJENCE = 8.17 ~~X~~~kk~~~#~**MM~.*~~~M~x*~~*~~~~~~.~~~*~~**~~~**~***~~~~**~~~~M*#~*****~*~*~* FLDW PRDCESS FROM NODE 210.00 TO NODE 209.00 IS CODE = 2 ---------------------------------------------------------------------------- >» » RATIONAL ME7HOD INITIAL SUBAREA ANALYSIS «<CC ASSUMED IIVITIAL SUBAREA UNIFORM DEVELOPMENT IS SIN6LE FAMILY (li4 ALRE) TC = K*[(LEN6TH*~3)/(ELEVA7iDN CHAN6E)]~~.2 INITIAL SUBAREA FLOW-LENGTH = 1235.00 UPSTREAM ELEVATION = 1072.50 DOWNSTREAM ELEVATIDN = 1057.50 ELEVATION DIFFERENCE = 15.00 TC = .393~[( 1235.00*~3)/( 15.00)]**.2 = 16.358 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.266 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE L~T) RUNOFF COEFFICIENT =.8461 SUBAREA RUNOFF(CFS) = 10.50 TOTAL AR~A(ACRES) = 3.80 TDTAL RUNOFF(CFS) = 10.50 *~**~~***M*~~~#%'##~~ffi~~~ffi~**ffiffi~~~~~#~~~~~~~~~*~*~~~*~~~~**~~~#*#~~~~~~*~~M** FLOW PROCESS FRDM NODE 209.U3 70 NODE 209.03 IS CDDE = 1 »»:DESI6NA~E INDEPENDENT S7REAM FOR CONFLUENCE « C« »: » AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< ------------------------- --- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TiME GF CONCENTRATION(MINUTES) = 16.36 RAINFALL IN7ENSITY (INCH./HOUR) = 3.~7 T07AL STREAM AREA (ACRES) = 3.80 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 10.50 CONFLUENCE iNFORMATION: STREA~ RUNOFF TIME INTENSITY NUMHER (CFS) (MIN.) (INCH/HOUR) ----------------- - --------------------------- - --------- 1 - -------- 5.01 --------- 9.20 - 4.461 2 8.17 14.52 3.488 3 10.50 16.36 3.266 RAINFA~L IN7ENSITY AND TIME OF CONCENTRATIOIV RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONF~UENCED RUNOFF VALUES ARE AS FDLLOWS: 16.09 21.39 21.81 COMFUTED COtvFLUENCE ESTIMATES ARE AS FOLLOWS: RUNDFFlCFS) = 21.81 7IME(MINUTES) = 16.358 T07AL AREA(ACRES) = 7.86 *~~~~~~W*~*~~N*~~**~~#*~~~~~~~~~*~**~~~*~~~***~~*****~*W**~#~**~**~~*~**~~** FLOW PROCESS FROM NODE 2U9.01 TO N~DE 209.01 I5 CODE = 1 ------------------------------------------------------------------- » » >DESiGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < CONFLUENCE VAUJES USED FOR iNDEPENPENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 16.~6 RAINFALL INTENSITY (INCH./HOUR) = 3.27 TOTAL STREAM AREA (ACRES) = 7.86 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = Z1.B1 ~~~*M~*~~~~M#*~~*~*~#~*#~~~~~***~~~~~~#W,M~~~*~~*~~*M~~*~#~*~*~*W~~**~****~~~ FLOW PRDCESS FROM NODE 211.00 TO NODE 209.00 IS CODE = 2 -------------- --------------- - ---- --------------------------------------- » >;>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < ASS~MED _'NIT;AL SUBAREA UNIFORM DEVE~OPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K~I(LENGTH~*3)/(ELEVATION CHANGE)]~#.2 INITIAL SUBAREA FLDW-LEN~TH = 850.00 UPSTREAM ELEVATION = 1106.50 DOWNSTREAM ELEVATION = 1057.50 ELEVATION DIFFERENCE = 44.00 TC = .393~[( 850.00**3)/( 49.00)l**.2 = 10.317 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4,207 SOIL CLASSIFICATION IS "D" SINGLE-FAMI~Y(1/4 ACRE LOT) RUNOFF COEFFICIENT =.B570 SUHAREA RUNOFF(CFS) = 7.50 TOTAL AREA(ACR=S) = 2.08 TOTA~ RUNOFF(CFS) = 7.50 ~*****~~***~~*~*****~*~~~#~*~~~#~~*~~#~~*~~~~~~~*~~~~~#*~~~~~*~*~**~~#~~#~~# FLOW PROCESS FR~M NODE 209.02 TO NODE 209.02 IS CODE = 1 ------------------------------------------------------------------ >?»>DESIGNATE INDEPENDENT STREAfH FOR CONF~UENCE<C« < CONFLUENCE VAWcS USED FOR INDEPENDENT STREAM 2 ARE: T3ME OF CONCEN7RATION(MINUTES) = 10.32 RAINFALL IN7ENSITY (INCH./HDUR) = 4.21 TOTAL STREAM AREA (ACRES) = 2.08 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 7.50 ~:~~~~F~~~~~~~~*~~~k*~#~~#~~*~~~~Wffi~~~~~~~~~~~~~~~~#~~#~*~~~~~~~*~#~~~~~~~~~k:*Nc FLOW PROCESS FROM NODE 209.70 TO NODE 209.70 IS CODE = 7 --------------- - - -------------------------------------------------------- ?»>iUSER SPECIFIED HYDROL06Y INFORMATION AT NODE ««< USER-SPECIFIED VALUES ARE AS FOLLOW5: TC(MIN) = 18.67 RAIN INTcNSITY(INCH/HDUR) = 3.04 TOTAL AREA(ACRES) = 65.48 TUTAL RUNOFF(CFS) = 183.36 McNc~~~~:~~*~***#~***#~~ffi**~~*~*~*******k**~*********~**#***~**~***M~********** FLOW PRDCESS FROM NODE 209.03 TO NODE 209.03 IS CODE = 1 » » >DESIGNATE INDEPENDENT S7REAM FOR CONFLUENCE « « < »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< CONFLUENCE VALUES USED F~R ?NUEPENDENT STREAM 3 ARE: TII7E OF CDtJCENTRATION(MINUTES) = 18.57 RAINFALL ?NTENSI7Y (INCH./HOUR) = 3.C4 TOTAL STREAM AREA (ACRES) = 65.48 TOTA_ STREAM RUNOrF{CFS) AT CUNFLUENCt = 193.~6 CONFUJENCE INFORMATIOt~~: STREAI`7 RUNOFF TI~E NUMBER (CFS) (MiN.) 1 21.81 16.36 2 7.50 10.~~2 3 183.35 18.67 INTEIVSITY (INCH/HOUR) 3.266 4.207 3.038 RAINFALL INTEfJSITY AND TIME DF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FDLLOWS: 188.28 12~.58 2Q9.05 COMPUTED CONFLUENCE ESTIMATES ARE AS FO~LOWS: RIJNOFF(CFS) = 209.05 TIME(MINUTES) = 1E.670 TOTAL AREA(ACRES) = 75.42 ~k#~7k~**~~~~7K#~~*~ffi~~*~~:K**~~~~~~~*%F***W******~~*~~~~~***%~##~~*:K~*~*~****~M* FLOW PROCESS FROM NODE 2U4.00 TO NDDE 212.00 IS CDDE = 3 » »>COMPUTE PIFEFLDW TRAVELTIME THRU SUHAREA « « < » »>USIN6 COMPIJTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)C« « -------------------------------------------- DEPTH OF FLOW IN 45.0 INCH PIPE IS 33.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 23.7 UPSTREAM NODE ELEVATION = 1057.50 DOWNSTREAM NODE ELEVATION = lO5z.20 FLOWLENGTH(FEET) = lOO.UU MANfVItVGS N = .013 ESTIMATED PIPE DIAMETERtINCH) = 45.00 NUMBER OF PIPES = 1 PIPE~LOW THRU SUBAREA(CFS) = 209.05 TRAVEL TIME(MIN.) _ .07 TC(MIN.) = 18.74 ~*~~~~~7k~7K***~~~*k'**~'WMc#****7k7K*~*#~**M**~*~~~*~****~~~**~**~~*7K7K*~*~7k~~*~*** FLOW PROCESS FROM NODE 212.00 TO NODE 215.00 IS CODE = 3 >?>?>COMPUTE PIPEFLGW TRAVELTIME THRU SUBAREA « t« ~?;?%USIN6 COMPUTER-ESTiMA7ED PIPESIZE (NON-PRESSURE FLOW)« « < DEP7H OF FLOW ?N 42.0 INCH PIPE IS 33.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 25.4 UPSTREAM NODE ELEVATION = 1053.20 DOW~!STREAM NODE ELEVATION = 1050.00 FLOWLENGTH(FEET) = 6U.00 MANNIN6S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 42.00 NUMBER OF PIPES = 1 PIPEFLOW 7HRU SUBAREA(CFS) = 209.05 TRAVEL TIME(MIN.) _ .04 TC(MIN.) = 18.7B Mc*****~~******~**W*********~ffi****~**~#*~~*~**Nc*~~~~*~~~****~**~~~~*~*~****** FLOW PROCESS FROM NODE 215.01 TO NODE 215.01 IS CODE = 1 » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < CONFLUENCE VALUES USED FOR iNDEPENDENT STREAM 1 ARE: TI17E OF CONCENTRATION(!7iNUTES) = 18.78 RAINFALL INTcNSITY (INCH./HOUR) = 3.03 TOTAL STREAM AREA (ACRES) = 75.42 TOTAL STRE4M RUNOFF(C-S) AT ~DNFLUENCE = 209.05 ~******M*~M**~#~~~***tN~*~*****M*~*~~~~*~#*#~*~**~*~~~#***#*##*M*******~**~* FLOW PROC~~S FR~M NOUE 216.U0 TO NODE 215.00 IS CODE = 2 » ;,>RATIONAL METHOD "NITIAL SUBAREA ANALYSIS « « < ASSUMED INITIAL SUBAREA UNiFORIh DEVELOPMENT SS: UNDEVELOPED WITH FAIR COVER TC = K~[(LENG7H*~3)/(ELEVATIDN CHAN~E)]*~.2 INITIAL SUBAREA FLOW-LEN~TH = 490.00 UPSTREAM ELEVATION = 1075.00 DOWNSTREAM ELEVATiON = 1050.00 ELEVATION IIIFFERENCE = 25.00 TC = .70S~C( 490.OOM*3)/( 25.00)]*#.2 = 15.326 100.00 Y-AR RAINFALL INTENSITY(iNCH/HOUR) = 3.385 SOIL CLASSIFICATION IS "D" UNDEVELO°ED WATERSHED RUNDFF COEFFICIENT = .7956 SUBAREA RUNOFF(CFS) = 7.97 TOTAL AREA(ACRES) = 2.96 TOTAL RUNOFF(CFS) = 7.97 ~~*~*~~~~~~~~~*~*#*~ffi~*~***~~*~*~~~~~#~#~~~**~*~~*~*~~~*~#~##***#~~~~~~*~~~# FLOW PROCESS FROM NODE 215.02 TO NODE 215.02 IS CODE = 1 » » >DESI6NATE INDEPE!JLENT STREAM FOR CONFLUENCE « « < ;>;>;AND CDMPUTE VARIOUS CONFUJENCED S7REAM VALUES ««< --------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CDNCENTRATION(MINUTES) = 15.33 R,AINFALL SNTENSITY (INCH./HOUR) = 3.39 TOTAL STREAM AREA (ACRES) = 2.96 TOTAL STREAM RUNOFF(CFS) AT CDNFLUENCE = 7.97 CONFLUENCE II~FORMAT?ON: ' STREAM RUNOFF TIME INTENSITY N(JMBER (CFS) (MIN.) (INCH/HOUR) ' ---------- 1 - --- 209.05 - - ----- 18.78 ------------------------------------- - --------- 3.028 2 7.97 15.33 3.3B5 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATID FORMULA{RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALLIES ARE AS FOL~OWS: 216.18 17B.58 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 216.18 TII7E(MINUTES) = 18.780 TOTAL AREA(ACRES) = 7B.38 ~Mc~***ffi**ffi~~*##*~*****~Y~~******#~*Nc**~*****M**~#~**~~*~#~#***~*~***~~~~***k~* FLOW PR~CESS FRDM NODE 215.C>0 TO NODE 216.00 IS CODE = 3 ------- -- --------- - --- - -------- - -- ----------------------------------- » » >COMPUTE PiPEFLOW TRAVELTIME THRU SUBAREA « « < ?>: » USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < DEPTH OF FLDW IN 57.0 INCH PIPE IS 44.9 INCHES PIPEFLOW VELOCI7Y(FEET/SEC.) = 14.4 UPSTREAM NODE ELEVA7ION = 1050.00 DOWNSTRcAM PJODE ELEVATSON = 1040.80 - FLOWLEN6TY,(FEET; = BOU.00 MANNIN6S N = .013 ESTIMATED P?PE DIAME~ER(INCH) = 57.V0 NUMHER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CrS) = 216.18 TRAVEL TIME(MIN.; _ .92 TC(M;N.) = 19.70 M~k~k*M**~~M*#~*~***~~'ffi~*~~~~~~ffiW~~#~~~~~M~~~**~~Nc~~~*~~~~~~~~**%M**~~**~*~*** FLOW PROCESS ~ROM NODE 216.00 TO NODE 217.00 IS CDDE = 3 » » ;COMPUTE PIPEFLC~W TRAVELTIME THRU SUBAREA « « < >?>:;USIN6 COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < ---------- ------------------------------- DEPTH OF FLOW IN 60.0 INCH PIPE IS 47.3 INCHES PIPEFLDW VELOCITY(FEET/SEC.) = 13.0 UPSTREAM NDDE ELEVAT?ON = 1U40.80 DOWNSTREAM NODE ELEVATION = SU38.70 FLOWLEN6TH(FEET) = 240.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 60.00 NUMHER OF PIPES = 1 PIPEFLOW THRU SUHAREA(CFS) = 216.18 TRAVEL TIME(MIN.) _ .31 TC(MIN.) = 20.01 ~~~~*~k~~~~*~~~~~*~~~~*~*~~~~~~*~~~*~~~~*~~**~*~~~~~*~~~**~~*~~*~***#**~*~~~~ FLOW PROCESS FROM NODE 217.01 TO NODE 217.01 IS CODE = 1 --- - ------------- ------------ ------------------------------------------- ?» » DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE ««< CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME ~F CONCENTRAT?ON(MINUTES) = 20.01 RRINFALL INTENSITY (INCH./HOUR) = 2.92 TOTA~ STREAM AREA (ACRES) = 7B.3B TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 216.18 ~~*~~*~~~*~~k*~~~**~~~W**~F******~*~*~**~~*~***~~~****~~**~~*****~##**Nc#**~~~~ FLOW PROCESS FRDM ~~ODE 218.00 TO NODE 219.00 IS CDDE = 2 - ----------------------- » » >RATIONAL METHOD INITiAL SUBAREA ANALYSIS « «< ---------- ASSUMED INITIAL SUBAREA UNIFORM DE'JELOPMENT IS: UND=VELOPED WITH FAIR COVER TC = K~[(LEN6TH*#3)/(ELEVA7ION CHANGE)]~*.2 INITIAL SUBAREA FL~W-LEN6TH = 250.OU UPSTREAM ELEVATIDN = lObB.00 DOWNSTREAM ELEVATION = 1U33.00 ELEVATION DIFFERENCE = 35.00 TC = .709~[( 250.00*~3)/( 35.00)]~ffi.2 = 9.568 100.00 YEAR RAINFALL IN7ENSITY(INCH/HOUR) = 4.'85 SOIL CLASSIFICATION IS "D" UNDEVELOPED WA7ERSHED RUNOFF COEFFICIENT = .8172 SLIBAREA RUNOFF(CFS) = 1.15 T~TAL AREA(ACRES) _ .32 TOTAL RUNOFF(CFS) = 1.15 ****~~**#*#~F~**~~K****W~~~*ffi#~******M*W%:*************~*~***~~***~*~Mc#***x***M FLOW PROCESS FROM NODE 219.00 TO NDDE 217.00 IS CDDE = 3 ---------------- - ------------------------ ------------------------------- » » >CDMPUTE PIPErLOW TRAVELTIME THRU SUBAREA « « < » » >USIN6 COMPUTER-ESTIMATED PIPESIZE (N~N-PRESSURE FLOW)« « < ' I ' I ' ' ----------------------------------------- ESTiMA7ED PIPE DIAMETER(INCH) iNCREASED TO 18.000 DEPTH OF FLOW iN 18.U INCH PIPE IS 4.2 INCHES PIPEFLOW VELOC?TY(FEET/SEC.) = 3.7 UFSTREAM NODE ELEVATION = 1033.00 DOWIVSTREAM NODE ELEVATION = 1032.50 FLOWLENGTH(FEET) = 50.00 MANNIN65 N = .013 ESTIMATED PIPE DIAMETER(INCH) = 18.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 1.15 TRAVEL TIME(MIN.) _ .23 TC(MIN,) = 9.74 **~~8:*~~~~~~**~~*~**~~~ffi**~#*##*#*~Mc~~****~~~**********~*~###******###****** FLOW PROCESS FROM NODE 217,02 TD NODE 217.02 IS CODE = 1 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « C« »>?>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< ---------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TII~iE OF CONCENTRATION(MINUTES) = 9.79 RAINFALL INTENSITY (SNCH./H~UR) = 4.33 TOTAL STREAM AREA (ACRES) _ .32 TOTAL S7REAM RUNOFF(CFS) AT CONF~UENCE = 1.15 COIUFLUENCE INFORMATI~N: STREAM RUNOFF TIME INTENSITY NUMBER ---------- (CFS) --- ----- (MIN.) --------- (INCH/HOUR) - - --------- 1 216.18 2~.01 --------- - - ---------------------- 2.924 2 1.15 9.79 4.329 OF CONCENTRATIDN RATIO 2 STREAMS. VALUES ARE AS FOLLOWS: COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 216.96 TIME(MINUTES) = 20.010 TOTAL AREA(ACRES) = 7B.70 RAINFALL INTEtdSITY AND TIME FORMULA(RCFC&WCD) USED FOR VARIOUS CONFLUENCED RUNOFF 216.96 106.97 ~~~~*~S'~~~~#:k#*~k~~~~*ffi~ffi~~~~~ffiffi~~*~#~~#~~*~~~~~~~~~~~~~F~~~~~~~~*~*~~~~~~*~* FLOW PROCESS FROM NDDE 217.00 TO NODE 220.00 IS CODE = 3 >?» >COMPUTE PIPEF~OW TRAVELTIME THRU SUBAREA « « < » » >USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)<CC« ----------------------------------------------- DEPTH OF FLOW ?N 6~J.~~ INCH PIPE IS 47.1 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 13.1 UPSTREAM NODE ELEVATION = 1038.70 DOWf:STREAM NODE cLEVATION = 1037.90 FLOWLEN6TH(FEET) = 90.OU MANNINGS N = .013 EST;MATED PIPE ~IAMETER(INCH) = b0.0U NUMBER OF PIPES = 1 PIPEFLOW THRU SUHAREA(CFS) = 216.96 TRAVEL TiME(MIN.) _ .11 TC(MIN.) = 20.12 M;~~~~~~~Y~~**~~~N:*~***#*~~~~~~*~~~*#~~**ffi*~~N:~~~~~~*~~~~~~#~~###~~k:*~~~~%k~*~~ FLOW PRGCESS FROM NODE 22~.p1 TO NODE 220.01 IS CODE = 1 ----------------------------------------- »>;:DESIGNATE INDE?ENDENT STREAM FOR C~NFLUENCE « « < --- ------- - ------------------- - ----- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTESI = 20.12 RAINFALL INTENSITY tINCH.:HOL1R) _ .~..9i TOTAL STREAr1 AREA (ACRES) = 78.70 TGTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 216.96 **##*********M~~M:***~~~~*~k**~~Y*~(~~~~~~*~*7kffi~ffi**~*~*******~**~#~~~~k~*~#**t~K*~K F~OW PROCESS FROM NODE 221.U0 TO NODE 222.00 IS CODE = 2 »»>RATI~NA•_ METHOD INITIAL SUHAREA ANALYSIS « C« - - --------- - ---------------- --------------------------------------------- - ------------- - ----------------------------------------------- ---------- ASSUMED INITIAL SUHAP.EA UIVSFORM DEVELOPMENT IS COMMERCIAL TC = K*[(LEN6TH*~3)/(ELEVATI~N CHANGE)]~*.2 INITIA~ SUHAREA FLOW-LENGTH = 940.00 UPSTREAM ELEVA7ION = 112U.00 DOWNSTREAM ELEVATION = 1048.50 ELEVATION DIFFERENCE = 71.SC~ TC = .303~[( 940.00~*3j/( 71.50)]~Nc.2 = 7.845 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR} = 4.890 SOIL CLASSI~ICATION IS "D" COMMERCIAL DEVELOPMENT RUNOFF COEFFICIENT = .8925 SUBAREA RUNOrF(CFS) = 4.02 TGTAL AREA(ACRES) _ .92 TuTAL RUNOFFiCFS) = 4.02 *~***~**~**~~~~***~~~~~***~~~~~~**~***~~~~~~*~*~*~*~**~*~N***~~~*#~*~*~#~~*** FLOW PROCESS FROM NODE 222.00 TO NODE 220.00 IS CODE = b ---------------------------------------------------------------------------- » » >COMPUTE 57REETFLOW TRAVELTIME THRU SUBAREA « « < ---------------------------------------------------------------------------- UPSTREAM ELEVATI~N = 1048.50 D~WNSTREAM ELEVATION = 1037.°0 STREET LENGTH{FEET) = 1065.00 CURH HEI6TH(INCHES) = 6. STREET HALFWIDTH(FEET) = 22.00 D:STANCE FFOM CROWN TO CROSSFALL 6RA~EBREAK = 1~.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 ~UTSIDE STREET CR~SSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNDFF = 1 *~TRAVELTIME COMPUTED USIN6 MEAN FLOW(CFS) = 5.28 STREETFLDW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .39 HA~FSTREET FLOODWIDTH(FEET) = 13.37 AVERA6E FLOW VELOCITY(FEET/SEC.) = 2.77 PRODUCT OF DEPTH&VELOCITY = 1.09 STREETFLOW TRAVELTIME(MIIJ) = 6.41 TC(MIN) = 14.25 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.52? ' SOIL CLASSIFICATION IS "D" COMMERCIAL DEVELOPMENT RUNDFF COEFFICIENT = .8899 SUBAREA ARcA(ACRES) _ .B1 SUHAREA RUN~FF(CFS) SUMMED AREA(ACRES) = 1.73 TOTAL RUNOFF(CFS) _ ' END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .42 HALFSTREET FLOODWIDTH(FEET) _ FLOW VELOCITY(FEET/SEC.) = 2.81 DEPTH*VELOCITY = = 2.54 6.55 14.88 1.19 , ~A*~~*~~:t*#M*M~K#W~~WMW~Y~**#*#~~~~*****~~M4*~k~~*~%K~#*~:~~MM**8'*7K**~*%#%k~k~*~7KM~ , _-FLOW PROCESS rROM NDDE ~20.02 70 NODE 220.02 IS CODE = 1 -------------------- - - - - --- - --- - ---- - --------------------------- :`>i>UCSIGNAT= iNDEPENDENT STRtAM FOR CONFLUENCE «<.« ' CONFLUcNCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRA7ION(MINUTES) = 14.25 ' RAINFALL INTENSITY (INCH./HDUR) = 3.52 TOTAL STREAM AREA (ACRES) = 1.73 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 6.55 , ~:***~:M~*******N~~M***~~~~**~~****~~~~ffi~*~~****~#~~********~****~*~*~*****~~*~ FLOW PROCESS FRDM NODE 209.00 TO NODE 220.OG IS CODE = 2 , ------------------------------------------------------------------ » » >RATIONAL METHOD INITIAL SUBAREA ANALYSIS< « « , ASSUMED INIT?AL SUHAREA UNIFORM DEVELOPMENT IS COMMERCIAL lC = K~[iLEN6TH**3)/(ELEVATION CHAN6E)]~~.2 INITIAL SUBAREA FLOW-LENGTH = 1280.00 , UPSTREAM ELEVATIDN = 1057.50 D~WIVSTREAM ELEVATION = 1037.90 ELEVATIDN DIFFERENCE = 14.60 ' 7C = .303~[( 12B0.00~~3)/( 19.60)]~~.2 = 12.231 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.832 SOI~ CLASSIFICATION IS "D" COMMER~IAL DEVELOPMENT RUNOrF COEFFICIENT = .8906 ' SUBAREA RUNOFF(CFS) = 6.31 TOTAL AREA(ACRES) = 1.85 TOTAL RUNOFF(CFS) = b.31 ' ***~*M~~~k:~~W~Nck:*~*#~*#~~~~##~~~*%'*~~~~*~*~8:****~~M*****~~*~**~**~#~#**~**~~ FLOW PROCESS FROM NODE 220.03 TO NGDE 220.03 IS CODE = 1 ' ----------------------------------------------------------- »,`» DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE ««< >?»>AND CDMPU7E VARIOUS CONFWENCED STREAM VALUES ««< ' CONFLLJENCE VALUES USED FOR SNDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MINUTES) = 12.23 RAINFALL INTENSITY (INCH./HOUR) = 3.83 ' TOTAL STREAM AREA (ACRES) = 1.85 TOTAL STREAM RUNOFF(CFS) AT CONFLUEtVCE = b.31 ' CONFLUENCE INF~RMATIDN: STREAM RUNOFF TIME INTENSITY NUMBER iCFS) (MIN.) (INCH/HOUR) ---------------------------------------------------------------------------- ' 1 216.96 20.12 2.915 2 6.55 14.25 3.523 3 6.31 12.23 3.83< ' RAIIVFALL INTENSITY AND TIME ~F CONCENTRATION RATI~ FORMULA(RCFC&WCD) USED FDR 3 STREAMS. ' VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 227.19 166.03 143.B0 COMPUTED CDIJFLUENCE ESTIMATES ARE AS FDLLOWS: RUNOFF(CFS} = 227.19 TIME(MINUTES) = 20.125 ' T07A~ AREA(ACRES) = 82.2B ~M~MA'~~M~~*~*~MM*~M~Mx.~*~~~k;~Mk*#~~~*~~~~~~~~~*~~ffi~~M~MM~~~~~**~4~~~~~*~~~~~ FLOW PROCESS FROM lvOUE ~2U.UU TG NODE 223.00 IS CODE = 3 ---------------------------------------------------------------------- >?» >COMPUTE PIPEFLOW TRAVELTiMc THRIJ SUBAREA « « < ??`?%USItJ6 COMFUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < ------------------------------------------------ DEPTH OF FLOW IN 60.0 IIVCH PIPE 15 46.5 INCHES PIPEFLOW VELDCITY(FEET/SEC.) = 13.9 UPSTREAM NODE ELEVATION = 1037.?0 DOWNSTREAM NODE ELEVATION = i0~7.40 FLOWLEN6TH(FEET) = 50.00 MANNIN65 N = .013 ESTIMATED PIPE DIAMETER(INCH) = 60.00 fVUMBER OF PIPES = 1 PIPEFLOW THRU SLIBAREA(CFS) = 227.19 TRAVEL TIME(MIN.) _ .06 TC(MIN.) = 20.18 **~~***~*~#~~~**~~~***~~~~~~~~*~~~~*~***#~~~##~~***~***~**~*ffi*~~**~~*#~~~~*~ ' -_FLOW PROCESS FRDM NODE 223.01 TO NODE 223.01 IS CODE = 1 ------------------------------------------------------------------------ » » >DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < ' CONFLLIENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 20.1B ' RAINFALL INTENSITY (INCH./HOUR; = 2.91 TOTAL STREAM AREA (ACRES) = 82.2B TOTA~ STREAM RUNOFF(CFS) AT CONFLUENCE = 227.19 ~~***********~*~ffi*~k~*~****#*****#~**~k***~~~***~~**N:ffi#***~***~##~~~~~~~~~~~~~ FLOW PROCESS FROM NODE 224.00 TO NODE 223.00 IS CDDE = 2 --------------------------------------- - --------------------------------- » »>RATIOIJAL METHOD INITIAL SUBAREA ANALYSIS « « < ---- RSSUMED INITZAL SUBAREA UIVIFOP.M DEVEL^PMENT IS SINGLE -AMILY (1/4 ACRE) TC = K~C(LENGTH*~3)/(ELEVATION CHANGE)]**.i INITIAL SUHAREA FLOW-LENGTH = ~10.00 UPSTREAM ELEVATION = 1042.50 DOWNSTREAM ELEVATION = 1038.10 ELEVATION DIFFERENCE = 4.40 TC = .393*[( 310.OU~~3)1( 4.40)]**.2 = 9.122 100.Q0 YEAR RAINFALL INTENSITY(iNCH/HOUR) = 4.502 SOIL CLASSIFICATION IS "D" SINGLE-FAMiLY(1/4 ACRE LOT) ftUIJGFF CDEFFICIENT =.8596 SUBAREA RUNOFF(CFS) = 2.71 TOTAL AREA(ACRES) _ .70 TDTAL RUNOFF(CFS) = 2.71 ***~**~**~*****~#*************~~#~***~*~*#*#**~****~****~*~***~**###~*~*~*** FLOW PFtOCESS FROM NODE 223.02 TO NODE 223.02 IS CODE = 1 ------ ------- ------------------------ - ----------------------------------- »»>DESIGIVATE INDEPENDENT S7REAM FOR COIVFLUENCE«<« CONFLUENCE VA~UES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 9.1~ RAINFALL INTENSITY (INCH./HOUR) = 4.50 TOTAL STREAM AREA (ACRES) _ .70 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 2.71 7~ #*~~~##MM*M~~****~~~~*~*~~~~~*~~~*~~~*~*~~~~~M~*******~*****~*~~~~4~****#~'~* FLOW PROCESS FROM NODE 22`.OQ TO NODE 223.00 IS CODE = 2 » »>RATIONAL METHOD TNI7IAL SUBAREA ANA~YSIS « « < ------------ ASSUMEP INITIAL SU6AREA UNIFORM DEVELOPMENT IS SIN6~E FAMI~Y (1/4 ACRE) TC = K*C(LEN6TH#*3)/(ELEVATION CHAN6E}]~~,2 INITIAL SUBAREA FLOW-LEN6TH = 770.00 UPSTREAM ELEVATION = 1044.50 DOWNSTREAM ELEVATIDN = 1038.10 ELEVATIDN DIFFERENCE = 6.40 TC = .393~[( 770.OO~M3)/( 6.40)]M~.2 = 14.609 100.00 YEAR RP.INFALL INTENSITY(INCH/HOUR) = 3.476 SDIL CLASSIFICATION IS "D" 5IN6LE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8490 SUBAREA RUNOFF(CFS) = 6.49 TOTAL AREA(ACRES) = 2.20 TOTAL RUNOFF(CFS) = 6.49 ~~~~~~**~~~~~~~~~~***~~*~***~~*#~~**~~~#~*~~~*ffi~~~**~~~#~~~**~*~~*~***W~~*** FLOW PROCESS FROM NODE 223.03 TO NODE 223.03 IS CODE = 1 `» » DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE ««< »»>AND COMPUTE VARIDUS CONF~~ENCED STREAM VALUES ««< ---------------------- CONFL~ENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TTI7E OF CONCENTRATIDN(MINUTES) = 14.61 RAINFALL INTENSITY (INCH./HOUR) = 3.48 TOTAL STREAM AREA (ACRES) = 2.20 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 6.49 CONF~UENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER (CFS) (MIN.) (INCH/HOUR) I' 1 227.19 2C.18 2.910 2 2.71 9.12 4.502 3 6.49 14,61 3.476 ' RAIIVFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNOrr VALUES ARE AS FOLLOWS: ' 234.37 109.43 173.01 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 234.37 TIME(MINUTES) = 20.1B5 TOTAL AREA(ACRES) = 85.18 ' ~~***~~*~**~~*~*~~***~~~***~~~~~#*#~*~***~~~******##***~~~*~*#~********~~**~ ' --FLOW PROCESS FROM NODE 223.00 TO NODE 226.00 IS CODE = 3 »?» COMPUTE PIPEFLOW TRAVELTIME THRU SUHAP.EA ««< ' -- » »>USIN~-COMPUTER=ESTIMATED-PIPESIZE-(NON=PRESSURE-FLOW)« «.<__---__-_-- DEPTH DF FLOW IN 78.0 INCH PIPE IS 62.9 INCHES PIPEF~OW VELOCITY(FEET/SEC.) = 8.2 ' UPSTREAM NODE ELEVATION = 103B.10 nA UOWNSTREAM NOUE ~LEVATION = 1037.70 FLOWLENGTH(FEET? = 165.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 78.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 2~4.37 TRAVEL TIME(MIN.) _ .34 TC(MIN.) = 20.52 ~S#~~***~*~**#*~~*~~~~~~~~*~#~~~M~**~~**~~~~**~~~*#***~**~~**M*****~~~**#~~* FLOW PROCESS FROM NDDE 226.00 TO NODE 227.00 IS CODE = 3 » » >COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » »;USIN6 COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < -------------------------------------------- DEPTH OF FLOW IN 54.U INCH PIPE IS 44.0 INCHES PIPEFL~W VELDCITY(FEET/SEC.) = 16.9 UPSTREAM NODE ELEVATION = 1037.70 DOWNSTREAM NODE ELEVATION = 1028.00 FLOWLEN6TH(FEET) = 575.00 MANNIN6S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 54.00 NUMHER DF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 234.37 TRAVEL TIME(MIN.) _ .57 TC(MIN.) = 21.04 END Or RATIONAL METHOD ANALYSIS ~f C1100 STORM FREL7LJENCY S T O R M D R A I N L I N E " D" ?•~ a~ 1~- ~ ~ ~~ ~ ' THE ~OLL ~W I NG SI--JEETS ARE TAKEN FROM THE I--lYDROLOGY AND HYDRALJL SCS REPORT FL7R TRACT 2326 7 UN I T 2 RND ARE FOR ' REFERENC~ TO DATR WH I CH S S USED TO G'QNT S NUE THE STORM DRA I N SYSTEM DOWNSTREAM. PLEASE ' REFER TO THE COI`1PLETE REPORT FOR MORE DETA I LED S NFQRMAT S ON SHOLJLD S T BE RECJU I RED _ ' I ' ~I I , I ' I , I ' I ' I ' I , I ' i~ *~TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 12.25 ' STF2EETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .40 HALFSTREET FLOODWIDTH(FEET) = 15.88 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.41 , PR~DUCT OF DEPTH&VELOCITY = 2.17 STREETFLOW TRAVELTIME(MIN) = 3.94 TC(MIN) = 16.81 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.218 S~IL CLASSIFICATION IS "D" SIN6LE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8454 ' SUBAREA AREA(ACRES) = 4.48 SUBAREA RUNOFF(CFS) = 12.19 SUMMED AREA(ACRES) = 6.42 TOTAL RUNOFF(CFS) = 18.35 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .45 HALFSTREET F~OODWSDTH(FEET) = 18.88 ' F~OW VELOCITY(FEET/SEC.) = 5.83 DEPTH*VELOCITY = 2.63 ' *~:K**Mc~~**~****~*#~~~~***~*#**#%*~~~#***~~~*~~~~~~**~~~~#**~~~~******#*#*~** FLOW PROCESS FROM NODE 210.02 TO NODE 210.02 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESI6NATE INDEPENDENT STREAM FOR C~NFLUENCE « « < »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< CONFLUENCE VALUES USED F~R INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 16.81 RAINFALL INTENSITY (INCH./HOUR) = 3.22 T~TAL STREAM AREA (ACRES) = 6.42 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 18.35 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMHER -- ----- (CFS) --------- (MSN.) --------- (INCH/HOUR) ------------------------------------------------ - 1 31.73 17.82 3.117 2 18.35 16.81 3.218 RAIfVFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 2 STREAMS. VARIOUS CONFLUENCED RUNOFF VALLIES ARE AS FOLLOWS: 49,50 48.29 CDMPUTED CONFLUENCE E5TIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 49.50 TIME(MINUTES) = 17.817 TOTAL AREA(ACRES) = 17.72 ~#**~Nc#**Mc***~~~*~***********************~~*#*~*%***~~*##~ffi***~~*~#~****~*** F~OW PROCESS FROM N~DE 210.00 TO NODE 307.00 IS CODE = 3 » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « <C< » »>USIN6 COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW) « «< ------------------------------- DEPTH OF FLOW IN 30.0 INCH PIPE IS 22.8 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 12.4 UP57REAM NODE ELEVATION = 1062-.50 DOWNSTREAM NODE ELEVATION = 1059.50 FLOW~ENGTH(FEET) = 150.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPEF~OW THRU SUBAREA(CFS) = 49.50 TRAVEL TIME(MIN.) _ .20 TC(MIN.) = 18.02 hA li ' END OF RATIONAL METH~D ANALYSIS ~~ i~ ~ ~ ~ ~ ~ END OF REFERENCE DATA ~~ i~ I ' I ' I 1 I , I , ~J I , I' . I , I ' ' ' ' ' ' ' Riverside Count~ Rational Hydrology Program CIVILCADD/CI\'ILDESIGN Engineerine Software, Icl 1992 Version 3.1 Rational H~-drologr Studp Date: 6/ 9/92 9nalpsis prepared b~•: CROSBY ME9D BENTON & ASSOCIATES, INC. 5650 El Camino Real, Suite 200 Carlsbad, California 92008 1619) 438-1210 TRACT 23267-3 IOLD VAIL RANCH) Q100 STORM FREQUENCY FOR ONSITE UNIT 3 FILE: OVD100.OUT [Q100 DTORM FREQUENCY ********* H}•drologp Studp Control Information ********** ----------------------------------------------------------------------- Rational Method H~•drologv Program based on Riverside County Flood Control & Water Conservation District 197H hpdrologp manual Storm event lpearl = 100.00 Antecedent Moisture Condition = 2 Standard intensitv-duration curves data IPlate D-4.1) For the [ Murrieta,Tmc,Rnch CaNorco ] area used. 10 year storm 10 minute intensitv = 2.900 lin./hr,1 10 vear storm 60 minute intensitv = 1.080 (in./hr.) 100 pear storm 10 minute intensity = 4.280 lin,/hr.) 100 year storm 60 minute intensitv = 1.600 (in./hr.) Storm event cear = 100.0 Calculated rainfall intensity data: 1 hour intensitp = 1.600 (in./hr.) Slope of intensity duration curve = 0.5492 +++++++++++++++++++++++++++++++++++++++++++++++++++++++++.+++++++++++++ Process from Point/Station 307.700 to Point/Station 307.700 **** USER DEFINED FLOW INFORMATION AT A POINT **** Rainfall intensity = 3.0981In/Hr) UNDEl'ELOPED (fair cover) subarea Runoff Coefficient = 0.832 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soillAMC 21 = 84.00 User specified values are as follows: TC = 18.02 min. Rain intensitp = Total area = 17.701Ac.) Total for a 100.0 year storm 3.10(In/Hrl runoff = 99.501CFS) l7 FROM CROSBV MEfiD BEHTON CRRLSBRD 06.19.1992 16:26 P• 2 ++~F~F4*+M+i~++~F4+~~i~1'~i~i~i~+~F+++~~M+++4+++4*i~4i~+4++4+~ ii+++4i+++44++++~h+if Process Pz`om Point/Stution 307.000 Co Point/Station 701.000 **** PTPEFLOW TRAV~L TTME (User apecified aize) **** Upstream pnint/etstion elevaCion = 3076.00(Ft.1 Downatream point/station elevstion = 1038~601Ft,) Pipe lenqth = 120.00(Fti.) Manninq's N= 0.013 No. of piAea = 1 Required pipe flow = 49.6001CFS1 Given p1Pe size = 36.00(Tn.I Celculat:ed indivi,dual pipe flow = 99,5001CP'S) Narmal flow depth in pi.pe = 8.74(In.) Flow top w~.dth inside pipe = 30.871In.1 Critical Dapth = 27.48fIn.1 Pipe flow ~elocit,y = 37~301Ft1s) Tre.vel time Chrouqh pipe = 0.05 min. Time aY concenCration ITC1 = 18.07 min. ++++++++++++++++++++++++~++++++++++++++++++++++++++++++++++++++++++I Pracess Yrom Point/Station 701•O10 to Point/Statlon 701.0, **** CONFLU~NCE OF MINOR STREAMS **** Alonq Main Stream number: 1 in normal atream number 1 Stresm 41ow area = 17.7001Ac.) Runoff from thia stream = 4a.500(CFS1 Time oP conoentrstion = ].8.07 min. Rainfsll intenaitY = 3.093fTn/Hrl ++4++++++++++++++t+++44+++++++++++~M4++}++++++++++++++++++++++++k+++• Procesa from Point/Station B04.OD0 to Point/Station 712.0~ **** INTTIAL AREA EVALUATTON **** Initial srea f].ow diatance = 525.OOOIFt.f Top (of initial areal elevation = i113.800(Ft.1 Bottom lof i.nitial area) elevation = 1039~3001Ft.) pzYference in elevaCion = 74.500(Ft.) Slape = 0.14190 glpercent)= 14.19 TC = k(0.710)*[(].enqth"81/(elevation chsnge)]~0.2 Initial axea time oP concentration = 12.851 min. RainPall intensity = 3.730(In/Hrl Yor a 100.0 year atorm UNDEVELOPED I4air cover) auberea RunoPf CoePfiaionY~ ~ Q~843 Decimal Yrsction soil group A= 0.000 Deci.mel fraction aoil qroup H= 0.0~0 Decimal fraction soil group C= 0.000 Decimal fraotion soil qroup D= 1.000 RI index Por soi11AMC 2) = 84.00 Tnitial subarea runol'P = 6.OQ2(CFSI Totsl initial etream area = 1.9101Ac.) Pervious area fz~actian = 1.000 +++++++++++++++++i~+~MtTi~+i~ti~+++++f++++++++++++++++++++++t++++++t++++++ Proceae fram Point/Station 712.OD0 to Point/Station 701.000 **** IMPROVED C1{ANNEL TRAVEL TIME **** Upstream point elevation = 1039.30fFt.1 Downstream point elevation = 1036,5UIFt.1 ~S" ~ *~+END*+* Channel length thru subarea = 450.00(Ft.) Channel base width = O.OOOIFt.) Slope or 'Z' of left channel bank = 1.000 Slope or 'Z' of right channel bank = 1.000 Estimated mean flow rate at midpoint of channel = 8.422(CFS) Manning's 'N' = 0.015 Maximum depth of channel = 2.000(Ft.) Flow(q) thru subarea = 8,4221CFS1 Depth of flow = 1.334(Ft.l Average velocity = 4.7341Ft/s) Channel flow top width = 2.668(Ft.l Flow ~'elocitp = 4.731Ft/s) Travel time = 1.58 min. Time of concentration = 14.43 min. Critical depth = 1.344(Ft.) Adding area flow to channel UA'DEVELOPED (fair cover) subarea Runoff Coefficient = 0.839 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil ~roup C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 84.00 Rainfall intensity = 3.4991In/Hr) for a 100,0 year storm Subarea runoff = 4.521(CFS) for 1.540(Ac.) Total runoff = 10.5241CFS1 Total area = 3.450(Ac.) ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 713.000 to Point/Station 701.000 **** SUB4REA FLOW ADDITION **** liNDEVELOPED Ifair cover) subarea Runoff Coefficient = 0.839 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMC 2) = 84. 00 Time of concentration = 14.43 min. Rainfall intensitv = 3.4991 In/Hr) for a 100.0 ~~ear storm Subarea runoff = 2.3491CFS) for 0.800(Ac.) Total runoff = 12 .8?21CFS) Total area = 4.2501Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 701.020 to Point/Station 901.020 **** C01~FLUENCE OF MINOR STREAMS **** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 4.250fAc.) Runoff from this stream = 12.872(CFS) Time of concentration = 14.43 min. Rainfall intensity = 3.499(In/Hr) Summarp of stream data: Stream Flow rate TC Rainfall Intensity No. ICFS1 Imin) (In/Hr) R9 1 49.500 18.07 3.093 2 12.8i2 14.43 3.499 Largest stream flow has lon2er time of concentration Qp = 99.500 + sum of Qb Ia/Ib 12.8~2 * 0.884 = 11.377 QP = 60.877 Total of 2 streams to confluence: Flow rates before confluence point: 49.500 12.872 Area of streams before confluence: 17.700 4.250 Results of confluence: Total flow rate = 60.877(CFS) Time of concentration = 18.074 min. Effecti~~e stream area after confluence = 21.950(Ac.l ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 701.000 to Point/Station 702.000 **** PIPEFLOW TRAVEL TIME IUser specified sizel **** lipstream point/station elevation = 1030.651Ft.) Downstream point/station elevation = 1029.61(Ft.l Pipe length = 120.OOIFt.) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 60.877(CFS) Given pipe size = 42.OOlIn.l Calculated individual pipe flow = 60.877(CFS) Normal flow depth in pipe = 24.661In.) Flow top width inside pipe = 41.36(In.) Critical Depth = 29.33iIn.) Pipe flow velocity = 10.36(Ft/s) Tracel time through pipe = 0.19 min. Time of concentration (TC1 = 18.2i min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 702.010 to Point/Station 702.010 **** CONFLUENCE OF MINOR STREAMS **** Along Main Stream number: Stream flow area = 21 Runoff from this stream = Time of concentra.tion = Rainfall intensit~ _ 1 in normal stream number 1 .950(Ac.) 60.8971CFS) 18.27 min. 3.0751In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 605.000 to Point/Station 703.000 **** Ir'ITIAL AREA EVALUATION **** Initial area floh distance = 620.000(Ft.) Top lof initial areal elevation = 1043.9001Ft.1 Bottom (of initial area) ele~~ation = 1040.200(Ft.) Difference in elevation = 3.7001Ft.) Slope = 0.00597 s(percent)= 0.60 TC = k(0.390)*[Ilength~31/lele~°ation change)]"0.2 Initial area time of concentration = 14.219 min. Rainfall intensit~~ = 3.528(In/Hrl for a 100.0 year storm an i~ SINGLE FAMILY (1/4 Acre Lotl Runoff C oefficient = 0.850 Decimal fraction soil group A = 0.000 Decimal fraction soil group B = 0.000 Decimal fraction soil eroup C = 0.000 Decimal fraction soil group D = 1.000 RI inde~: for soil(AMC 2) = i 5.00 Initial subarea runoff = 5.1861CFS) Total in itial stream area = 1.i301Ac Pervious area fraction = 0.5 00 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 703.000 to Point/Station 702.000 **** STREET FLOW TRAVEL TIME + SUBAREA FLOW ADDITION **** Height of curb above gutter flowline = 6.OIIn.) Width of half street (curb to crownl = 22.000(Ft.) Distan ce from crown to crossfall grade break = 20,OOOIFt.) Slope from gutter to grade break (v/hz) = 0.015 Slope from grade bre ak to crown (v/hz! = 0.015 Top of street segment elevation = 1040.200(Ft.) End of street segment elevation = 1038.7001Ft.) Length of street segment = 265.000(Ft.) Street flow is on [1] side(s) of the street Distance from curb to propert~~ line = 8.OOOIFt.) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.OOOIFt.) Gutter hike from flowline = 2.000(In.) Manning's N in gutter = 0.0150 Manning's N from gutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = Depth of flow = 0.4231Ft.) Average velocity = 2.202(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 19.121(Ft.l Flow velocity = 2.201Ft/s) Travel time = 2.01 min. TC = 16.22 min. Adding area flow to street SINGLE FA?fILY (1/4 Acre Lotl Runoff Coefficient = 0.846 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = i5.00 Rainfall intensity = 3.281(In/Hr) for a 100. Subarea runoff = 2.138iCFS) for 0.770(9c. Total runoff = 7.324(CFS) Total area = Street flow at end of street = 7.324(CFS) Half street flow at end of street = 7,3241CFS) Depth of flow = 0.441(Ft.) Average velocit~- = 2.2711Ft/s) Flow ~;idth (from curb towards crown)= 20.293(Ft.l 6.340(CFS) 0 year storm ) 2.5001Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 224.000 to Point/Station 702.000 **** SliBAREA FLOW ADDITION **** ~) SIA'GLE FAMILI' I1/4 Acre Lot) Runoff Coefficient = 0.846 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMC 2) = i5..00 Time of concentration = 16.22 min. Rainfall intensity = 3.2811In/Hrl Subarea runoff = 2.1ll(CFSI for Total runoff = 9.4351CFS) Total ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 702.020 to Point/Station 702.020 **** CONFLUENCE OF *iINOR STREAMS **** ' Along Pfain Stream number Stream flow area = Runoff from this stream Time of concentration = Rainfall intensitv = Summary of stream data: : 1 in normal stream number 2 3.2601Ac.1 = 9.435(CFS) 16,22 min. 3.281(In/Hr) Stream Flow rate TC No. ICFS) Imin) for a 100.0 ,cear storm 0.760(9c.1 area = 3,2601Ac,) Rainfall Intensitp (In/Hr) 1 60.877 18.27 3.075 2 9.435 16.22 3.281 Largest stream flow has longer time of concentration Qp = 60.877 + sum of Qb Ia/Ib 9.435 * 0.937 = 8.840 Qp = 69.71i Total of 2 streams to confluence: Flow rates before confluence point: 60.877 9.435 Area of streams before confluence: 21.950 3.260 Results of confluence: Total flow rate = 69.717(CFS) Time of concentration = 18.267 min. Effective stream area after confiuence = 25.210(Ac.l ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 702.000 to Point/Station 704.000 **** PIPEFLOk' TRAVEL TIME IUser specified size) **** Upstream point/station elevation = 1029.611Ft.1 Do~.nstream point/station elevation = 1028.80(Ft.) Pipe length = 88.OOIFt.) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 69.i17(CFS1 Given pipe size = 42.OOIIn.) Calculated individual pipe flou = 69.717(CFS1 Normal flow depth in pipe = 26.441In,) Flow top width inside pipe = 90.57(In.l `t 2 Critical Depth = 31.901In.) Pipe floH ielocit}- = 10.93(Ft/s) Tra~~el time through pipe = 0.13 min. Time of concentration iTC) = 18.40 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process.from Point/Station i04.010 to Point/Station 704.010 **** CONFLUENCE OF MINOR STREAMS **** Along Pfain Stream number: Stream flow area = 25 Runoff from this stream = Time of concentration = Rainfall intensit~~ _ 1 in normal stream number 1 .210(Ac.l 69.7171CFS) 18.90 min. 3.0621In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 705.000 to Point/Station 706.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 740.000(Ft.) Top lof initial area) elevation = 1045.7001Ft.) Bottom (of initial area) elevation = 1040.200(Ft.) Difference in elevation = 5.500~Ft.) Slope = 0.00743 s(percent)= 0.74 TC = k10.390)*[Ilength"3)/lelevation changelJ~0.2 Initial area time of concentration = 14.606 min. Rainfall intensitv = 3.4761In/Hr) for a 100.0 SINGLE FAMZLY (1/4 Acre Lot) Runoff Coefficient = 0.849 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 75.00 Initial subarea runoff = 5.253(CFS) Total initial stream area = 1.780(Ac.) Pervious area fraction = 0.500 year storm ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 707.000 to Point/Station 70fi.000 **** SUBAREA FLOW ADDITION **** SINGLE FAMILY (1/4 Ac Runoff Coefficient = Decimal fraction soil Decimal fraction soil Decimal fraction soil Decimal fraction soil RI index for soi11AMC Time of concentration Rainfall intensity = Subarea runoff = Total runoff = 9 e Lot) .849 group A = 0.000 group B = 0.000 group C = 0.000 group D = 1.000 2) = 75.00 = 14.61 min. 3.4761In/Hr) 4.191(CFS1 for 4441CFS) Total for a 100.0 1.420(Ac.) area = 3 year storm ZOOIAc.) ++++++++++++++++++++++++++++++t+++++++++++++++++++++++++++++++++++++++ Process from Point/Station 706.000 to Point/Station 708.000 4z i~ **** STREET FLOti' TRAVEL TIME + SUBAREA FLOW ADDITION **** Height of curb above 2utter flowline = 6.OIIn.1 Width of half street (curb to crownl = 22.000(Ft.) Distan ce from crown to crossfall grade break = 20.OOOIFt Slope from gutter to grade break (v/hz) = 0.015 Slope from grade bre ak to croc.n (v/hz) = 0.015 Top of street segment elevation = 1040.200(Ft.) End of street seement elevation = 1038.400(Ft.) Length of street segment = 265.OOOIFt.) Street flow is on [1] side(s) of the street Distance £rom curb to property line = 8.OOOIFt.) Slope from curb to property line (v/hz) = 0.020 Gutter width = 2.OOOIFt.) Gutter hike from flowline = 2.000(In.) Manning's N in gutter = 0.0150 Manning's N from gutter to grade break = 0.0150 Dianning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = Depth of flow = 0.4661Ft.) Average velocit~ = 2.594(Ft/s) Streetflow hydraulics at midpoint of street travel: Halfstreet flow width = 21.962(Ft.l Flow velocity = 2.59(Ft/s) Travel time = 1.70 min. TC = 16.31 min. Adding area flow to street COMMERCIAL subarea type Runoff Coefficient = 0.889 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 75.00 Rainfall intensitv = 3.2721In/Hr) for a 100.0 Subarea runoff = 0.582(CFS) for 0.200(Ac.l Total runoff = 10.0261CFS) Total area = 3 Street flow at end of street = 10.026(CFSI Half street flow at end of street = 10.0261CFS) Depth of flow = 0.469(Ft.1 Average velocity = 2.6201Ft/sl Note: depth of flow eaceeds top of street croc,-n. Flow width (from curb towards crown)= 22.000(Ft.) 9.739(CFS) ~•ear storm 4001Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 707.000 to Point/Station 708.000 **** SUBAREA FLOW ADDITION **** SINGLE FAMILY I1/4 Acre Lotl Runoff Coefficient = 0.846 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil RI index for soi11AMC Time of concentration Rainfall intensitv = Subarea runoff = Total runoff = 13 group D = 1.000 2) = 75.00 = 16.31 min. 3.2721In/Hrl for a 100,0 ~~ear storm 3.156(CFS) for 1.190(Ac.) .1831CFS) Total area = 4.5401Ac.) 9Y i~ I , ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 708.020 to Point/Station i04.020 **** CONFLUENCE OF MINOR STREAMS **** Along Main Stream number: 1 in normal stream number 2 Stream flow area = 4.5401Ac.) Runoff from this stream = 13.183(CFS) Time of concentration = 16.31 min. Rainfall intensity = 3.272(In/Hrl ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 709.010 to Point/Station 710.010 **** INITIAL AREA EVALUATION **** Initial area floc; distance = i65.0001Ft.) Top (of initial area) elevation = 1043.800(Ft.l Bottom lof initial area) elevation = 1038.4001Ft.) Difference in elevation = 5.400(Ft.) Slope = 0.00706 slpercentl= 0.71 TC = k(0.390)*[(length"31/(elevation changel]"0.2 Initial area time of concentration = 14.955 min. Rainfall intensity = 3.432(In/Hr) for a 100. SINGLE FAMILY I1/4 Acre Lot) Runoff Coefficient = 0.848 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 75.00 Initial subarea runoff = 4.804(CFS) Total initial stream area = 1.650~Ac.) Pervious area fraction = 0.500 0 ~~ear storm ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station i09.020 to Point/Station 710.020 **** SUBAREA FLOW ADDITION *~** SINGLE FAMILY I1/4 Acre Lot) Runoff C oefficient = 0.848 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMC 2) = 75. 00 Time of concentration = 14.95 min. Rainfall intensity = 3.4321 1n/Hr) for a 100.0 vear storm Subarea runoff = 3.872(CFS1 for 1.330(Ac.) Total ru noff = 8 .6761CFS) Total area = 2.9801Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station i10.030 to Point/Station 704.030 **** CONFLUENCE OF MINOR STREAMS **** Along Main Stream number: 1 in normal stream number 3 Stream flow area = 2.9801Ac.1 Runoff from this stream = 8.676(CFS) 4~l !~ , Time of concentration = 14.95 min. Rainfall intensit}~ = 3.932(In/Hr) ' Summary of stream data: Stream F1oF~ rate TC Rainfall Intensitv No. (CFSI Imin) lIn/Hr) ' 1 69.717 18.40 3.062 I 2 13.183 16.31 3.272 ' 3 8.676 14.95 3.432 ' Largest stream flow has longer time of concentration Qp = 69.717 + sum of ' Qb Ia/Ib 13.183 * 0.936 = 12.337 Qb Ia/Ib ' 8.676 * 0.892 = 7.742 Qp = 89.i96 Total of 3 streams to confluence: ' Flow rates before confluence point: 69.717 13.183 8.676 Area of streams before confluence: ' 25.210 4.540 2.980 Results of confluence: Total flow rate = 89.796(CFS1 ' Time of concentration = 18.401 min. Effective stream area after confluence = 32.730(Ac.) ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 704.000 to Point/Station 711.000 li , **** PIPEFLOW TRAVEL TIME IUser specified size) **** Upstream point/station elevation = 1028,23~Ft.) Dohnstream point/station elevation = 1024.58(Ft.l Pipe leneth = 450.OOiFt,) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 89.i96(CFSI Given pipe size = 48.OOIIn.) Calculated individual pipe flow = 89.796(CFS) Normal flow depth in pipe = 29.44(In.) Flow top width inside pipe = 46.75(In.) Critical Depth = 34,4611n.) Pipe flow velocity = 11.12(Ft/s) Travel time through pipe = 0.67 min. Time of concentration (TC) = 19.08 min. End of computations, total study area = 32.73 IAc.) The following figures mav be used for a unit hvdrograph study of the same area. Area averaged pervious area fraction(Ap) = 0.833 Area averaged RI index number = 81.0 G~~ CJ100 STC7RM FRECJUENCY S T O R M D R A I N L I N E " E" 2. 3 1 Riverside Counti- Rational H~~drology Program ' CIVILCADD/CIVILDESIGN Engineering Software, (cl 1992 Version 3.1 Rational H~~drologv Stud~~ Date: 6/10/92 ' Anal~sis prepared by: ' CROSBY, MEAD BENTON & ASSOCIATES, INC. 5650 E1 Camino Real, Suite 200 Carlsbad, California 92008 (6191 438-1210 ' ----------------------------------------------------------------------- TRACT 23267-3 IOLD ~AIL RANCHI ' STORM DRAIN LINE "E" FILE: OVE100.0UT Q100 STORM FREQUENCY --------------------------------------------------------------------- , ********* Hydrolog~ Studp Control Information ********** ----------------------------------------------------------------------- ' Rational Method Hpdrology Program based on Riverside Countv Flood Control & Water Conservation District 1978 hvdrologp manual ' Storm event (gear) = 100.00 Antecedent Moisture Condition = 2 Standard intensit~~-duration curves data IPlate D-4.1) ' For the [ Murrieta,Tmc,Rnch CaNorco ] area used. 10 pear storm 10 minute intensit,v = 2.900 lin./hr.) 10 year storm 60 minute intensity = 1.080 (in./hr.) 100 year storm 10 minute intensity = 4.280 lin./hr.) ' 100 year storm 60 minute intensitg = 1.600 (in./hr.) Storm event vear = 100.0 Calculated rainfall intensitv data: 1 hour intensitp = 1.600 lin./hr.) Slope of intensitp duration curve = 0.5492 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 601.000 to Point/Station 602.000 **** INITIAL AREA EVALUATION **** Initial area flow distance = 450.000(Ft.) Top (of initial area) elevation = 1123.100(Ft.1 Bottom lof initial areal elevation = 1051.OOOIFt.) Difference in elevation = 72.100(Ft.) Slope = 0.16022 sfpercent)= 16.02 TC = k(O.i101*[(length"3Y/(elevation change)]~0.2 Initial area time of concentration = 11.792 min. Rainfall intensity = 3.910(In/Hr) for a 100.0 liNDEVELOPED Ifair co~-er1 subarea Runoff Coefficient = 0.845 Decimal fraction soil group A= 0.000 Decimal fraction soil eroup B= 0.000 year storm ~G ' Decimal fraction soil group C= O.UOU Decimal fraction soil group D= 1.000 ' RI index for soi11AMC 21 = 84.00 ' Initial subarea runoff = 5.022(CFS) Total initial stream area = 1.5201Ac.) , Pervious area fraction = 1.000 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ' Process from Point/Station 602.000 to Point/Station 603.000 **** IMPROVED CHAA~NEL TRAVEL TIME **** ' Upstream point elevation = 1051.00(Ft.) Downstream point elevation = 1044.OOIFt.) Channel length thru subarea = 730.OOIFt.) Channel base width = O.OOOIFt.) , Slope or 'Z' of left channel bank = 100.000 Slope or 'Z' of right channel bank = 2.000 Estimated mean flow rate at midpoint of channel = 11.697(CFS) , Manning's 'N' = 0.020 Maximum depth of channel 1.000(Ft.) Floc;iqf thru subarea = 11,6971CFS) Depth of flow = 0.325(Ft.l , Average velocitv = 2.1651Ft/s) Channel flow top width = 33.197(Ft.l = 2.171Ft/s) Flow Velocity , _ Travel time 5.62 min. Time of concentration = 17.41 min. Critical depth = 0.318(Ft.l ' Adding area flow to channel UNDEI%ELOPED (fair cover) subarea Runoff Coefficient = 0.833 Decimal fraction soil eroup A= 0.000 ' Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 ' RI index for soil(AMC 21 84.00 Rainfall intensitp = 3.157(In/Hrl for a 100.0 year storm Subarea runoff = 10.623fCFS1 for 4.040(Ac.l ~ Total runoff = 15.6451CFS1 Total area = 5.5601Ac.1 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 603.U00 to Point/Station 605.000 **** PIPEFLOW TRAVEL TIME IUser specified size) **** Upstream point/station elevation = 1039.00(Ft.) Docanstream point/station elevation = 1032.391Ft.1 Pipe length = 178.78(Ft.) Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 15,6451CF5) Given pipe size = 24.00(In.) Calculated individual pipe flow = 15.6451CFS) Normal flow depth in pipe = 9.951In.) Flow top width inside pipe = 23.651In.) Critical Depth = 17.12(In.l Pipe flow velocitv = 12.711Ft/s) Travel time through pipe = 0.23 min. Time of concentration ITCI = 17.65 min. 01 t i +++++++++++++++++++++++t++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 605.010 to Point/Station 605.010 I' **** CONFLUENCE OF MINOR STREAMS **** 41ong Main Stream number: 1 in normal stream number 1 I Stream flow area = 5.5601Ac,) , Runoff from this stream = 15.695(CFSI Time of concentration = 17.65 min. Rainfall intensitv = 3.133(In/Hr) , ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ ' Process from Point/Station 606.000 to Point/Station 605.000 **** USER DEFINED FLOW INFORMATION AT A POINT **** Rainfall intensity = 3.4961In/Hrf for a 100.0 ~•ear storm ' SINGLE FAMILY ll/4 Acre Lotl pr7~ G~C~/ ,ru~s ftunoff Coefficient = 0.849 „ ~~,~ ^ ~ ~ Decimal fraction soil group A= 0.000 S(~EC/fL 5' ~~~' ~ ' Decimal fraction soil group B= 0.000 SEE P~(-;S' IL'I- ~~I~ Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soil(AMC 2) = 75.00 , User specified values are as follocas: TC = 14.46 min. Rain intensity = 3.50(In/Hrl ' Total area = 3.811Ac.1 Total runoff = 16.021CFS) ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 605.020 to Point/Station 605.020 **** CONFLtiENCE OF MINOR STREAMS **** Along Main Stream number: 1 in normal stream number 2 ' Stream flow area = 3,8101Ac.) Runoff from this stream = 16.020(CFS) Time of concentration = 14.46 min. ' Rainfall intensity = 3.496(In/Hr) Summary of stream data: ' Stream Flow rate TC Rainfall Intensitv No, ICFS) Imin) IIn/Hrl ' 1 15.645 17.65 3.133 2 16.020 14.46 3.496 Largest stream flow has longer or shorter time of concentration ' Qp = 16.020 + sum of Qa Tb/Ta 15.645 * 0.819 = 12.820 ~ @P = 28.840 Total of 2 streams to confluence: Floc, rates before confluence point: 15.645 16.020 Area of streams before confluence: 5.560 3.810 Results of confluence: Total flow rate = 28.840fCFS1 Time of concentration = 14.460 min. Effective stream area after confluence = 9.370(Ac.1 :. q , ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 605.000 to Point/Station 609.000 **** PIPEFLOW TRAVEL TIP1E IUser specified size) **** Upstream point/station elevation = 1031.871Ft.) Downstream point/station elevation = 1031.611Ft.1 Pipe len¢th = 95.OOIFt.I Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 28.840(CFS) Given pipe size = 30.OOlIn.1 Calculated individual pipe flow = 28.840(CFSI Normal flow depth in pipe = 22.781In.) Flow top width inside pipe = 25.65(In.) Critical Depth = 21.961In.) Pipe flow velocitp = 7.21(Ft/s) Travel time through pipe = 0.10 min. Time of concentration (TC) = 14.56 min. ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 609.010 to Point/Station 609.010 **** CONFLUENCE OF PIINOR STRESMS **** Along Main Stream number: Stream flow area = 9 Runoff from this stream = Time of concentration = Rainfall intensity~ _ 1 in normal stream number 1 .370(Ac.) 28.8401CFS) 14.56 min. 3.482(In/Hr) +++++++++++++++++++++++++++++++++++++++++~++++++++++++++++++++++++++++ Process from Point/Station 610.000 to Point/Station 609.000 **** USER DEFIFED FLOW INFORMATION AT A POINT **** Rainfall intensit~• = 3.496(In/Hr) SINGLE FaMILY (l/4 Acre Lot) Runoff Coefficient = 0.849 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil eroup D= 1.000 RI index for soiliAMC 2) = 75.00 User specified values are as follows: TC = 14.46 min. Rain intensity = Total area = 5.841Ac.) Total for a 100.0 S~ear storm T.'i !S Gf'- ~ -`r= `" <F:C;lJC ~• ...-!_ ~t= c'F=ir. <". _- r,: . _ _ - . .. 3.501In/Hr) runoff = 16.02(CFS) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 609.020 to Point/Station 609.020 **** COnFLUENCE OF MInOR STREAMS **** Along Main Stream number: Stream flow area = 5 Runoff from this stream = Time of concentration = Rainfall intensitp = Summary of stream data: 1 in normal stream number 2 .84014c.1 16.0201CFS) 14.96 min. 3.4961In/Hr) Stream Flow rate TC Rainfall Intensitg No. ICFS) lmin) IIn/Hr) 1 28.840 14.56 3.482 2 16.020 14.46 3.496 Largest stream flow has longer time of concentration Qp = 28.840 + sum of Qb Ia/Ib 16.020 * 0.996 = 15.957 @p = 44.79i Total of 2 streams to confluence: Flow rates before confluence point: 28.840 16.020 Area of streams before confluence: 9.3i0 5.840 Results of confluence: Total flow rate = 44.797(CFSI Time of concentration = 14,564 min. Effective stream area after confluence = 15.210(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 609.000 to Point/Station 611.000 **** PIPEFLOW TRAVEL TIME IUser specified size) **** Upstream point/station elevation = 1031.091Ft.) Downstream point/station elevation = 1030.00(Ft.) Pipe length = 181,181Ft,1 Manning's N= 0.013 No. of pipes = 1 Required pipe flow = 44.797(CFSI Given pipe size = 36.OOIZn.) Calculated individual pipe flow = 44.797(CFS) Normal flow depth in pipe = 25.881In.1 Flow top width inside pipe = 32.371In.1 Critical Depth = 26.181In.) Pipe flow velocitv = 8.24(Ft/s) Travel time through pipe = 0.37 min. Time of concentration (TCI = 14.93 min. End of computations, total study area = 15.21 IAc.) The following figures ma~- be used for a unit hpdrograph study of the same area. Area a~-eraged pervious area fractionlApl = 0.683 Area aceraged RI index number = 78.3 i~~ ki~-erside Count~- Rational H~-droloei- Program CI\%ILC:~DD/CI~ILDESIGN En¢ineerin~ Softc.~are, Icl 1992 \~ersion 3.1 Rational H~~dreloey Studz~ Date: 6/10/92 --------------------------------------------------------------------~ TRACT 23267-3 IOLD V:~IL R~NCHI STORM DRAIN LI?~E "E" SPECIAL SUBAREA CALC . FILE: OES100.OL'T Q100 STORM FRE9UENCY ********* Hpdrolog~~ Stud~~ Control Information ********** ----------------------------------------------------------------------- Rational Method H~droloey Program based on Riverside Count~- Flood Control 8 Water Conservation District 19i8 hydrolog~~ manual Storm eeent (vearl = 100.00 Antecedent Moisture Condition = 3 Standard intensity-duration curves For the [ Murrieta,Tmc,Rnch CaNorco 10 pear storm 10 minute intensit~ _ 10 year storm 60 minute intensitv = 100 ~-ear storm 10 minute intensit~• 100 ~~ear storm 60 minute intensity Storm event ~•ear = 100.0 ' Calculated rainfall intensit~~ data: 1 hour intensit~• = 1.600 lin./hr.) Slope of intensity duration curve = ' data IPlate D-4.1) ] area used. 2.900 lin./hr.) 1.080 (in./hr.l = 4.280 lin./hr.) = 1.600 lin./hr.) 0.5492 ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 606.000 to Point/Station 607.000 **** I;~ITIAL AREA EVALUATION **** Initial area flow distance = 780,ODUIFt.) Top (of initial areal elevation = 10i8.300(Ft.) Bottom lof initial area) elevation = 1047.SOOIFt.1 Difference in elevation = 30.500(Ft.) Slope = 0.03910 slpercent)= 3.91 TC = k(0.390)*(Ilength"31/lelevation change)]"'0.2 Initial area time of concentration = 1U.702 min. Rainfall intensity = 4.124(In/Hrl for a 100. SINGLE FAMILI ll/4 Acre Lot) Runoff Coefficient = 0.881 Decimal fracti~n soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMC 3) = 88.00 Initial subarea runoff = 6.758(CFSI Total initial stream area = 1.8601Ac.) Pervious area fraction = 0.500 0 ~ear storm ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 607.010 to Point/Station 60i.010 **** COA'FLUENCE OF MINOR STREAMS **** Along ^fain Stream number: 1 in normal stream number 1 Stream flow area = 1.8601Ac.) Runoff from this stream = 6.758(CFS) Time of concentration = 10.i0 min. Rainfall intensity = 4.124(In/Hr) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 610.000 to Point/Station 607.000 **** INITIAL .~REA EVALUATION **** Initial area flow distance = 865.OOOIFt.) Top (of initial areal eleti~ation = 1078.000(Ft.l Bottom lof initial areal elevation = 1047.8001Ft.) Difference in elevation = 30.200lFt.) Slope = 0.03491 slpercent)= 3.99 TC = k(0.390)*[llength"3)/lelevation chan2e)]"0.2 Initial area time of concentration = 11.410 min. Rainfall intensitv = 3.981(In/Hrl for a 100.0 SINGLE FAMILY I1/4 Acre Lot) Runoff Coefficient = 0.880 Decimal fraction soil ¢roup A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI index for soi11AMC 3) = 8H.00 Initial subarea runoff = 12.9681CFSl Total initial stream area = 3.7001Ac.) Pervious area fraction = 0.500 year storm ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 607,020 to Point/Station 607.020 **** CONFLUENCE OF MINOR STRESMS ~*** Alon~ Main Stream number: 1 in normal stream number 2 Stream floc. area = 3.700(AC.I Runoff from this stream = 12.968(CFS) Time of concentration = 11.41 min. Rainfall intensitp = 3.981(In/Hr1 Summarp of stream data: Stream Floh rate TC Rainfall Intensitp No. ICFS) Iminl IIn/Hr) 1 6.i58 10.70 2 12.968 11.41 Lar4est stream flow has longer Qn = 12.968 + sum of Qb Ia/Ib 6.i58 * 0.965 = QP = 19.492 9.124 3.981 time of concentration 6.52~ Total of 2 streams to confluence: Flow rates before confluence point: !G(r? 6.758 12.968 Area of streams before confluence: 1.860 3.i00 Resttlts of confluence: Total flow rate = 19.492(CFSi Time of concentration = 11,410 min. Effecti~~e stream area after confluence = 5.560(Ac.l ' ~ ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 607.000 to Point/Station 605.000 **** STREET FLOH TRAVEL TIME + SUB9RE4 FLOW ADDITION **** Height of curb above gutter flowline = 6.OlIn.) Width of half street Icurb to crown) = 22.OOOIFt.) Distan ce from croFn to crossfall 2rade break = 12.000(Ft Slope from gutter to grade break Iv/hzl = 0.015 Slope from grade bre ak to crown (v/hz) = 0.015 Top of street segment elevation = 1047.800(Ft.? End of street se~ment elevation = 1043.900(Ft.) Length of street segment = 560.000(Ft.) Street flow is on [2] sidels) of the street Distance from curb to propertv line = 8.000(Ft.l Slope from curb to property line Iv/hz) = 0.025 Gutter tiidth = 2.000(Ft.) Gutter hike from flowline = 2.OOOIIn.I Mannine's N in gutter = 0.0150 Manning's N from eutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Estimated mean flow rate at midpoint of street = Depth of flow = 0.494(Ft.) Average velocity = 3.0561Ft/s) Note: depth of f1oF exceeds top of street croHn. Streetflow h}~draulics at midpoint of street travel: Halfstreet flow width = 22.000(Ft.l Flow velocitp = 3.061Ft/sS Travel time = 3.05 min. TC = 14.46 min. Addin~ area flow to street SINGLE F~MILY I1/4 Acre Lot) Runoff Coefficient = 0.878 Decimal fraction soil group A= 0.000 Decimal fraction soil group B= 0.000 Decimal fraction soil group C= 0.000 Decimal fraction soil group D= 1.000 RI indea for soi11AMC 3) = 88.00 Rainfall intensit~~ = 3,4951In/Hrl for a 100. Subarea runoff = 12.547(CFS) for 4.090(Ac. Total runoff = 32.040(CFS) Total area = Street flow at end of street = 32.040(CFSI Ha1f street flow at end of street = 16.0201CFS) Depth of flow = 0.526(Ft.) Average velocity = 3.1481Ft/sl Warnin¢: depth of flow exceeds top of curb Note: depth of flow exceeds top of street croc,-n. Distance that curb overflow reaches into propertv = Flow c.idth Ifrcm curb towards croc.n)= 22.OOOIFt.> End of computations, total study area = The folloc,~ing figures ma~- 26.662iCFS) 0 ~>ear storm ) 9.650iAc.) 1.05(Ft.) 9.65 (Ac.) be used for a unit h~~drograph studc~ of the same area. ~ , ' }+++++++++}+}+++++++++f}++t+}{++++}}}+++++++++++++i+++++++++++++++++++ Process from Point/Station 607.010 to Point/Station 60i.010 **** CO\FLtiENCE OF ?fIAOR STREAMS **** .~long *fain Stream number: 1 in normal stream number 1 Stream flow area = 1.8601Ac.) ' R.unoff from this stream = 6.i~81CFSl Time of concentration = 10.i0 min. Ra~infall intensitp = 4.124(In/Hrl ~ ~ ++++±.±++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ , Proces.s from Point/Station 610.000 to Point/Station 607.000 **** I?~ITIAL AREA EVALUATION **** ,` Initial area flow distance = 865.OOOIFt.) ~ Top (of ini'tial area) elevation = 1078.000(Ft.) Bottom lof in.itial area) elevation = 1047.8001Ft.) ' Difference in e.levation = 30.200(Ft.) Slope = 0 034•91 s(percent)= 3 49 . . TC = k(0.390)*[llength"31/(elevation change)]"0.2 Initial area time of concentration = 11.410 min. ' Rainfall intensitv =~ 3.981(In/Hrl for a 100.0 year storm SINGLE F~*fILY I1/4 Acre Lot) Runoff Coefficient = 0.8$0 ' ' ' , 1 Decimal fraction soil eroup A= 0.000 Decimal fraction soil group,B = 0.000 Decimal fraction soil group~C = 0.000 Decimal fraction soil group D\= 1.000 RI index for soi11AMC 3) = 88;00 Initial subarea runoff = 12.968(CFS) Total initial stream area = ~~13.i001Ac.) Pervious area fraction = 0.500 ~~ .~ .\ +++++++t++++++++++++++++++++++++++++++~;+++++++++++++++++++++++++++++++ Process from Point/Station 607.020°•.yo Point/Station 607.020 **** COAFLL'Eh'CE OF MINOR STREAMS **** ~~\ Along Main Stream numtier: 1 in normal stre Stream flow area = 3.7UOIAc.I Runoff from this stream = 12.968(CFSI Time of concentration = 11.41 min. Rainfall intensitc•-'= 3.981(In/Hr) Summar~- of stream;~ data: ~ Stream Flow ra~te TC No. ICFS1~ Imin) , ~ I 1 6.758 10.70 ' 2 Largest 12.968 stream flo 11.41 w has loneer I Qn = 12.968 + sum of 9b Ia/Ib , ~ 6.758 * 0.965 = QP = 19.992 , Total of 2 streams to confluence: Flow rates before confluence point: number 2 ~. Rainfall Int nsitp IIn/Hr)~~ .` 4.124 3.981 time of concentration 6.524 ...~ 6.758 12.968 Area of streams before confluence: 1.860 3.500 Results of confluence: ° Total fioH rate = 19.4921CFS) Time of concentration = 11.910 min. Effecti~~e stream area after confluence = 5.560(Ac.) ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Process from Point/Station 60i.000 to Point/Station 605.000 **** STREET FLOW TRAVEL TIME + SUB9REA FLOW ADDITION **** Top of street se2ment ele~ation = 1047.SOOIFt.) End of street seement elevation = 1043.900(Ft.) Length of street se2ment = 560.OOOIFt.1 Height of curb above ~utter flohline = 6.OIIn.) A'idth of half street Icurb to croxn) = 22,OOOIFt.) Distance from crohn to crossfall erade break = 12.000(Ft.l Slope from Eutter to grade break Iv/hz) = 0.015 Slope from grade break to crown (v/hzl = 0.015 Street flow is on (2] sidels) of the street Distance from curb to propertv line = 8.000(Ft.) Slope from curb to property line Iv/hz) = 0.025 Gutter hidth = 2.OOOfFt.) Gutter hike from flowline = 2.000(In.) Manning's N in gutter = O.Q150 Manning's N from gutter to grade break =-0.0150 Manning's N from grade break to croun =. 0.0150 Estimated mean flow rate at midpoint of s-treet = 26.6621CFS) Depth of flow = 0.494(Ft.) ,< ~~ Average ~-elocitc = 3.0561Ft/s) ` Note: depth of flow exceeds top of street cr~tin. Streetflow h~~draulics at midpoint of street tr~~~el: Halfstreet flow width = 22.000(Ft.) ~ Flow celocit~ = 3.0 61Ft/s) ~ Tra~~el time = 3.05 min. TC = 14.46 min.~\~ Adding area floN to street SINGLE FAMILY I1/4 Ac re Lot) Runoff Coefficient = 0.878 Decimal fraction soil group A= 0.000 ~ ~ Decimal fracticn soil group;•B = 0.000 ~ Decimal fraction soil 2roup C= 0.000 ~ ~ Decimal fraction soil group D= 1.000 ~ RI index for soillAMC 3) = 88.00 ~, Rainfall intensity = 3.495tIn/Hr) for a 100.0 pear storm Subarea runoff = 12.547(CFSI for 4 ~ .090(9c.) Total runoff = 32 .040(CFSI Total area \ = 9.6501Ac.) Street flow at end of street = 32.040(CFSI Half street flow at end of street = 16.0201CFS) Depth of flow = 0.526(Ft.) A~-erage velocitp = 3.1481Ft/s) Warning: depth of ~ow exceeds top of curb A'ote: depth of flow exceeds top of street croc:n. Distance that curb overfloM reaches into property = 1.05(Ft.1 Floc. r:idth 1 from curb to~ards cro~~n 1= 22.0001 Ft. ) End of computations, total study area = 9.65 (Ac.) The follocring fieures ma~- be used for a unit hvdrograph studp of the same area. , 9rea averaged per~~ious area fractionlApl = 0.500 Area averaged RI indes number = i5.0 ' , ' I ~ I ' I , I ' I , I ' I , ( ~ I ' I , I~ I ' I ' I 1 I , ~; , CJ100 STORM FRECJUENCY S T O R M D R A S N L S N E " F" ~ 24 i I ~~~ 7k&~#~~*~#~*7k#~~~~~*~~~**#*~t~~4~Y~t~~*~R~~~~#~~~*~~F#~Y~~*~~M~~~*~~i~~##~t#4~ ' RATIONAL METHOD HYDROLOGY COMPUTER PRO~RAM BASED ON RIVERSIDE COUNTY FLOOD CONTROL & WATER CONSERVATION DISTRICT (RCFC&WCD) 1978 HYDROLOGY MANUAL ' (c) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 4.OA Release Date: 7/20/88 Serial # 2619 ' Analysis prepared by: CROSBY MEAD BENTON & ASSOCIATES 5966 LA PLACE COURT, SUITE 170 , CARLSBAD, CALIFORNIA 92008 (619) 438 - 1210 , ~~~M#~#**~~*~~#*#~#*#~~*~* DESCRIPTION OF STUDY ~##~~~~~~~#~~~~#~#~~~~~#~~ # DLD VAIL ONSITE Q100 STORM FREQUENCY FOR UNIT 3 * # FILE: OVF100.DAT (O1dVai1F100.DAT) * ' # 8/01/89 @ 5:09 P.M. # #~~~R~*#~*#~~~**#~#~#*~#**~####4~~~*~~*~~*~~**###~~~~#*#~~#R*#~:k####~#*t*~k FILE NAME: OVF100.DAT , __TIME/DATE OF STUDY: 17: 9 8/ 1/1989 ~ USER SPECIFIED HYDROLOGY AND HYDRAULIC MODEL INFORMATION: USER SPECIFIED STORM EVENT(YEAR) = 100.00 SPECIFIED MINIMUM PIPE SIZE(INCH) = 1B.00 SPECIFIED PERCENT OF GRADIENTS(DECIMAL) TO USE FOR FRICTION SLOPE _.BS 10-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 2.900 10-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.080 100-YEAR STORM 10-MINUTE INTENSITY(INCH/HOUR) = 4.280 100-YEAR STORM 60-MINUTE INTENSITY(INCH/HOUR) = 1.b00 SLOPE OF 10-YEAR INTEN5ITY-DURATION CURVE _ .5512735 SLOPE OF 100-YEAR INTENSITY-DURATION CURVE _ .5491525 COMPUTED RAINFALL INTENSITY DATA: STORM EVENT = 100.00 1-HOUR INTENSITY(INCH/ HOUR) = 1.6000 SLOPE OF INTENSITY DURATION CURVE _.5492 RCFC&WCD HYDROLOGY MANUAL "C"-VALUES USED #~~~~~~~#~~~~~*~##*~~~#*~~~~~#~#~~~~#~~~#*#~~~**~~~~~x~*~#*~x~xt~t~~~ttx~x~# FLOW PROCESS FROM NODE 401.00 TO NODE 501.00 IS CODE = 2 » »>RATIONAL METHOD INITIAL SUHAREA ANALYSIS « « < ------------------------------------------------------------------ ------------------------------------------------------------------ ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K~[(LENGTH**3)/(ELEVATION CHAN6E)7~#.2 INITIAL SUBAREA FLOW-LENGTH = 690.00 UPSTREAM ELEVATIDN = 1176.50 DOWNSTREAM ELEVATION = 1158.50 ELEVATION DIFFERENCE = 18.00 TC = .393~[( 690.00#~3)/( 18.00)]*~.2 = 11.123 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.037 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8554 SUBAREA RUNOFF(CFS) = 5.39 TOTAL AREA(ACRES) = 1.56 TOTAL RUNOFF(CFS) = 5.39 , , *~~~**~~~r*x~~*~~*~~*r*~*~*~~~~~*~~~*~**«~**~*~*~~~*~~rr~~~*~~*~~~r~*~crr,»»*~ I , CDNFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY I' ~ _-NUMHER_ (CFS) (MIN.) (INCH/HOUR) ----------------------------------------- 1 5.39 11.12 4.037 2 7.32 10.66 4.132 , RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA{RCFC&WCD) USED FOR 2 STREAMS. ~ VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 12,54 12.49 COMPUTED CONFLUENCE ESTIMATES ARE AS FDLLOWS: RUNOFF(CFS) = 12.54 TIME(MINUTES) = 11.123 ' TOTAL AREA(ACRES) = 3.63 FLOW PROCESS FROM NODE 501.01 TO NODE 501.01 IS CODE = 1 ---------------------------------------------------------------------------- , - » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < - ----------- --------------- -------------------------- CONFLUENCE VALUES USED FDR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 11.12 , RAINFALL INTENSITY (INCH./HOUR) = 4.04 TOTAL STREAM AREA (ACRES) = 1.56 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 5.39 , #~~~M~*~*##~~~~~~*~~~~~~*~~~~~#~##~~~~~~~###~~~~~~~##~#~##~#8###~*##~*~#~C*~~ ' FLOW PROCESS FROM NODE 502.00 TO NODE 501.00 IS CODE = 2 » » >RATIONAL METHOD INITIAL SUHAREA ANALYSIS « « < ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ' ASSUMED INITIAL SUHAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K#[(~ENGTH~#3)/(ELEVATION CHAN6E)]*#.2 ' INITIAL SUBAREA FLOW-LENGTH = 425.00 UPSTREAM ELEVATION = 1163.70 DOWNSTREAM ELEVATION = 1158.50 ~ ELEVA7ION DIFFERENCE = 5.20 TC = .393~[( 425.00~*3)/( 5.20)]**.2 = 10.661 100.00 YEAR RAINFAL~ INTENSITY(INCH/HDUR) = 4.132 SOIL CLASSIFICATION SS "D" ' SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8563 SUBAREA RUNOFF(CFS) = 7.32 TOTAL AREA(ACRES) = 2.07 TOTAL RUNOFF(CFS) = 7.32 , M~tk*R~~~#~~###~~*#~#~~~~~~~~~~*~#~~###*~~~*~~~#****#*####~~#~######*#**~k##~~ 1 FLOW PROCESS FROM NODE 501.02 TO NODE 501.02 IS CODE = 1 » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < , __ » »>AND_COMPUTE_VARIOUS CONFLUENCED STREAM VALUES « «< -------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 10.66 , RAINFALL INTENSITY (INCH./HOUR) = 4.13 TOTAL STREAM AREA (ACRES) = 2.07 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 7.32 , ' ****~~~:~,~~*~~~~~x~~~~r*~*~~~~~~~:~x:~~~~~~***~*~*~~~»~»x~~~x~~~~~~~~~:~xr~ ' ~#TRAVELTIME COMPUTED USING MEAN FLOW(CFS) = 15.51 STREETFLOW MODEL RESULTS: ' STREET FLOWDEPTH(FEET) _ .45 HALFSTREET FLOODWIDTH(FEET) = 16.37 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.54 ' PRODUCT OF DEPTH&VELOGITY = 2.51 STREETFLOW TRAVELTIME(MIN) = 1.90 TC(MIN) = 13.02 ' 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.703 SOIL CLASSIFICATI~N IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8518 SUBAREA AREA(ACRES) = 1.89 SUBAREA RUNOFF(CFS) = 5.96 , SUMMED AREA(ACRES) = 5.52 TOTAL RUNOFF(CFS) = 18.50 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .48 HALFSTREET FLOODWIDTH(FEET) = 17.BB , FLOW VELOCITY(FEET/SEC.) = 5.58 DEPTH~VELOCITY = 2.70 FLOW PROCE5S FROM NODE 501.00 TO NODE 503.00 IS CODE = 6 ---------------------------------------------------------------------------- , -- » »>COMPUTE-STREETFLOW-TRAVELTIME_THRU-SUBAREA « « <---------------------- UPSTREAM ELEVATION = 1158.50 DOWNSTREAM ELEVATION = 1139.00 STREET LENGTH(FEET) = 630.00 CURH HEI6TH(INCHES) = 6. ' STREET HALFWIDTH(FEET) = 22.00 DISTANCE FRDM CROWN TO CROSSFALL GRADEBREAK = 12.00 , INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 1 ~***#~**~~~~~~~~~~****~*~~~~~*#~~*~t#~~#*#~~~*~*#*~**~~~~*~~#~#~~*~~~~~t~~#~ FLOW PROCESS FRDM NODE 503.00 TO NODE 205.00 IS CODE = 3 » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREA « « < » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« «< DEPTH OF FLOW IN 21.0 INCH PIPE IS 15.5 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 9.7 UPSTREAM NODE ELEVATION = 1139.00 DOWNSTREAM NODE'ELEVATION = 1137.00 FLOWLENGTH(FEET) = 100.00 MANNINGS N = .013 ESTIMATED PIPE DIAMETER(INCH) = 21.00 NUMBER OF PIPES = 1 PIPEFLDW THRU SUBAREA(CFS) = 18.50 TRAVEL TIME(MIN.) _ .17 TC(MIN.) = 13.19 t~**#~~~~#~~#~#~##~#7k######*~~~#R~*~lk~##~~#~*#7k#~~#*###*#~~~~##**~kt~7K~~~/t# FLOW PROCE55 FROM NODE 205.01 TO NDDE 205.01 IS CODE = 1 ---------------------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « C« -------------- ---------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 13.19 RAINFALL INTENSITY (INCH./HDUR) = 3.68 TOTAL STREAM AREA (ACRES) = 5.52 r, , ' ' TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 18.50 ~t#t~Yt##~~~~~###*Y~#~***~~*#Y~*Y#~~~*t~~*~*~~~t~~*R~#*##~k~~~~~##tktttYt#t# FLOW PROCESS FROM NDDE 502.00 TO NODE 205.00 IS CODE = 2 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « « < - ----- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K*[(LENGTH~~3)/(ELEVATION CHAN6E)]*~.2 INITIAL SUHAREA FLOW-LENGTH = 740.00 UPSTREAM ELEVATION = 1163.70 DOWNSTREAM ELEVATION = 1137.00 E~EVATION DIFFERENCE = 26.70 TC = .393~[( 740.00~#3)/( 26.70)]~~.2 = 10.720 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.120 SOI~ C~ASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8562 SUHAREA RUNOFF(CFS) = 16.19 TOTAL AREA(ACRES) = 4.59 TOTAL RUNDFF(CFS) = 16.19 #~#~*#*~~*~~~~~*~~#~~*~~~~~~~~~~#*#~~#~*~~~*~~~##~*~*~~~*#~##~~#~##~#~#~~#~# FLOW PROCESS FROM NODE 205.02 TO NODE 205.02 IS CODE = 1 ---------------------------------------------------------------------------- TIME OF CONCENTRATION(MINUTES) = 10.72 RAINFALL INTENSITY (INCH./HOUR) = 4.12 TOTAL STREAM AREA (ACRES) = 4.59 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 16.19 »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « C« CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: ~~#*~#t#~~~*~*#*~#t~~*######*~*~*~~~~~~##**####~~~#*~#k#*t#*##*#*t##~t#Y~*#M FLOW PROCESS FROM NODE 504.00 TO NODE 501.00 IS CODE = 2 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUBAREA ANALYSIS « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ASSUMED INITIAL SUBAREA UNIFORM DEVELOPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K~[(LEN67H~#3)/(ELEVATION CHAN6E)7~~.2 INITIAL SUBAREA FLOW-LENGTH = 540.00 UPSTREAM ELEVATION = 11~4.50 DOWNSTREAM ELEVATION = 1158.50 ELEVATION DIFFERENCE = 16.00 TC = .393~[( 540.00*~3)/( 16.00)~~*.2 = 9.830 100.00 YEAR RAINFALL INTENSITV(INCH/HOUR) = 4.320 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8580 SUHAREA RUNOFF(CFS) = 6.71 TOTAL AREA(ACRES) = 1.81 TOTAL RUNOFF(CFS) = 6.71 **~~~~~*~*~~~Wt~~~~~#**~~~~#~~~~#~~~#~~~Y~###t~*##*~*~~1~###~~#tYX#t#ktt~~t~ FLOW PROCESS FROM NODE 501.00 TO NODE 205.00 IS CODE = 6 ---------------------------------------------------------------------------- » »>CDMPUTE STREETFL~W TRAVELTIME THRU 5UHAREA « « < UPSTREAM ELEVATION = 1158.50 DOWNSTREAM ELEVATION = 1137.00 STREET LENGTH(FEET) = 720.00 CURB HEIGTH(INCHES) = b. STREET HALFWIDTH(FEET) = Zz,00 DISTANCE FROM CROWN TO CROSSFALL 6RADEBREAK = 12.00 INTERIOR STREET CROSSFALL(DECIMAL) _ .020 OUTSIDE STREET CROSSFALL(DECIMAL) _ .020 SPECIFIED NUMBER OF HALFSTREETS CARRYING RUNOFF = 1 ~*TRAVELTIME COMPUTED USING MEAN FLOW(CFS) _ STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .42 HALFSTREET FLOODWIDTH(FEET) = 14.88 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.10 PRODUCT OF DEPTH&VELOCITY = 2.16 STREETFLOW TRAVELTIME(MIN) = 2.35 TC(MIN) = 12.18 11.B8 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 3.B40 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8533 SUHAREA AREA(ACRES) = 3.17 SUBAREA RUNOFF(CFS) = 10.39 SUMMED AREA(ACRES) = 4.98 TOTAL RUNOFF(CFS) = 17.10 END OF SUBAREA STREETFLOW HYDRAULICS: DEPTH(FEET) _ .47 HALFSTREET FLOODWIDTH(FEET) = 17.12 FLOW VELOCITY(FEET/SEC.) = 5.60 DEPTH#VELOCITY = 2.63 ~*#**~*~~~~~~**~~**~~~~~*~~~#*##~~~*####*~~*~~~~~~~~~~M*#~~#~~##~*~~*t~R~~~* FLOW PROCESS FROM NODE 205.03 TO NODE 205.03 IS CODE = 1 » »>DESIGNATE INDEPENDENT STREAM FOR CDNFLUENCE « «< »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MINUTES) = 12.18 RAINFALL INTENSITY (INCH./HOUR) = 3.84 TOTAL STREAM AREA (ACRES) = 4.98 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 17.10 CONF~UENCE INFORMATION: ' , STREAM RUNOFF TIME INTEN5ITY NUMBER -------- (CFS) ---------- (MIN.) --------- (INCH/HOUR) ----------------------------------------------- 1 18.50 13.19 3.b76 2 16.19 10.72 4.120 3 17.10 12.18 3.840 RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNOFF VALUES ARE AS FOLLOWS: 49.32 46.27 49.28 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 49.32 TIME(MINUTES) = 13.190 TOTAL AREA(ACRES) = 15.09 #t*~#*####*#**~~~*~*t~~#*~*~~#tX#~~~*#~~*~~#~~*~~~~##~~~~#~*#~!#Yt~R#t~M#### FLOW PROCESS FROM NODE 205.00 TO NODE 505.00 IS CODE = 3 ---------------------------------------------------------------------------- » » >COMPUTE PIPEF~OW TRAVELTIME THRU SUBAREA «Z « » » >USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < --------- --------- ------- DEPTH OF FLDW IN 24.0 INCH PIPE IS 16.7 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = c^1.2 UPSTREAM NODE ELEVATION = 1137.00 D~WNSTREAM NODE ELEVATION = 1064.80 FLOWLENGTH(FEET) = 885.00 MANNIN65 N = .013 ESTIMATED PIPE DIAMETER(INCH) = 24.00 NUMHER OF PIPES = 1 PIPEFLOW THRU SUBAREA(CFS) = 49.32 TRAVEL TIME(MIN.) _ .70 TC(MIN.) = 13.89 *#*###*#~#*~#~~~~~~#~~~~#~*#~*~***#~~~#~~*~~*~~~~*******#*~#~###*~*#4~~~#~#~ FLOW PROCESS FROM NODE 505.01 TO NODE 505.01 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNA7E INDEPENDENT STREAM FOR CONFLUENCE « « < ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 1 ARE: TIME OF CONCENTRATION(MINUTES) = 13.89 RAINFALL INTENSITY (INCH./HOUR) = 3.57 TOTA~ STREAM AREA (ACRES) = 15.09 TOTAL STREAM RUNDFF(CFS) AT CONF~UENCE = 49.32 t*~#**~#~#####~#**4~~~~~#~##***~Y*#~####~#***~~~~#*~~**~~~~~~#~~#~~~~~~tt~~~ FLOW PROCESS FROM NODE 205.00 TO NODE 505.00 IS CODE = 2 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INITIAL SUHAREA ANALYSIS « «< ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ASSUMED INITIAL SUHAREA UNIFORM DEVE~OPMENT IS SINGLE FAMILY (1/4 ACRE) TC = K~[(LENGTH~~3)/(ELEVATION CHANGE)]t#.2 INITIAL SUBAREA FLOW-LENGTH = 885.00 UPSTREAM ELEVATION = 1137.00 D~WNSTREAM ELEVATION = 1064.80 E~EVATION DIFFERENCE = 72.20 TC = .393~[( 885.00#*3)/( 72.20)7*t.2 = 9.782 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR) = 4.332 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.8581 SUBAREA RUNOFF(CFS) = 11.78 TOTAL AREA(ACRES) = 3.17 TOTAL RUNOFF(CFS) = 11.78 ~~#~~~#~#~#*~~###~#**~~*~#~###~~~*~~#~~~~*~~*~~~#**#*~~~*~*~#####~*~R~RYXt~# FLOW PROCESS FROM NODE 505.02 TO NODE 505.02 IS CODE = 1 ---------------------------------------------------------------------------- » »>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « « < -------- ---------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 2 ARE: TIME OF CONCENTRATION(MINUTES) = 9.78 RAINFALL INTENSITY (INCH./HOUR) = 4.33 TOTAL STREAM AREA (ACRES) = 3.17 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 11.78 1**~~*~~#xY*~~X~~*~#*#*~*t~~#tt~~~*~#~~t#*~~~~~~~~*#*~~%*##~t~YYY**XYt##txf~ FLOW PROCESS FROM NODE 301.00 TO NODE 505.00 IS CODE = 2 ---------------------------------------------------------------------------- » »>RATIONAL METHOD INI?IAL SUBAREA ANALYSIS<C« < ------------ -------------- --------------- ASSUMED INITIAL SUHAREA UNIFORM DEVELOPMENT IS SIN~LE FAMILY (1/4 ACRE) TC = K~((LENGTH*~3)/(E~EVATION CHANGE)]~*.2 INITIAL SUBAREA FLOW-LENGTH = 795.00 UPSTREAM ELEVATION = 1134.00 DOWNSTREAM ELEVATION = 1064.80 ELEVATION DIFFERENCE = 69.20 TC = .393*[( 795.00~~3)/( 69.20)]*~.2 = 9,250 100.00 YEAR RAINFALL INTENSITY(INCH/HOUR1 = 4.467 SOIL CLASSIFICATION IS "D" SINGLE-FAMILY(1/4 ACRE LOT) RUNOFF COEFFICIENT =.B593 SUHAREA RUNOFF(CFS) = 8.41 TOTAL AREA(ACRES) = 2.19 TOTAL RUNOFF(CFS) = 8.41 #*~~#*##*#~###t*~*#~~~~~*~*~~*~#**~#*~##~~~~~##*#~~R~t~~##~#~*~#~~~~~t~~#*## FLOW PROCESS FROM NDDE 505.03 TO NODE 505.03 IS CODE = 1 ---------------------------------------------------------------- »»>DESIGNATE INDEPENDENT STREAM FOR CONFLUENCE « C« »»>AND COMPUTE VARIOUS CONFLUENCED STREAM VALUES ««< -------------------------------------------------- CONFLUENCE VALUES USED FOR INDEPENDENT STREAM 3 ARE: TIME OF CONCENTRATION(MINUTES) = 9.25 RAINFALL INTENSITY (INCH./HOUR) = 4.47 TOTAL STREAM AREA (ACRES) = 2.19 TOTAL STREAM RUNOFF(CFS) AT CONFLUENCE = 8.41 CONFLUENCE INFORMATION: STREAM RUNOFF TIME INTENSITY NUMBER -------- (CFS) ---------- (MIN.) --------- (INCH/HOUR) ------ 1 49.32 13.89 ------- 3.574 2 11.78 9.78 4.332 ' 3 8.41 9.25 4.467 . RAINFALL INTENSITY AND TIME OF CONCENTRATION RATIO FORMULA(RCFC&WCD) USED FOR 3 STREAMS. VARIOUS CONFLUENCED RUNOFF VA~UES ARE AS FOLLOWS: 65.77 54.68 52.41 COMPUTED CONFLUENCE ESTIMATES ARE AS FOLLOWS: RUNOFF(CFS) = 65.77 TIME(MINUTES) = 13.886 TOTAL AREA(ACRES) = 20.45 ~~**#~~#~~#~#~#*~~~~*~#Y~#~~~~~~~t~~#*~*~~#~~~~~~~#*~~~#*~~#~##~X#X##~####M~ FLOW PROCESS FROM NODE 505.00 TO NODE 506.00 IS CODE = 3 ---------------------------------------------------------------------------- » »>COMPUTE PIPEFLOW TRAVELTIME THRU SUBAREAC« « » »>USING COMPUTER-ESTIMATED PIPESIZE (NON-PRESSURE FLOW)« « < ------------------------------------------------------------ DEPTH OF FLOW IN 30.0 INCH PIPE IS 21.4 INCHES PIPEFLOW VELOCITY(FEET/SEC.) = 17.5 UPSTREAM NODE ELEVATION = 1064.80 DOWNSTREAM NODE ELEVATION = 1048.00 FLOWLENGTH(FEET) = 410.00 MANNIN~S N = .013 ESTIMATED PIPE DIAMETER(INCH) = 30.00 NUMBER OF PIPES = 1 PIPEFLOW THRU SUHAREA(CFS) = 65.77 TRAVEL TIME(MIN.) _ .39 TC(MIN.) = 14.28 ---------------------------------------------------------------------------- END OF RATIONAL METHDD ANALYSIS ' ' CATCH BAS S N AN,4L YS S S F O R C~110 RND C710C~ STORM FREC7UENCY 3.0 ~I ~_: ~ ~ N N F F W W ~ W N N N 000 MOO M av av nnr nern ~' : •° ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~- ~ CA?C/~ BAS//~ ~ IN= 7 ~'~ T'f~/S BAS/N /S L OCATED D/V THE H/GH S/DE OF Tf/E S/D~' STREETS lNH.EN,EI/~iP TiyE/Y,G9i STREET /S AT A STEEP G,RAOE, A/~D TNE' Sr~E STREET f~9s BE'EN {~Y•9RPE0 FOR A SMGU~ Tf~A/YS/T/ON TD A NORMAL SECT/GYY. THE L'ArC~! QAS'/N EL//YI/NRTES T~/ENEED FOR A CROSS -GUTTER ESPEC/.9L LY {?'HENA STORM DRA/II~ EX/sr.~ OR iS PROPOSEO AD- -JACEI~I T T D Tf~E //l/T,~RSEC7'/ON. .S//1(C'E T/-~E ONL~ FLD~Y Tf/L1 T" R~AC'f~Es Ti~/~ ,B~IS/N /S Gl~/TT.F.iQ ~lOY1 ~ 6t TD YHE Q9S/N /S LABL~D ~LDYV FLDYY ONLY~ ~L.FD.), 0/YTi NYDROLOGY MAP. L. F. D. BAS/il~S ARE DES/Cr~Y~4 TED i9 S F~LLOINS ~ 27~ ,36 ~ M/NIM[1M W/OTy <vY~ AL L DrYEO R~"R RC'FC ~' WCD. ~ C~A~c-~U9r~ GvrrEP CA,~9c~irY~l~r~~arv~ ~ ~~ ~~ ~~ ~ W ' iPOID~D lY/077/ 7t7 TN/S PO/NT W . Q Rodius ~6 %~• 2~ 0~~ ~ o , , ~-/~/7odius I u~ ' ~ •. • ~ I e e~ 6'CURBFAC£ ~S ~ ~u~c ' o . . 3/6 , • o , . G I r~'l~Odius • . • . . . • / • ' d ' /2~~ D . a • p ~° ° ~ . • . e . . . . . . , ' •~ .o • 6, ~~• ,• •,• ~•Q •Q ••9 ~~~,ac ~ o ~ , •v e• A ; ~ e --I 2 ~i • ~~~ ~ - ~ r~ ~~7~~.. ~ ' I , CLA55 YQ?MGIf7£. i.60/ d/. R. /L!. acm..iass tf rrrrusiarissaerwa aeo %. Canty of R'iveside J7'PE A-6 ClJRB STANOARD N0. 200 .u ~ ~'PE A-6 GuTrF~ cA~AC~rr~.~av~r~ ' :k~~:Jk7kWY~~:*)k7~%k*N'M(lkWX7kW.lk7Y7k7k7K~7~1~k.$7kA'~1~1k7~7C7k1~**7~7K~7K1~1~7~1~7~#7k~7k~1k7k~7k~~###**~1k1~*#Y1k7~ ~*W~~~ CHANNEL FLOW CALCULATIONS ~~~*** ~~~~###***#~~~~~#~~~**#~~k#*~**~#~#~~~~~##*~*#*~~*t*t***#~*~~iA#~~~###~t#rt~# ' CALCULATE CHANNEL CAPACITY GIVEN: ~~ M/N Channel Slooe = .005000 (Ft.1Ft.) _ .5000 % ' Depth of Flcw = .160 Feet ' *#* C°EN CHANNEL FLOW - IRRE6ULAR CHANNEL *~* f, NOTE: ~.evation values adjusted so minimim elevation I or inv=rt elev~tion is set to ZERO ieet I ' IRREGLILAR CHANNEL INFORMATION - Information Entered for Subchannel Number 1: Point number "X" Coordinate "Y" Coordinate .^ i .ao .so 2 .13 ,pp ' 3 2.13 .13 4 2.1~ .]b Mannin~s "n" Friction Factor = ,015 ' ++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++++ Subchanne, Flow, Caic. - .28 (CFS)~- S~ibch~r~nel Flaw Top Width(Ft.) = 2.04 ' Subchannel Flow Velocity(Ft./5ec.) = 1.408 Subchannel F7ow AreatSq. Ft.) _ .20 Siibc~~annel Froude Number = .796 ' ---------------------------------------------------------------------------- Coa~puted ;rregular Channel Flow = .28 (CFS) , irreoul~r Channel Normal Depth Above Invert Elev. (Ft.) _ .16 AverGge velccity ofi channe](s)(Ft./Sec.) = 1.41 ':wARNi"dG: WATER ?5 ABDVE LEFT OR RIGHT BANK ELEVATIONS. ~low cacacity is extrapolated by increasing bank heights ' ---------------------------------------------------------------------------- CR:T;CAL FLCW CALCULAT;DNS FOR CHANNEL N0. 1: ' SuGc`~~n-~=1 Critical Flcw Top Width(Ft.) = 2.04 Subc`:a-,-,e1 Cri'tical F;ow Ve;ocity(Ft./Sec.) = 1.640 Su.`~C:`.~-:-:E_ C!~tiCoi c=?Gw Area(Sq. Ft.) _ .17 ' ~rcude_^J_e~beV Calculated = I.GGO - ' 5u~~`:= ' _ticai DeF:h above invert elevation .146 +++++r+=r++-++++++++-++++++++++++++++++++++++++++++++++++++++++++++++++++++ --- - - - - --------------------------------------------------------------- 1 ' ' 114 ~:v'wkr.M9-WR~~B:~~x~x~y#t~~~ CHAPJPJEL CROSS-SECTION PLOT *~~**~*~~*****~#***~#~#~ ile~,th ur -;uw = .ib Feet ~_ 't'J' Cr_t__a_ dzpt` for Channe; "do.1= .15 Feet ,_°c" X (Feet) Y(r2eti ~~-Axis-: .Q .1 .3 .3 .5 - --------------------------------------------------------------- . ~t"% . 50 , , X .07 .22 , , X , , , .14 0.00 X ~cW ~ ~ ~ .~_ .OI X ;cW , , , .~2 .~1 X ;cW , ~ ~ .~° .~._ ;X ~cW ~ , , . -, .. . :. ~2 ~ X ~ cW , , .__ ...~ ,X ,cW , ~ , --' ..~~ , X ;cW . , .~~ .:J r X .cW , , , . , _ .:,4 , X ; cW , , , •?° .04 , X ;cW ~ ~ , .8° .:.5 X ~ cW , ~ ; . 92 .::-5 , X ; cW ~ , . S 9 . ': ~ X ; c l~~ ~ , 1. ~6 . C~ X ; clJ . , , _.,3 .:'b , X ,~1,~ , ~ ~ _.20 .::'? ; X ;cW , ~ ~ _ . ~' . :" X . c't-' ~ ~ ~ _.-_ .C~ , X ;c~! , , _ . !;~ . =~.c ; X , c6~i ~ , ~ _.=:9 ,;, , X ;c~ , , ~ _.5? .:^. X ;ci-J , _.~.~ .: , X ,c,a' ~ ~ ~ : . •'C! .. i~J : Y ; civ , . _., .1 ' ' 0 X ; c k~ , , -.c- .1_ X ~d,l . ~ ~ _. .. .__ : X ,~i:! , ~ _ . ^`~ _ ~' ' .~ ~ _~.~ ~ ~ ~ , ~ - i. nc "_ . .~ ~ - ~ ~ , C vJ ~._~ ._S ' ~ ~ ~ ~ . ++}-'{'_-_.. fT'~'~'~'t'~'~'T_L'~"f'lf~'+~'~'{{"~"fT'~'~"~"~"+"F'~'.~"t"{"~'L'E~"~'~"f~'~'r++'F+i'~'~'+'I"F~'++f'+f'+'~"Ft'F+'~'+'I' ~/S ~-r~~ A-6 ~urr~,~ eAP~c~rY~.,~~.~ ~YW~:r:A:y.N:**H.Y:B.~***~~*~~~*~***#~~~****#*~~*~**~~&#R#~##*****Mc***Mc*#7K~#*#t~~t~Mc ~#MM~~F CHANNEL FLOW CALCL'LATiONS ~**~*~ N~*8;k;%;M.k:**a.Y.k.*~FMR~*~M~;~~F**#7K#~~~#~***~**~*~~~*#*~~**~%k*~~*##*#7k~#7K**~**7K##** CALCULA~E CHANNEL CAPRCITY GIVEN: AA '/ Crdi~~~E; S:e~~e = .~45300 (Ft./Ft.) = 4.530G % ~ ~so///A~S. Depth cf ~lcw = .'_60 Feet *~# DPEN CHANNEL FLOW - IRREGULAR CHANNEL *~* (VOTE: Elevation values adjusted so minimim elevation or invert elevation is set to ZERO feet IRREC,ULAR CHANNEL INFORMATION - Infcrmation Entered fior Subchannel Number 1: Point number "X" Coordinate "Y" Coordinate ~ ~ 1 2 ~ J 4 Mannings "n" Friction .00 .50 .13 .00 Z.SJ .SJ 2.13 .16 Factor = .015 'F'I"'F ~' i"F+'i"{'+'F i' T+i' i' ~' i' i-i' i-'F f'+'F'I"t'F+T'{"F'F'F'I'++~' i' i' i"F'F+'F+'F Subchannel F'ow, Caic. _ .84 (CFS) Subcnannel F:ow Top Width(Ft.) = 2.04 Subchan~e: ~low Velocity(Ft./Sec.) = 4.238 Suocnanr~e; =~ow Area(Sq. Ft.) _ .20 Su~=`,an-:e1 =roud e hdumber = 2.396 -------------------------------------------------------- Cornpute~ :rrzgular Channel Flow = .84 (CFS)~~ :rr-eyular Cha-~ne1 Normal Depth Above Invert Elev. tFt.) _ Averoge velocity ot chnnnel(s}(Ft./Sec.) = 4.24 '.:WFRNI,"dG: wATER IS ABOVE LEFT OR RIGHT BAtvK ELEVATIONS. Fiow cap>city is e~:trapolated by increasing bank heights -------------------------------------------------------- CR:T:CAL ~LOW CALCULAT;ONS FDR CHANNEL N0. 1: Subch>n,-~e; Critica; Flow Top Width(Ft.) = 2.06 Su=~=hannel ~ritica: Fiow Ve]ocity(Ft./Sec.) = 2.358 Su~_~:Gn-:e: _riti:ai Flow Area(Sq. Ft.) _ .36 Frcude ."J.:r~ber Calculated = .999 Su:=har~ne' _.-_tical Depth above invert e;evation = .237 'F'I"I' i- T i' T T f T+= i' T T++T'{"~ -'F } T'F'F++ i- ~- i' ++ i' ~"F'1"F'f'f i' ~-++'F++'F'F'F'F i-t'I"F'F'F ~' 4+i' i'+ 16 ttii-i-+++ /Y07'E: 1'YSPC'r ~POG~+PAM ~P,~QC//R~S ~YI/N. Q~Q5 C. F_ S. .: QK. ~9S So ^-- D.0050 ~D. 3 L,'FS.~ t UsE L. .FONLYQ = D. Sc~3 ti~o ~A:fr:V~"r:Y:~'Q"~:~k~~~k*~~~::W~ ~HANfdEL CROSS-SECT.TON PLDT #~#*~~#*##~***~~*t*~***~ Dep:h of .:ow = .16 Fae~ ,_ ~~W~~ Cr-`_.ica': depth `or Charnel Nc.i= .24 Feet _°C' , X (Feeti -------- Y(Fzet) Y-Axis-: --------------- ----- .0 ----- --- .1 ----- .3 .3 -------- --------- .5 ------- .p0 .50 ~ ~ -- --- X .0? _ .22 , Xc , , , .i'i ~.~~ n ~ W C ~ ~ .i_ .~i y. ~ ~ C ~ ~ .~a .o~ ~~ ~ , w ~ , . , •J~ .V~ ^' ; x , w ~ i c , /~ .'lJ y .li ~ A ~ I~1 W ~ ~ ~ . . SC .: Z ~ ~ W .. , ~ .~, .03 X W c , ~ .bS .':3 X ~ W ~ , , .,_ .4G X , W _ , , , .'3 .^4 : X , '~1 _ , .3~ .~5 , X , W ~ , .9~ .OS ; X W c , . ~ .S9 .~5 ' X ~ W c , ~ , 1.GS .O6 ; X W ~ , , ,~ _.1 .Jb X , W ~ ~ ~ . _. ili ., ~ . ~~7 ~ - ~ n r i~ ~ i ~ . ~.i _.~~ .t 'r , .,;3 n X , , li W ~ ~ ~ c , ~ ~ _.^.~ .:3 X , ~v ~ , : _.;9 ,:-:9 ' X , I~ ~ . ~ ' _.`,~ .^9 X ~ l; ~ , , . _ . b ~ . : 4 X ~ l;~ ~ , , _ ": .~O X . ~-, ' ~ , . '~.-7 .;~ X . W ~ : , _ . 4 i . .. ~ . X ~ 1;: ~ , ~ ' _.9: .__ X ~ !~ ~ , - - 9c^ . _.~ X ~ .ti _ , , . ~_0° ._~ X~ ~. _ , : ~. __. . _b ' ~ `: _ . , ' +++=-++++ ++++++++-~-+++++++++++r+ +++++ ++++ +=++++++++++++++++++++++++++++~+++++ f~ / ***~**~~*****~~***~**~*~~*~~~*~*~***~***~~*~~»***~****~~~*r*~***~*~**~~~~~~* HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: b/25/BB Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 10:11 8/ 9/1989 ---------------------------------------------------------------------------- -------------------------------------------------------------------------- ~~#~*~~~#~~*~~*~~~#~~~*~~~ DESCRIPTION OF STUDY ~~##*~#~##~~~~*~~~~##~~~~~ ~ C.B. 26 (Q10 = 12.4 C.F.S.) ~ ~ 23267-3: 8 OF , N'LY LOT 132 # * 8-09-89 ~ ~#~**~*~~***~**#**~~**##~#~#~*#~#~~**#~~~***~~*~**~~~~~*#*~~##~##~###~#~## ###~~~~~#~##~**###*~*~~~~*~~~k~~#~~*#~~#~~~#*~~~~#~~~~**~~~~~~~#~#~#~~~##~~# » » STREETFLOW MODEL INPUT INFORMATION « « CONSTANT STREET GRADE(FEET/FEET) _ .031000 CONSTANT STREET FLOW(CFS) = 12.40 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: ------------------------- STREET FLOWDEPTH(FEET) _ .42 HALFSTREET FLOODWIDTH(FEET) = 15.44 AVERAGE FLOW VELDCITY(FEET/SEC.) = 4.90 PRODUCT OF DEPTH&VELOCITY = 2.08 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ~ ~ ' ~ N 3 ti ~ Ci ~ o n d o n n o ~n 1/f !n N N _ _ N r 0 ~_ ~ P~e G-yy m ~ ,~ ~ ~ V ~ m ~ Q ~ ~ d v I o` o ~ ~ N~ ~V~ 07~ ~ ~~ ~~ ~ ~ N~ ~v~ ~W 3 o~ a n ~ ~ r- m c ~ •- , O v ~ m y ~ N ~ O N m ~ c 3 0 O IO " ^• n 0 ~0 h M O Z Z ~ Q ~ _ v ~- a U D-12 P Los Angeles County Flood Control Distric CATCH BASIN CAP~CITIES Tn Gn I I~eA W H6 1 I"1 •1.. O **~~~*~~~~~*~~~~~~~~~~~~*~~*~~~~~~~~~»~~~~~~~~~~~~~~*~~~~~~~***~~~~~*~~~~*~~ HYDRAULIC ELEMENTS - I PR06RAM PACKAGE (C) Copyright 1982-B8 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 8:40 8/ 9/1989 ---------------------------------------------------- ---------------------------------------------------- *###***&#*******#***~***** DESCRIPTIDN OF STUDY ******&**~~~~~##*##*~~***~ ~ C.B. 26 (~100 = 18.5 C.F.S.) ~ * 23267-3: 8 OF , N"LY LOT 132 ~ ~ 8-09-89 # ~~#~~*~~#~*~*~~~~~~##~#*~**~~*###~*~~~~~~~*~~~*~~~#~~~~#*#~*#~~**###~~###~ ~~###*~*~~~~#~~#~~~~##*~~~#~~*~#~#~#~#~**~~~~#~~~#*#~~~#~#~~~####~~~~~~~#~** » » STREETFLOW MODEL INPUT INFORMATION<C« ------------------------------------------------------------- CONSTANT STREET ~RADE(FEET/FEET) _ .031000 CONSTANT STREET FLOW(CFS) = 18.50 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 CONSTANT SVMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEI6TH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 F~OW ASSUMED TO FILL STREET ~N ONE SIDE~ AND THEN SPLITS STREETFLOW MODEL RESULTS: ---------------------------------------------------------- STREET FLOWDEPTH(FEET) _ .47 HALFSTREET FLDODWIDTH(FEET) = 17.94 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.50 PRODUCT OF DEPTH&VELOCITY = 2.61 ~ 1 ~ ^ ~ Page G-2h ~6'0 , ~ N 3 ~ ~Vl V ~ o ~n O o h n o ~ NI fn N N - N - ~: ~ o m Oiv ~ NQ • ~~ ~~ ` ~ V ~ ~Q y I I ~ t A N'J ~~ ~ 11 •. ~ O 3 ~ V ~ m c n 1 O '- Q ~ ~ d y ~ ~ ~ 0 N m ~ c 3 0 ~ O I O ,`, O ~o n M 0 Z Z N Q m _ U H a U D-12 i ~ v Y Y 1 1 1 Q Los Anaeles County Flood Control Distric CATCH BASlN CAP,~CITIES T~ O~ II~..J \II:~L 1 f1 \I~ 7 ~~**~~~~**~****~***************~~******~*~~~***~***~~****~~~~~~~~*****~~~~~~ HYDRAULIC ELEMENTS - I PROGRAM PACK.AGE (C) Copyright 1982-8B Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/8B Serial # 2319 Analysis prepared by: TIME/DATE ~F STUDY: 10:35 8/ 9/1989 ------------------------------------------------------------ ------------------------------------------------------------ ###~~#~#~*~~***~****~~***~ DESCRIPTION OF STUDY ~********~###~*##~*~*~~*** * C.B. 28 {p10 = 10.9 C.F.S.) ~ # 23267-3: 8 OF ~ N'LY LOT 152 ~ ~ 8-09-89 ~ ~*##*~*~~**~~~~#~#~#~#~~#~~~#~~~***~~~~*~~~#~#*#~~~~##~*~~~~~~*##~~~~~~#~~ ~~~~#~~~~#~#~#~~~#~###*~#~~#~*#**~~##*~~#~~~~***###**~*~~#***~#~~*#~#~#~~~~~ » » STREETFLOW MODEL INPUT INFORMATION « « ---------------------------------------------------------------------------- C~NSTANT STREET GRADE(FEET/FEET) _ .031000 CONSTANT STREET F~OW{CFS) = 10.90 AVERAGE STREETFLOW FRICTION FACTOR(MANNIN6) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL 6UTTER-WIDTH(FEET) = 2,00 CONSTANT SYMMETRICAL ~UTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL 6UTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .40 HALFSTREET FLOODWIDTH(FEET) = 14.19 AVERAGE FLOW VELOCITY(FEET/SEC.) = 5.05 PRODUCT OF DEPTH&VELOCITY = 2.02 ' ' 1) ~ m N ~ N ~ G N O ~ O O N h O v~ 17 1~1 N N - ry - r > 'o ~age G-2k m ` _ ~ ~ ~ ~ v m ~ ~ ~~ Q ~a d o O r m y~ ~ O V ~ h NO ~~ n ~L' cnG~ ~a~ O .. u ~!i a I n ~ ~ .~ "- h O ~ _ m ~ n 0 m m d ~ N M. O N m ~ C 3 O ~ ~Q ~ ~ n ~ 0 ~D ~ M 0 z z N Q ~ _ U H Q U D-12 P Los Anqeles County Flood Lontrol Distrir. CATCH BASIN CAPs~CITIES To Be Used W ith L.D. No. 2 i~ *~**~~~~*****~*******~~***~*~**~~~***~~~~*******~~~~*~*~~~~*~~~~~~~*~~~*~~*~ HYDRAULIC E~EMENTS - I PROGRAM PACK.AGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: b/25/88 Serial fi 2319 Analysis prepared by: TIME/DATE OF STUDY: 10:23 B/ 9/1989 -------------------------------------------------- -------------------------------------------------- M*~~*~~#~~~####4##~#####~~ DESCRIPTION OF STUDY **####**~##*#~*##~###*#*~# # C.B. 28 (Q100 = 16.2 C.F.S.) ~ # 213267-3: 8 OF , N'LY LOT 152 * ~ 5-09-89 ~ ~~##~###~~~#~#~##:k#*##~#~~#Mc#~~**#**~~~~~*~~~~~~~~~~~~*~~#~#~~#*###~~~~#** ****~~*~~~k###~~~~*~~~#~~~~~~~~#~~~~~~~~~~~~~~**#~K~~~~~~~~###~##~##*~#~~~##*# » » STREETFLOW MODEL INPUT INFORMATION « « ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .031000 CONSTANT STREET FLOW(CFS) = 16.20 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURH HEI~TH(FEET) _ .50 CONSTANT SYMMETRICAL 6UTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL ~UTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL ~UTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SP~ITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREETFLOW MODEL RESULTS: --------------------------------------------------------------------------- STREET FLOWDEPTH(FEET) _ .45 HALFSTREET FLOODWIDTH(FEET) = 16.69 AVERAGE F~OW VELOCITY(FEET/SEC.) = 5.52 PRODUCT OF DEPTH&VELOCITY = 2.49 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ' 1 tQ ~ Page G-yy ~60 ~ N 3 ~I QO V ~ o ~n O o ~n a o ~n In M N N - N _ ^ , n O ~ _ , OI~f7 ~ 0 a ~ . ~ ~ ~O ~ ~0 G~ °y ~ ~ M~ ~~ ~ a m 2 u ~ oi m . ~ ~ N W O N m ~ c 3 0 O ~ a ~` r ~~ O ~o n M 0 z z fi7 Q m _ U H Q U D-t2 _ . . . ~ ~ ~ a Los Angeles County Flood Control Distric CATCH BASIN CAP,~CITIES T~ aa ii~o~ w~fr, i n n~., ~ i~ **~****~************~**********~****~~~*~~~~*~**~~*~**~*****~~~*~*~**~~~*~~~ HYDRAULIC ELEMENTS - I PROGRAM PACK,AGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: b/25/88 Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 10:52 8/ 9/1989 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- *****~****~***#*##*~~Mc#~#Mc DESCRIPTION ~F STUDY ~####**#***:K#**#*~****###* ~ C.B. 29 (Q10 = 11.4 C.F.S) ~ * 23267-3: 8 OF , S'LY LOT 89 * ~ 8-09-89 # #~#~~~~#*~~~~~~~~~~*~~~**~**~*~**~****~#~~#*#*###*~~~~*~~*****~*W*~~*#~#~t *#~*~*#~tk~#*~***~~~~*~~~*~~~#~~##~**##*#~**#*~~~~*~*~~#####~#*##~##*~*##*##~ » » STREETFL~W MODEL INPUT INFORMATION « « ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .031000 CONSTANT STREET FLOW(CFS) = 11.40 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOWDEPTH(FEET) _ .41 HALFSTREET FLOODWIDTH(FEET) = 14.81 AVERAGE FLOW VELOCITY(FEET/SEC.) = 4.87 PRODUCT OF DEPTH&VEIOCITY = 2.01 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- . ~I_ m N 3 ~ ~ ~ > ' o ~ ~age G-2y \ ~~ ~ ^ ~ ~ ~ ~ ~ ` $ ~ m~a ~~ v~o o~ r m v ~~ ~ {0 V ~ ~a J ~• o ~' "¢`S ~~ N M` r •~ ~ d O u L~ _ N u (i ~ ~ 3 O ~ m ~ ~ o ~ t3 o v~ n o u~ n Kf Nf N N - N - f~ ~ Q 1 M 0 z z ~ Q m U H Q U Q m m y ~ ~ N ~ O N m ~ C ; O f~ 0 I Q ~ ~ ~D n D-i2 - ~ . . . . ~ Q Los Angeles County Flood Cantrol Distric CATCH 8ASlN CAPs~CITIES To Be Used W ith L.D. No. 2 ~' I' I ' I ' I 1 ~1 ' ~ I ' ~ 1 I ' ~J ~ ' ' ' ' ~ ' I ' *******~**~~****~~*****~*~~~x~~*~~*~~~~~~*~~*~*~*~**~***~*~~~x***~*~~~~~~~~~ HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1482-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 10:53 8/ 9/1989 **##~*~#~~**#~~***~**#~*** DESCRIPTION OF STUDY *******#***~*~~~*~*~~~*~~* # C.H. 29 (~100 = 17.1 C.F.S.) ~ ~ 23267-3: 8 OF , S"LY LOT 89 * # 8-09-89 ~ *~#~#~#~###~~~*~####~~***###~##~~ffi#####~##~~~~~~~*##~~~~##**~~~~#~~####~~~ ##~~~~~*ffi**#ffiffi~*#~##~#**~*****#~###~~*#*~*#k###~~#*#~~#~~~~#**~*#####~##~##~ » » STREETFLOW MODEL INPUT INFORMATION « « ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .031000 CONSTANT STREET FLOW(CFS) = 17.10 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 22.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .020000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOWDEPTH(FEET) _ .4b HALFSTREET FLOODWIDTH(FEET) = 17.31 AVERA6E FLOW VELOCITY(FEET/SEC.) = 5.44 ----PRODUCT_OF_DEPTH&VELOCITY-=----2.51------------------------------------- I ' Page G-Zy /p~0 ~ N 3 N ~ ~ n o ~n O o ~ r~ o ~ In rtI N N - - N r h ~ 1 - k d~ ~ vlv a0 N \ ' ~ ~ c.j ~ ~ - N • u 11 ~~ c~ ~ Ny ~~ ~ u 8 '• a ~ ~~I ~ ~ Z 0 c Z n ~ Q T m m y ~ N ~ O N m ~ C 3 O r ~ Id ~ i a` ~ ~ _ U F- Q U D-12 v r ~ ~ i ~ P Los Anaeles County Flood Control Distric: CATCH BASIN CAP~ICITIES To Be Used W ith L.D. No. 2 ' *~~~*~~~~~~**~~**~~*~~~~~**~~~**~~~***~~*~**~***~***~~***~~~~~**~*~********~ ' HYDRALJLIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-BB Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 8:35 8/10/1989 ~~##~~*##~~~*~~~~~*#~***#* DESCRIPTION OF STUDY ~#*Mc##*~~~##**#~~*~~~*~~~~ # C.B. 30 (Q10 = 5.7 C.F.S.) ~ # 232b7-3: 5 OF , E'LY ~OT 165 ~ # 8-10-89 * #~~~#*~~#~#~#*******t#~~#~**~#**~*##**#~~~~#*##*#*#~~**##~*##**~~~##****~* , ~~###~~~~~~~~~~~#**~~~**~#**#~~*~~~#%~*#~~~~**##t##~~#~~~~#*~*~~~~~~~~#~~~~* »;>STREETFLOW MODEL INPUT INFORMATION « « ---------------------------------------------------------------------------- , CONSTANT STREET GRADE(FEET/FEET) _ .099900 CONSTANT STREET FLOW(CFS) = 5.70 AVERAGE STREETFLOW FRICTIDN FACTOR(MANNING) _ .015000 ' CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURH HEIGTH(FEET) _ .50 ' CONSTANT SYMMETRSCAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL ~UTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL 6UTTER-HIKE(FEET) _ .12500 , FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- ' STREET FLOWDEPTH(FEET) _ .28 HALFSTREET FLOODWIDTH(FEET) = 9.31 AVERAGE FLOW VELOCITY(FEET/SEC.) = 6.40 , ----PRODUCT_OF_DEPTH&VELOCITY-=----1.80------------------------------------- ~ o ~ O o 1n 17 N N m N n 3 ~ ~i n 1~l 0 n in A o ~ N o ~ a M N o ~n h o ~ N ry 1~ ~age G-yl~ ` .-~ m~~~ `~ ~ k . ~ m ~; 8 a ~"' a Q ~O -voi0~ ~ ~ ~ ~/ ~ V , L O ~ „ ~N r^ Cj ~ ~ -J ~~~ h n L, Q ~ o M n~ ~ .~ Z m ~ Z ~ ~~~ ~ O Q Q m _ U F ~ Q a+ d U y ~ N w O N m ~ C ; O d I~ ~ ~ n Q ~D h ~ D-12 V Los Angeles County Flood Control Distric~. CAi CH BASIN CAPaCITIES Tn Gn I lenil W ith I fl IJn 9 ' ~~**~~~*~~~***~~~*~~*~~***~~~~~~~~~~*~~~~~~~~~~~*~~~~*~~~~~**~~*~~~~~~~~r~~~ HYDRAULIC ELEMENTS - I PROGRAM PACK.AGE (C) Copyright 1982-88 Advanced Engineering Sofitware (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 11:24 B/ 9/1989 ~~~~~~#~#~~#~~&~~~~~#*##~* DESCRIPTION OF STUDY ~~~**#***~**~*~*~*~~~**~** # C.B. 30 (Q100 = 8.4 C.F.S.) ~ ~ 232b7-3: 5 OF , E'LY LOT 165 ~ # 8-09-89 ~ ~~~#~##~~~~*#*~#~*~***~~#~~~######~#~~~#~~~~###*~~~~~~~~~~~~~#~t#~~~####~* #*#~*##~#~~~~*~~*~~*~#~##*#~*#*~**###*#*#*#####~#~~#*~~##ffi~#*~###~#~~###~~#* » » STREETFLOW MODEL INPUT INFORMATIDN « « CDNSTANT STREET GRADE(FEET/FEET) _ .099900 CONSTANT STREET FLOW(CFS) = 8.40 AVERAGE STREETFLOW FRICTION FACTOR(MANNIN6) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESU~TS: STREET FLOWDEPTH(FEET) _ .32 HALFSTREET FLOODWIDTH(FEET) = 11.56 AVERAGE FLOW VELOCITY(FEET/SEC.) = 6.51 PRODUCT OF DEPTH&VELOCITY = 2.08 h o h o o n ~ o M qI N N nj 1° ~ ~ c~ c0 N n 3 , ~n o ~ o 0 M M N N ~age G-2y ~ I ~, ~ ~ °0 7 ~ ` m Q `. ~ ~ 0 a I`v N p, b~ \ ~V m ~ ~ ~ M u N ~ ~ 11 ~ Qo ~ N ~ ~~ ~ ~ I ° ~ ~ ~- Z m ~ Z v~ n o ~n n N a n o - Q I I I oa I ~ O ~ I i I ~I ~ '~a \ O \\ ~ ~ I I ~ p~~ I ~ I ~ ~` ~~ . i i I ~ ~ ~~ ~ I ~ ~ ~~ 2 / `' 0 /' I ~ p o ~ ~ ' t ~o ~ ~ ; ~ ~e o~ ~ i ~ ~ m _ U F-- rn m U . y N .r O N m ~ c 3 ~ OIO ` . n ~ 10 n D-12 q Los .Angeles County Flood Control District CATCH BASIN CAP~ICITIES To 8e LJsed W ith L_D_ No. 2 L~ ~***~**~~~~***~***~~*~~~~**~~~~*~~~~~*~~~*~~**~~~~~~*~*~~*~~*~~~~~~~~~~****~ ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-B8 Advanced Engineering Software {aes) Ver. 2.7A Release Date: 6/25/BB Serial #i 2319 1 Analysis prepared by: , TIME/DATE OF STUDY: 11:19 B/ 9/1989 , ------------- ~~C#~*~~~**~#~#~##*~##~~*~~ DESCRIPTION OF STUDY *#***~~~~#~~#~~~~~~*~~~~** ' ~ C.B. 35 (Q10 = 7,9 C.F.S.) * ~ 23267-3: 5 OF , W,LY LOT 78 ~ # 8-09-89 * ~*~~~~##~*~#####~~~~#~~*#*ffi$######~~~~~~#~~##*~~~#*~~~~#~~#~~*~###~~###~~* ' #*#~~~***#***##~~~**~*~~*~*~*####~~*W~#####*##~~~#*~#~**#~*#***~#~~~#~*##~## » » STREETFLOW MODEL INPUT INFORMATION « <C ' ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) 099900 CONSTANT STREET FLOW(CFS) = 7.90 ' AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 , CONSTANT SYMMETRICAL 6UTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 ' FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ------------------- STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- ' STREET FLOWDEPTH(FEET) _ .30 HALFSTREET FLOODWIDTH(FEET) = 10.44 AVERA6E FLOW VELOCITY(FEET/SEC.) = 7.32 , ____PRODUCT_OF-DEPTH&VELOCITY_=__-_2_19_____________________________________ ~ O'~ N O ~rf O p ~n N O~ In In N N N m N 3 ~ ~ ~ rtf ,, o ~ O o ~ n o n tn N N - N - f~ 9~9~ ~-24 ~ ^ ~ ~ ~~ ~ ~ aC ma~ ~ a ~ Q iQ a ° ~ y A r- ~ ~ ~ ~ u u h~i y~ „y ~~ ~ ~ ~ n W Q ~~ 3 M n~ ~ ~ Z m C Z n n N O - Q - Q m _ U H- Q m m y ~ U N ~ O N m ~ C 3 O ~ ~d ~ ~ n Q t0 h -\J\\\Y~3~L~1~1~J P D'~2 Los Anaeles County Flood Control Distric CATCH BASIN CAPs~CITiES T.. O.. II....I W:~1. 1 I'1 AI.. 9 L! ~~~~~*~~~~~~~~~~~~~~~~~~~**~~~~~~~**~~**~~~~~~~~~~~~~*~~~~~*~~~~*~~~~~~~r~~~ ' HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: b/25/88 Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 11:14 B/ 9/1989 ~~~##~#~#*~##~Mc~#~~~##~##~k DESCRIPTION OF STUDY ~~~~~~~*#~*~~~~~~~~~~~~~~~ ~ C.H. 35 (~100 = 11.8 C.F.S.) ~ ~ 23267-3: 5 OF , W'LY LOT 78 * * 8-09-89 * #~*~#**#*#*###~~~~*~#~~##~#*#***~~~~~#~~#~~~*~~~~~~*~*~~###~*~~~####~#~*#~ #*~~~#:k~***~~#***~~#~*~~##*~#~**~*Mc****##~*#*##~##***~#~#~~~**~#*#:k~~#~~**#~ » » STREETFLOW MODEL INPUT INFORMATION « « ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .099900 CONSTAIVT STREET FLOW(CFS) = 11.80 AVERAGE STREETFLOW FRICTION FACTOR(MANNIN6) _ .015000 CONSTAIVT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURH HEI6TH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTAIVT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL 6UTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .34 HALFSTREET FLOODWIDTH(FEET) = 12.69 AVERAGE FLOW VELOCITY(FEET/SEC.) = 7.75 PRODUCT OF DEPTH&VELOCITY = 2.62 ~n o n o 0 K/ 1n N N m N n 3 ~ ~ cs u~ 1n a0 ~N n ~n ~.o N ~ O o y ~ Od O ~ . ~ O .~ O\ 'C6 ~ ~~ . a r . • ~ ~ ~~ rr 2~ 'i I ~S iy ~ I o ~ 0 fn ~ o N Page G-T4 ~'~ ~ ^ m ~ ~ N a ~~ y N- ~ Q ~Q ~ ~ ~Q ;,' i I ` y~ ~~ ~ ~. 8 ~ 3a M ~ Z ~- ° ~ Z m ~ z o ~ ~n g ~n n •„- in N N ^ ~ Q O m _ U F- I ~ m V i ~ ~ N ~ I ~ I N ~ m ~ I ~ I ~ o i I r C~r ~O •~' i ~ a ~o n D-12 P Los Angeles County Flood Control District CATCH BASIN CAPa~CITIES r,, c~ ii..ea w;•ti i n u,. ~ Ciii1CADD/Ci~i1DESIGN Eneineerin4 Software. (cl 1990 Version 2.2 TRACT 2326i-3 tOLD \%AIL RANCH) STREET FLOH' AIALYSIS AT C~B 3i & C.B. 38 Q10 STROM FREQL'ENCI' ----- ------------------------------------------------------------- *** Street Flow 9na1}~sis *** Upstream (headworks) Elevation = 45.420(Ft.) Doc.nstream loutlet) Elevation = 42.8101Ft.) Runoff/Flow Distance = 434.880(Ft.l Maximum flow rate in channellsf = 21.900lCFS) -------------------------------------------------------------------- Top of street segment elevation = 45.4201Ft.) End of street segment elevation = 42.810(Ft.) Length of street segment = 434.8801Ft.f Height of curb above gutter flowline = 6.0(In.) Width of half street Icurb to crown) = 22.OOOIFt.) Distance from crown to crossfall grade break = 12.000(Ft.) Slope from gutter to grade break Iv/hz) = 0.015 Slope from grade break to crown (v/hzl = 0.015 Street flow is on [2] sidels) of the street Distance from curb to property line = 8.000(Ft.) Slope from curb to propertp line Iv/hzl = 0.020 Gutter caidth = 2.000(Ft.) Gutter hike from flowline = 2.OOOIIn.) Manning's N in gutter = 0.0150 Manning's N from gutter to grade break = 0.0150 ?~fanning's N from grade break to crown = 0.0150 ' Half street cross section data points: ?~-coordinate (Ft.l Y-coordinate 0.0000 ' 8.0000 8.0000 10.0000 , 18.0000 30.0000 Depth of flow = 0.4751Ft.1 Average velocity = 2.716(Ft/s) (Ft.) 0.6600 right of way 0.5000 top of curb 0.0000 flow line 0.1667 gutter end 0.2867 grade break 0.4667 crown Note: depth of £low exceeds top of street crown. Streetflow hydraulics: Halfstreet flow Nidth (curb to crown) = 22.000(Ft.) Averaee flow velocity = 2.721Ft/s) Channel including Gutter and area towards property Floc: Width = 2.000(Ft.) Flow Area = ~'elocitp = 3.555(Ft/s) Flow Rate = Froude No. = 1.0018 Channel from outside ed2e of gutter toc:ards grade Flow k'idth = S.OOOIFt.) Flow Area = Velocity = 3.028(Ft/sl Flow Rate = Froude No. = 1.0719 Channel from grade break to croc,~n: Flow Width = 12.000(Ft.) Flow Area = ~'elocit~~ = 1.6301 Ft/s ) Floc.- Rate = line: U.7821Sq.Ft) 2.782(CFS) break: 1.9831Sq.Ft1 6.0041CFS) 1.17915q.Ft) 1.9141CF5) 1 ?g , Froude No. = 0.9181 I, Total flow rate in street = 21.4001CFS) I ' I ' I ' I ' I ' I ' I ' I , I , I ' I , I ' I ' I ' I ' I ' ~~y ~ , ~ Page G-yl~ m m N 3 ic, o N Q N M M m ~ °1a V~ v Iv` ° O ^ u ~ H 11 ~ ~ ~ ~ ~ ~ ~ n ~ "' Z ~ m ~ Z ~n n ~' o ~n ~ n ~ V ~ n a tn < ~ ~ ~ ~ T I v U h~- < a 'N m ~ U `~ U ~ '" ~ o o ~/ N ~ N c 3 O r- Q I O n ~ ~j M v a ~` `c l/'~ ~ (~ M ~ ~ o ``'~ ~ ~ ~ V . \ ~~ ~ h a = _ D-i2 ~ Los Anae]es Gounty Flood Lontrol Distric CATCH BASIN CAPACITIE~ To Be Used W ith LD. Na. 2 ' ' Ci~-i1C9DD/Ci~~i1DESIGN Engineering SoftFare, lc) 1990 L'ersion 2.2 TRACT 2326i-3 IOLD VAIL RANCHI STREET FLON ANALY'SIS AT C.B 37 & C.B~ 38 ' Q100 STORM FREQ~tENCY -------------------------------------------------------------------- *** Street Flow Anal~~sis *** ' Upstream fheadworksl Elevation = =15.420(Ft.l Downstream ioutlet) Elevation = 42.8101Ft.) Runoff/Flow Distance = 434.880(Ft.l ' Maximum flow rate in channel(s) = 32.040fCFS) ---- ---------------------------------------------------------------- Top of street segment elevation = 45.4201Ft.) , End of street segment elevation = 92.810(Ft.l Length of street segment 434.8801Ft.) Height of curb above gutter flowline = 6.0(In.) Width of half street Icurb to crownl = 22.OOOIFt.) ' Distance from croHn to crossfall erade break 12.000(Ft.l Slope from gutter to grade break Iv/hz) = 0.015 ~ Slope from grade break to crown (v/hz) = 0.015 Street flow is on [2) sidels) of the street Distance from curb to property line = 8.000(Ft Slope from curb to property line Iv/hz) = 0.020 Gutter width = 2.000(Ft.l Gutter hike from flowline = 2.000(In.) Manning's N in gutter = 0.0150 Manning's N from eutter to grade break = 0.0150 Manning's N from grade break to crown = 0.0150 Half street cross section data points: X-coordinate (Ft.) Y-coordinate (Ft.l 0.0000 0~6600 right of c:av 5.0000 0.5000 top of curb 8.0000 0.0000 flow line 10.0000 0.1667 gutter end 18.0000 0.2867 grade break 30.0000 0.4667 crown Depth of flow = 0.5411Ft.) Average velocitp = 2.948(Ft/s) Warning: depth of flow exceeds top of curb Note: depth of flo~; exceeds top of street crown. Distance that curb overflow reaches into propertp = Street'flow hvdraulics: Halfstreet floc.- width (curb to crown) = 22.OOOIFt. Average flow velocity = 2.951Ft/s) Channel including Gutter and area t Flow F'idth = 4.0291Ft. Velocitv = 2.717(Ft/s) Froude No. = 0.9832 Channel from outside ed2e of gutter Flow Width = 8.OOOIFt. Velocit~~ = 3.5451Ft/s) Froude No. = 1.1149 Channel from grade break to crown: ~wards property ) Flow Area = Flow Rate = to~;ards grade ) Flow Area = Flow Rate = 2.031Ft,1 line: 0.9561Sq.Ft) 2.597(CFS) break: 2.5111Sq.Ft) 8.902(CFS) ly~ , Flow tiidth = 12.OOOIFt.1 Flow Area = 3.96iISq.Ftl Velocit~• = 2.2991Ft/s) Flow Rate = 4.5211CFS1 , Froude To. = 1.0005 Total flow rate in street = 32.0401CFS) , I , I ' ~J I ' I ' I 1 ( ' ~1 I , I ' I ' I ' I ' I ~ I ' I , 1 U2 ~ 'o Page G-yy m N 3 ~ o ~n O o n a o u~ ~ ~ N N N r m m m CT ~ Q ~ O a ~ A ~ ~ u ~ = 0 N n ~1 N ~ ~ ~ 1~7 O ~ • ~ ti ~ - ~ c O Z Z n V n N ° ~ Q a o f~ t U T ~ < a ~ ~ U ~ y U o Q~ m N ~ ~ N N - ~ 3 0 ~ o ~ c3 ;, ~ J ° M ~ ~ ro (` ~ M V ~ ~ v U ~ ~ rl 0 ~ D-12 E'l ' ~ Los Anaeles Lounty Flood Control Distric CATCH BASIN CAPACITIE~ To Be Used W ith LD. No. 2 ~l ' I' I' I' I' I' ~ BLANK PAGE ~ ~~ ~~ ~~ ~~ ~~ ~~ ~~ ~ ' ly~( ' ~4S ~Y6 ~4~ CATCH dti9sirvs 39, ~D, ~' ¢~ ~ SU~IP COrYOiriON CB. 39 = Q/o = 6.2 C' .FS. CmTC =/6.6 M/N., ~io =2. 2/8 C.~ 40 ~ Qio = 8.7C .fS. ~ Tc =/6.8/YI/N. , Iio =Z20/ C.B. ~/~ Q/o = 5.8 C' .fS. ~ Tc =/5./M/N. ~ Iio =2. 338 /IIOTE~ EACH E~4S/lV TD TAKE' //3 TOTAL Qcav •: F/ND Qc AIVD AS~°Ti~ ~it' Qc =3 FOREACEI ~~8.7I ~f6.2)~2. 20/~-(P 2/8~f(5. 81(?. PO/J :~~ 3381 Qc=20. 3 C ,fS. EACNB9S/NQ=6.8C'F.S S'EE NEXT 6 SHEETS FOR Qio A/t/~4LYS/S' ~ ~ ~ *~~***~~~**~~~**~~~~*~*~*~~~~~~~~~~~~~*~~***~~~*~~**~~~~~~~~~~~~~~~~*~~~~~~~ HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Sofitware (aes) Ver. 2.7A Release Date: 6/25/88 Serial q 2319 Analysis prepared by: TIME/DATE OF STUDY: 19: 4 8/11/1989 ------------------------------------------------------------ ------------------------------------------------------------ *~~#~##***~~~*~*~~*##~~~~~ DESCRIPTION OF STUDY ~#~~*#*~#~#~#~#~***~**~*~# # C.B. 39 (Q10 = 6.2 C.F.5.) * * 23267-3: 3 OF , N'~Y LOT 200 ~ * 8-11-89 * #~~##**~*###~~#**~~#**#~***#*~##**~~~*####~~##~#####~#~####~~#~#~#~~~~~##~ ***~#~####~*~#**##**~~~~~****~~***~~#*##*#*~~~*~#~~##~~###~*~##~##*~~~~~~*~~ » » STREETFLOW MODEL INPUT INFORMATION « « J CONSTANT STREET GRADE(FEET/FEET) _ .006000 CONSTANT STREET FLOW(CFS) = 6.20 AVERAGE STREETFLOW FRICTION FACT~R(MANNIN6) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURH HEIGTH(FEET) _ .50 CDNSTANT SYMMETRICAL ~UTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL 6UTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: ------------------------- STREET FLDWDEPTH(FEET) _ .41 HALFSTREET FLOODWIDTH(FEET) = 17.19 AVERAGE FL~W VELOCITY(FEET/SEC.) = 2.33 PRODUCT OF DEPTH&VELOCITY = .96 ' ' ' _.)w i , II ' ~~~~~*~~~~****~~~$*~~**~~**~~~**~***~~~~~~~**~~*~*~~*~******~*********~***** HYDRAULIC ELEMENTS - I PROGRAM PACKA6E (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: b/25/BB Serial # 2319 ' ~J Analysis prepared by: , TIME/DATE OF STUDY: 19:17 8/11/1989 ----------------------------------------------------------- ' ~****##*~~##*~#~###~~~#~~~ DESCRIPTION OF STUDY ##~~~**~*#~~~~~~*~***~**** ' ~ C.B. 40 (~10 = 8.7 C.F.S.) * * 232b7 - 3: 7 OF , W'LY LOT 30 ~ # 8-11-89 ~ ' ~**#~**#*###~#~~~~*~~~~##~~~~~~*~#~###~~##~*##*#~*~*#*###*~~*~*8######~~~~ ~~~~~#~*~#~#*~~~#~#~*~~~*~~***#~~##~~*~*##~*~~~~*~**~#*~#~~###~~~#~#*%#~~#~~ » » STREETFLOW MODEL INPUT INFORMATION « « ' ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) 006000 CONSTANT STREET FLOW(CFS) = 8.70 ' AVERA6E STREETFLOW FRICTION FACT~R(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 ' CONSTANT SYMMETRICAL CURB HEI~TH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 C~NSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 ' FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS #~~STREETFLOW SP~ITS OVER STREET-CROWN#~~ ' FULL DEPTH(FEET) _ .46 FLOODWIDTH(FEET) = 20.00 FULL HALF-STREET VELOCITY(FEET/SEC.) = 2.39 ' SPLIT DEPTH(FEET) _ .17 SPLIT FLOODWIDTH(FEET) = 2.56 SPLIT VELOCITY(FEET/SEC.) = 1.07 --------------------------------------------- ' __--STREETFLOW MODEL RESULTS: -------------------------------------------------------------- STREET FLOWDEPTH(FEET) _ .46 ' HALFSTREET FLOODWIDTH(FEET) = 20.00 AVERAGE FLOW VELDCITY(FEET/SEC.) = 2.39 PRODUCT OF DEPTH&VELOCITY = 1.10 ------------------------------------------------------ ______________________________ ------------------------ , I ' I , 13~ 11 ' ~***~~~~**~~~~~~~~~~***~*~*~~**~~~~~~~~~~~**~~***~****~*****~.*~~~~*x~.*~~** HYDRAULIC E~EMENTS - I PRO~RAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: b/25/88 Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 19:22 8/11/19B9 ##**#~##~#~~~*#~*~~*###*## DESCRIPTION OF STUDY ###**#~#**~~~*~****~~****~ ~ C.B. 41 (Q10 = 3.2 C.F.S.) ~ * 23267 - 3: 7 OF , E'LY OF LOT 20 * # 8-i1-89 * #~~*#~ffi~#~#~*##~#~~~~~*~*~####~#**#~##~~~#~#~~~~#~~~#**~*~*##~#~~~*#~~#~~* *##~*~~*~~*###~~~#*~###~~#*~~~~~~#*#~~##~~~**#~#~~###*~~##~*~~#~~*##~#~*#*#* » » STREETFLOW MODEL INPUT INFORMATION « « ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .006000 CONSTANT STREET FLOW(CFS) = 3.20 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL 6UTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL 6UTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: , -------------------------------------------------------------- STREET FLOWDEPTH(FEET) _ .36 HALFSTREET FL~DDWIDTH(FEET) = 13.81 ' AVERAGE F~OW VELOCITY(FEET/SEC.) 1.80 --_-PRODUCT-OF_DEPTH&VELOCITY-=-_---~64----------------------- ' ' ' MI u~ **~~*~***~~~**~~~~~***~**~~~~~~~~*~~*~*~~~~*~~~~~~*******~~**~~***~~~***~~~~ HYDRAULIC ELEMENTS - I PROGRAM PACK.AGE (C) Copyright 1982-88 Advanced Engineering Sofitware (aes) Ver. 2.7A Release Date: 6/25/BS Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 10:28 8/12/19B9 ##****~~~~**~*#~~~*#~~~#~~ DESCRIPTION OF STUDY **~#~***#**~**~~***~~*~~** # C.H. 39, C.B. 40, AND C.H. 41 (O10 = 6.8 C.F.S. EACH HASIN) ~ * 23267-3: 3& 7 OF , N'LY LOT 200, W'LY LOT 30 & E'LY LOT 20 * * B-12-89 ~ #~#*#~**#~t~~~~~*#~~*~~~~~*~~#*##~~*###~~~~#~~~*#**##~#~~*#~#*##~#~~##~~~~ #~***#~~~##~~#~#~~###~#*~~~~~*#~##~*#~~~##~*~~#~~~*~~*~*~~~~#~~~#~~*##*##~~* » » STREETFLOW MODEL INPUT INFORMATION « « CONSTANT STREET GRADE(FEET/FEET) _ .OOb000 CONSTANT STREET FLOW(CF6) = 6.80 AVERAGE STREETFLOW FRICTI~N FACTDR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL ~UTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS STREETFLOW MODEL RESULTS: STREET FLOWDEPTH(FEET) _ .43 HALFSTREET FLOODWIDTH(FEET) = 18.31 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.26 PRODUCT OF DEPTH&VELOCITY = .98 ~ rs ' CAPACIII' OF CU'~ OPEP:If~G Il`~ ETS ID': A LCt•T P~II1T OP. S:J"~~:P ' The capacity of a curb open=n~ inle~ in a suma or lo~u poiat varies directiy with t:~e ier~~ii of ihe znlet ar.d ~ne denth of water a~ the entrance, Tiie _nlet ~~ii~ oper~te as a we:.r until ' the water suhmerge~ ~he entrar.ce. :i::cn zae dep:h o~= ciater is about t~oice the he:vh* oz rhe ertr~n~e or morE, i~ will opera~e as an orifice. Beti~een tiiese two dep2hs it- will operate some- , where bet~}~een t,ie two, 7:ze nomograpn (chart 1073.03) is based on the follooJing conditions: ' (1) The curb opening inlec (no grate) is 1ocu~ed at a low point in the grade. ' (2) ~11 flow coming to *_he inlet must even~_ua??y enter the inlet and will pond until suf~ici~ni t~ead is uuil:: ap so ::he ~ outflow through the iniet will equaZ the peaic inflo~v f~om ~~~.e gutters, ' The hydraulic basis of :ize aomo~raph is as fo?'ows: (1) For heads (depths of water) un to the height of the , , opening. (Fi/h '= 1), the inlet is assumed to act as a weir o~i~h fhe flotl p2ssin~ ~hroegil critica~ dept,~ at ~he en~rance and ' following the formula Q = 3.OU7 LH 3IZ ' (2) For heads equal to or greate= th~n tca?ce Li~e _ tieight o~ open~ag ?i/n ;::~ 2, the iaie~ is assumed to a~~ , as zn or~fice fo?lowing the formuia Q/L = 5.62 h 3~2 (H'/h)~ ' lhis is a rearran~ement or ttle standard orif?ce formula Q= CA:2gH with C= 0.7 and H' equal to t'~e head cn ~he middle of the inlct opening (~i' = H-h), ~ ' (3) Fo;: heacs with ci/!z between 1 and 2, a transi~~on was used as the operation of the inlet is indetinite. ' Procedure: Enter ti:e nomoorapn with any tt~o of the three values H, ' Q/L, H/h, 2nd read ti7e third, 4T~zere n= tctal hei.ght of opening in feet L= total len~~h of opening in £eet H= deptn or warer a~ rize entranc~ ~n feet Q= total p~a2; rate o~ flota to the inlet in CFS tdormally Q, H, a:~d h wi_il be know, and the nomo{~rapn can be used to dete~ine the length of openi^~ L. The spread ox ~he ~a:.ter ' on the street wiil depend ^pon the cross slcpe o= the pavement, -20- . ~~ ~ '-- ' ~ ' 1 ' ' ' ' ' 1 ' ' ' ' ' ' C.B. 39, 40,~'~l~6tio= 6,8 L'~S. EACH f~9SirV ; ~ ~S'EE Gtioo AA~~LYS/S FOk ~B. /iYFfl. - ~ ~ec~ ~vious sHEEr d= 0, ¢3' Tb C'.B. ~MAX.) i . j i.o i2 6eB ~ 2. 3= ~96 ; /t~E= U~ /I_7' /O r-5 9 "M//~N. W ~4LLOWE'D ~'' e ` /0 [X~Q7 ~iJ WC. ~/` 6 3 ~a CAP~4C~T>: 2 .99 4` .7 8 3 Z3c~s/fr. ,. ; i5 75 Z w 6 7 ~~~ ~ ' ~~~ , 6.5 ~ . . ~' l ~' ~ /.0 i.o (~y ~ .9 .s 6 '~ 8 .a .05~"5 ' ~ ~ B .~i.5 Q~~. , 1 p~ . 6 '~'~'n ~ 5 ~t h ~ i ~ O .~ 4 _ y~ ~~ i4 0 45 ~~ ~ ~ ~ ~C . 3 ~ • b + ~ ' -~ o~ ~ ~s a ~ le ~ nP ~ .Z . v ~ ~ Cfp; " 3 a '0 . ~ .a s.s ` ~ , ,' n ~ y o o, ~ u .~ ~ ~ ~ ~ ~ ./ C ~ , ~ ~ q .08 Q ~ ~ .25 3 ~ o C ~ .06 ~ •3 ~ O~ o ~ ° ~ ~ ~ .04 3 0 I .z5 2 5 ~ ~ I a .2 q & .03 ~ ~ ~ ` ~~ '~ .02 p .2 i ~ a v ° v ' o I ; ~ , ./5 . .O/ ./S ~-- L -~ ~ - N1 /.5 -f_ - h ~~ o. ~ Loco/ Depr~ss/cn (a) .• J /.2 Bu~eou of G/~bic Roo4s iYvmogm,oh !o~ csPoa/y cf c~~b ,~e~ Oivis~nn Two lYOSh . O C nno.,:.,.. .n/clc o/ /aw ooiolt H35 G U CATCN BAS/NS 39, 40, ~'' 4/ = sUMP coNair~oN C.e. 39~Qio~o =9.3C.f.S. ~Tc =/6.4M/N., Iia~= 3.258 C.B.4,0~ 6~ia~ =/3.OC. .fS c~Tc =/6.7 M/N., Iioo=3.230 C.B.4/~Qic~ =8.7C.f.S.~Tc =/5./M/N. ~ I/DD =3.4/9 ll (OTE ~ EACN BAS/N HAS SPL /T FLOW //V STREET •~ F/ND Q CONFL UENCED f~''DEPT/~ FOR THAT Q=3 FOR EACH E~9S//Y. 6?c =G3.0I~(9.3~(3.23~-(3.258)~f8.7)13.23)-<3.4/9I Qc = 3D. 5 C.F.S. EACN BAS'/N Q=/0.2 C.F. S. SEE NE,rr 6 syEErs Fc~e Q~oo AN,4LYSIS ~~**~~~~**~~~~*~~~~*~~~~~~~***~~*~~**~~~~~~*~***~~**~*~~~*~~~~r~*~**~~~~~~** HYDRAULIC ELEMENTS - I PROGRAM PACKA~E (C) Copyright 1982-88 Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2319 Analysis prepared 6y: TIME/DATE OF STUDY: 19: 7 8/11/1989 *****#~#*~~~~~#**###**~~~# DESCRIPTION OF STUDY #~*#~~**~***~~~*~********* ~ C.B. 39 (Q100 = 9.3 C.F.S.) * * 23267-3: 3 OF , N'LY LOT 200 ~ ~ 8-11-89 * ~##~~##~~~#~~~~~~~~~~~#*###*~**#**##~~~*~#**~~~~~*~~*~*#R~~*##~###~~##~~k* ~#~#~~~~~##~~~*~~~~*~~#~~*M**~~~*~~~~~**~~~~*~*#~*#~*~#****~#*~~~#ffi~*#**~~*~ » » STREETFLOW MODEL INPUT INFORMATION « « ---------------------------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .006000 CONSTANT STREET FLOW(CFS) = 9.30 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICA~ CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS *~~STREETFLOW SPLITS OVER STREET-CROWN### I, FUL~ DEPTH(FEET) _ .46 FLOODWIDTH(FEET) = 20.00 FULL HALF-STREET VE~OCITY(FEET/SEC.) = 2-39 , SPLIT DEPTH(FEET) _ .24 SP~IT FLOODWIDTH(FEET) = 7.06 SPLIT VELO~ITY(FEET/SEC.) = 1.43 , ____STREETFLOW-MODEL_RESULTS:_______________________________________________ STREET FLOWDEPTH(FEET) _ .46 ' HALFSTREET FLOODWIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC.) = 2.39 PRODUCT OF DEPTH&VELOCITY = 1.10 ' ____________________________________________________________________________ 1 ' •r~ #~~#~*~~~#*~~**~*~~*~###******~~~~~~~**~~*~~~~~#t~**~~*~***~**~~########~~~~ HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-88 Advanced Engineering Sofitware (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2319 Analysis prepared by: TIME/DATE OF STUDY: 19:20 8/11/1989 ***~~~#~~~~~~#~##~~***~~*~ DESCRIPTION OF STUDY ~~#~~~~~~#~~~~~~**~~~***** ~ C.H. 40 (Q100 = 13.0 C.F.S.) ~ # 23267 - 3: 7 OF , W'LY LOT 30 ~ # B-11-89 * ~****#~*#~~~#~**~#~~~~~#####~~~~~~#*~~~**####~~~**#**#*#**##*~~~##**~~*~~~ #*##~~#~~~###*#~~~~~~##~~#~~~~~~*#*~~~~##~~~~~~**#~~~#~~*~#~*~~*##~*#~***#~~ » » STREETFLOW MODEL INPUT INFORMATION « « CONSTANT STREET GRADE(FEET/FEET) _ .006000 CONSTANT STREET FLOW(CFS) = 13.00 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURH HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLDW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS ~#~STREETFLOW SPLITS OVER STREET-CROWN**~ FULL DEPTH(FEET) _ .46 FLOODWIDTH(FEET) = 20.00 FULL HALF-STREET VELOCITY(FEET/SEC.) = 2.39 SPLIT DEPTH(FEET) _ .40 SPLIT FLOODWIDTH(FEET) = 16.06 SPLIT VELOCITV(FEET/SEC.) = 1.93 ------------------------------------------------------ ------------------------------------------------------ STREETFLOW MODEL RESULTS: ------------------------------------------------------------------------ STREET FLOWDEPTH(FEET) _ .46 HALFSTREET FLDODWIDTH(FEET) = 20.00 AVERAGE FLOW VELOCITY(FEET/SEC.1 = 2.39 PRODUCT OF DEPTH&VELOCITY = 1.10 . ~.~ ' **~~~*~~***~~~~~~~~*****~~*~***~*~~~*~**~~*~~*~~~****~»~**~~~***~~~~~**~~~~* HYDRAULIC ELEMENTS - I PRO~RAM PACKAGE (C) Copyright 1982-B8 Advanced Engineering Soitware (aes) Ver. 2.7A Release Date: b/25/88 Serial ~ 2319 Analysis prepared by: TIME/DATE OF STUDY: 19:24 8/11/19B9 ~~#~*##~~~M~~~*~~~~#~~~~~* DESCRIPTION OF STUDY ~***~**~~**~*~*~~~~##**~~~ ~ C.B. 41 (0100 = 8.7 C.F.S.) ~ ~ 23267 - 3: 7 OF , E'LY LOT 20 ~ * 8-11-89 ~ #~~%~~#~~~~#****#%**#~~~~*##~~#~**#~*~*#*#~*~~#~##*~**#**###~#*~~*##~~*#** ~###*###~~~~~#~~#~~#~#~~###~*##**~~*~##~*###~#~~~*##*#~~#**#**#*~*#**##~~#~~ » » STREETFLOW MODEL INPUT INFORMATION « « CONSTANT STREET GRADE(FEET/FEET) _ .006000 CONSTANT STREET FLOW(CFS) = 8.70 AVERAGE STREETFLOW FRICTION FACTOR(MANNING) _ .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURH HEIGTH(FEET) _ .50 CONSTANT SYMMETRICA~ GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICAL GUTTER-~IP(FEET) _ .03125 CONSTANT SYMMETRICAL ~UTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET ON ONE SIDE, AND THEN SPLITS *~#STREETF~OW SPLITS OVER STREET-CROWN~## FULL DEPTH(FEET) _ .46 FLOODWIDTH(FEET) = 20.00 FULL HALF-STREET VE~OCITY(FEET/SEC.) = 2.39 SPLIT DEPTH(FEET) _ .17 SPLIT FLOODWIDTH(FEET) = 2.56 SPLIT VELOCITY(FEET/SEC.) = 1.07 STREETFLOW MODEL RESULTS: ---------------------------------------------------------------------------- STREET FLOWDEPTH(FEET) _ .46 HALFSTREET FLODDWIDTH(FEETJ = 20.00 AVERA~E FLOW VELOCITY(FEET/SEC.) = 2.39 PRODUCT OF DEPTH&VELOCITY = 1.10 ---------------------------------------------------------------------------- ---------------------------------------------------------------------------- ********~~~~**~**~~*********~**~***~~~*~~***~****~~***~*~~~*****~~*~~~~~~~~~ HYDRAULIC ELEMENTS - I PROGRAM PACKAGE (C) Copyright 1982-8B Advanced Engineering Software (aes) Ver. 2.7A Release Date: 6/25/88 Serial # 2319 Analysis prepared by: TIME/DATE ~F STUDY: 9:36 8/12/1989 ~#**~~##*~*~~*#~**~*~t**** DESCRIPTION OF STUDY ~*~***##~*####*~~~~*~~#~#* # C.B. 40 AND C.B. 41 (Q100 = 10.2 C.F.S. EACH) C.B. 39 (Q100 = 10.2 C.F.S * ~ 23267-3: 3 AND 7 OF , N'~Y LOT 200, W,~Y LOT 30, & E'LY LOT 20 ~ ~ $-12-B9 # ##*#~#~~##~#****~~~##~~#~##**~##~##~~~#~#~*#~#~#~###*#~##~##~#~~~~~~~*~~~~ ~~~#~*~##~#~#####~##~~*~~~~~~~~~**###*#~~~***#~#~~~~~~#~#~~~~#~##~~~#~#~~#~~ » » STREETFLOW MODEL INPUT INFORMATION « « --------------------------------------------------------- CONSTANT STREET GRADE(FEET/FEET) _ .006000 CONSTANT STREET FLOW(CFS) = 20.40 AVERAGE STREETFLOW FRICTION FACTOR(MANNIN61 = .015000 CONSTANT SYMMETRICAL STREET HALF-WIDTH(FEET) = 20.00 CONSTANT SYMMETRICAL STREET CROSSFALL(DECIMAL) _ .017000 CONSTANT SYMMETRICAL CURB HEIGTH(FEET) _ .50 CONSTANT SYMMETRICAL GUTTER-WIDTH(FEET) = 2.00 CONSTANT SYMMETRICA~ GUTTER-LIP(FEET) _ .03125 CONSTANT SYMMETRICAL GUTTER-HIKE(FEET) _ .12500 FLOW ASSUMED TO FILL STREET EVENLY ON HOTH SIDES *~#STREET FLOWING FULL~~~ ----------------------------- ----------------------------- STREETFLOW MODE~ RESULTS: ----------------------------------------- STREET FLOWDEPTH(FEET) _ .49 HA~FSTREET FLOODWIDTH(FEET) = 20.00 AVERA6E FLOW VELOCITY(FEET/SEC.) _ PRODUCT OF DEPTH&VELOCITY = 1.21 ----------------------------------------- ----------------------------------------- 2.46 ~!~PHCIi1' OF CURE OPEP;II~G I:'T ETS ID' A LC?~7 POIIIT 0?'. S:.T"~P the capacity of a curb openinp_ inlee in a suma or lo~•~ point varies directiy with t7e i~r.~2izraf the i_nlet and :.ne denth of water a~ the e.trance, Tne _nlet ~~i=1 eperste as a ~ae3.r uatil the water suhmerqes ~he entrar.ce. '. ~.en tiie dep:h o~= z;ater is about twice t4e he:gh~_ oz rhe er.trar.~e or more, i*_ i~ill opera~e as an orifice. Beto7een tiZese two depths ii. will opeYate some- where bet~aeen the two, The nomograpn (chart 1073.03) ~s based on the follo~~ing conditioas: (1) The c:~rb opening in?ec (no grate) is locs~ed at a low point in tne grade, (2) All ilow coming to the inlet mnst even~_ua?1y eaLer the iniet and will pond until suf_`ic?ent head is 'uui1.:: up so ~he outflow through the inlet will equal the peak infloca f~om ci~.c gutters, The hydraulic basis of ~ize nomo~raph is as fo~'_cws: (1) For heads (depth5 of water) up to the heigh~ of ihe opening. (H/h ' 1), Lhe inZet is assumed to ac: as a weir u:=~h L~'SE f1Q:4 passin; C~'1TOL'oil CY''_t~C2i dept.~ at ~'fiE` en~rance dP.'j following the :ormula Q ~ 3,037 Lii 3~2 (2) For heads equal to or greate_ th~n twice Cize " ' tieight o~ open?ng ?i/n ;::: 2, the inle~ is assumed to act as aa orifice folloiving tIze formuia Q/L = 5.62 h 3~2 (H'/h)3 This is a:earran~emEnt of the standard orif?ce ioraiula Q= CA':2gFi with C= ~.7 and H' equal to the head cn ~he mi~dle of the inlet opening (~i' = H-h), ~ (3) Fo~ heaos Wlth H/h between 1 and 2, a transi~ion was used as the operation of the inlet is indefin.fte, Procedure: Enter the ncmoorapa with any tt~o of the three values H, Q/L, H/.i, 2nd read tile third, 4Tnere h= tctal hei.Fht of opening in feet L= total lenPti.h of op~ning in £eet H= deptn oi warer a~ cize entrance in feet Q= total pea~ rate o~ ilola to the inlet in CFS Normally Q, H, aad h wi_ll be 3:now, and the nomo~rapn can be used to determine the lenath of openir.g L. The spread of ~he ~~4tEr on Lhe street taill depend upon Lhe cross slcpe or" the pavement, -20- C. e. 39, 4a, ~' ¢i ~ 6?/ve =/O. 2 C. f. S EAC~/ BAS/N ~7C~'/ C B ~(/-J ~ ~ ~ ~l' ~ ~ y{.. /C /! ~ ~~ ~ I.07 S 8 ~7 A ,o ,2 FRGW! 19PEY/G1US SHEET ~/~= 0.~9'TbC.e~ .: y->0"'f~RCAL~'l/~G9T/oNFf,~=~1 s/./Z r5 (/1~Nr) ~ 9 " I0.2~P3=4.43' 8 ¢ e~~ l~orE~ U,sE N~7' 6~in! WA~w ~ . 4 8 93" 2 .7 .. g 3 - ti.Y i5 75 Z 2.3C.FS./~ b ~ tv. • / . e ' /~2 ~ 6.5 ~ I~.~~'~ /.0 ~5,, -~ i.o ~ .9 .s e .~ e oy,,y ~ 5.5 8 pf~~' , 1~ q •8 ~ ~6 ~~~~~r ~ .~ s ~ ~. ~ ¢ ~,'4 0 ' a.s . b ~, ~'~ .3 ~ ~, m ~ ~ -, a ~, a ~ p~Pl~~~ ~ 2 0 -5 '' d ~ Cf~ ~° ~, '~ ~ .3 ~ i'p' ~ ~ ~ 3.5 '`C ~ ~ ~ .i; ~ ~ ~~ o ./ Q ~ ~ /' ~, q .08 Q ~ .25 3 ~ ~ ~ .06 ~ .3 ~ O~ p~ o ~ I r 2.5 ~ ~ .04 0 .25 i ~, ,2 O~ ~ .03 ~ ~ ~ ~ ~ ~• ' ~ .oa o .z 0 a v ~ a _ ~ ./5 .O/ ./S ~- L -~ ~ Ht ' /.5 -i _ti- ~T o. i Loca/ Dspression fo) .. ./ /.2 Bu~~au oJ Plubic .Paods Nomog~a,ah Jo~ te,oou/y cf cu~b t~ ~ Oivis.nn iwo /Yash OC ...,.._.__ :.,i f~ ..~ /... ..,.,.,~ !7 ~~i i~~~ . N Y D R A U L I C S c C110 STOf~M FRECJUENCY ¢O _._ NYDRALIL I CS r L?1O STORM FRECJUENCY STORM DRAIN L SNE "F~ " ~/ ~. ~ ~ ~I ' TI TRACT 2J~~'-z iOLC VA?L RAACA! T2 SPORN DRditi LiNE "A" ; QIO S'3 FI1E: U3Al0.Y':F' SO 1017,33i026.OP 1 R 10Jr.891DfE.08 1 .014 R i0E4,3110iE.23 1 .~14 R 1257,1O1D.i.21 1 .013 R 1124.DO10iR,06 1 ,U13 R 1666.E3!Q2fi.7P 1 .013 JX 1570,2?102P.Eg 1 .Ol"a R 1643.991024,03 1 ,019 R 1773.~51029.:9 I ,013 JX 1773.161C29.:9 1 3 .011 8 1778.961C29.30 1 ,013 R 1782.1~102~.31 1 ,019 J% 1786.7610?0.32 2 3 .013 R 1857.~510't0,S6 2 .Ol~ J% 18fi9,6110,0,4i 2 3 3,013 R 1943.65103G.E2 2 .D13 J% 1943,€710F0.63 2 3 ,~13 R 2182.671G3?,11 2 ,013 J% 2184,3310;~1,1i 8 ,013 R 25~1.341D31,?6 2 ,013 J% 2512.UOIOa;.7Y 2 .D13 R 2fifl3.721Ga2.~1 2 .~11 R i993,40104z,E1 2 .013 dX 3000,56i03'.5S 4 3 S,Ol3 ft 3085.991040.68 1 .013 dR 3G9~.901041.'S8 4 S J,019 P. 'si10.58104~.E8 4 ,013 JX 3215.241047.99 9 3 ,013 R 347S,55i06S.!9 1 .013 d% ad80.2llUo„26 a ,017 R 3616.891DiF.96 4 ,~1J J% 3621.5310ii.?~4 4 ,013 R 3729.29i0R.~.16 d .O13 J% 373T,i0i0E8.~9 4 3 3,013 fl 3748,5210£E,96 4 ,013 R 3811.931D9i.~4 4 ,013 ~X 3819.591CBE.6S 4 5 .013 R 3865,3E1UE4.E2 1 ,O13 R ~867.2610E4.E9 4 ,013 J% 3867,2810E~.?0 d 3 ,013 R 391a.3E109L "c9 4 ,01a ft 3994.5716'§5.6~ 4 ,D13 J% 4002.k8104S.14 4 S 5.013 R 4016,1210?G.ii 4 ,U13 Sfl 4015.1210?S.2i 4 CD 1 4 C PO 6.00 , cu 2 a o.u~ 3,00 , CD 3 9 0 ,00 1.50 , CD 4 4 0 .Of~ 7.50 . CD S 4 G UO 2.00 . a ~~.; .o ]030,49 .00 ,00 0 .00 .QU ,OU ,00 31.26 .0~ ,00 ,00 93.81 ,00 s,zo .oo 1.1 ]031.54 90.00 ,38 .00 .oo .oo 3,6 1032,02 66.72 90.D0 .00 3.2 3,71D32,221032.22 90.00 90,00 .DO ,OD .4 10~2,3a so.oo .DO .0~ D6 .0~ 17,66 .00 93,10 .00 .S 5.11036,551036,55 90.00 63.13 ,00 ,00 12.1 3,61D42,381042,38 45,00 45.00 .oo ,oo .1 ]048.99 SH,D4 27,92 .00 00 .OU >>.a~ .oo 6,4 2,41084.591084,59 45,00 26.53 ~.02 .oo 16.50 ,00 15.4 ]069.55 J0.00 68,63 ,00 .oo ,oo .i ]090.90 90.00 ,DO ,00 15.53 .DO .] .11D94.B91095,89 69,72 45,00 i,~o ,or. 1095.27 00 .aa .oo .oo 00 .DO ,00 ,00 OG ,00 ,00 ,00 00 .oo ,oo ,oo 06 ,00 ,00 ,00 IGy F0516F Np?6R SURFACE PRDFILE - CHANN6L UBFINITIDN GI55IN6 PhG6 ] File: U3Al0.NSP Stadti Uate: 6- 8-52 tioe: ]~:51:17 C~ftD SBCP CBN ND OR AVB PIBA HBICHf 1 BAS6 Z1 2P. INV V~1) ~IE~ Y131 P14~ ~(51 P~61 9(11 P19) P(41 P U0~ CODE NO T9PE PI6RS NIGTH DIANETBR YIDTH DROP CD i ~ 6.D~ CD 2 4 6.00 CD 5 ~ 1.60 CD ~ 4 3,60 CD 5 4 2.00 F 0 S 1 5 P PACB NO 1 NATBR SURFACE PROFILE - PITLE CAPD LISTINC HBADINC LINB NO ] IS - HSADINC LIN6 NO 2 IS - ABADING LINB NO ~ IS - SAACS 23267-3 (OLU VAIL &ANCHI STOftM DftAIN LINE "A" ; Q10 FILB: U3A]O,NSP F ~ 5 1 S P PAGE NO 2 , WAT BR SU&FACB PROFIL6 - BLBNBN7 CARD 6ISfINC ELBN6NT NO I IS A SPSSBM OOTLBP ; ~ ~ I' U/S DAfh STATION 1017,33 INV6RT ]026.00 56CT l Y S 6L6V 1030,49 ELBNENT NO 2 IS A R6AC9 t ~ x UIS DdTA SfATIOA INVERT SBC1' N ftADII~S ANGLB ANG PT BAN H ' ]035.89 1D26,08 I ,011 ,00 ,OU ,00 0 6L6NBNT NO 3 tS A P.6ACH k i + U!S DATA SfAPION INYERS S6CT N FADIUS ANGLB ANG PY NAN A I 1061,3? 1026.23 1 .OU .00 ,00 ,OD 0 ' BLBNENT HO 4 IS A A6ACB + ~ ~ U(S D~TA STATION INVEAT SBCT H RADIUS ANGLB ANG PT NAN fl ' 6L6N6NT NO 5 IS A RBACB 1259,10 k ]029.21 = 1 x .013 ,00 ,00 ,00 0 UIS DATA SfATION INVERT SECT N RADIUS ANGLS ANG PT NAN B 142~,00 ]026.06 ] .013 ,DO 31.25 .00 0 ' BLBNENT NO 6 IS A R6AC8 t i t ~115 U9TA SSATION INVERT SBCT N RADIUS hNGL6 ANG PT NAN H 1565.63 1028,76 1 ,013 .00 ,00 ,00 0 ELBHENT NO 7 IS R JDNCTION 3 x ; k # t t ' U/S DAP~ STATION INVSRf SECT LAT-t LAT-2 N Q3 Qd INVBRT-3 INVE&T-1 PHI 3 PdI d J570,29 1028.89 l 0 0 .013 .0 .0 .00 .00 .00 .00 ' ELBNEN4 NO 8 IS p R6AC6 UIS DdTA # STATION ~ INVEAT + SBCT A RADIUS ANGL& dNG PT tlAN B 16~3.99 ]029.03 1 ,013 ,DO 93.&9 .00 0 EL6NENT NO 9 IS A RBACH # $ # ' UIS DATA S1'ATION INVERT SBCT N flADI05 ANGL6 ANC FT HkN 8 1747.95 1029.29 ] .013 .OD 9.20 .00 0 EL6N6NT NO l0 IS A JUNCTtON ~ R ~ x ~ ~ ~ U/S DA1'A gTpTION IAYBAT S6CP LAT-1 LAf-2 N p3 04 INVBRT-3 INVERT-~ PBI 3 PAI ~ , 17?3,46 ]029,29 1 J D ,013 i,l .0 1031.5~ .UO 90,00 .00 TH6 ABOVE BG 6NBNP CONTAINED AN INYBRP BLBV NHICH W AS NOf Gft6AT8R TBAN THE PREYIOOS INYBRT SLEY -VARNING ' THE ABOVB EL 6LBNENT NO ENENT ll IS CONPAIN6D AN A ABAC9 INVfiAT EL6 f V NHICH W $ AS NOT GR6ArER ~ fAAN TH8 PRBUIOUS INVERT 616V -WARNIBG U/S Dd'fA StA7ION INVER'f SBCP N RAUIUS ANG16 dNG PT NAN F 1778.76 1D29,30 ] .013 .00 .~B .00 0 ' ~~ S I ' FOFISP YAT6R SURFACB PROFILE - 6LSHENP CAR~ LISfINC 6LBHENT NO 12 IS 6 fiEACE ~ t $ UIS DATA S~dPION INVERT SBCP H 7782.10 ID29.31 1 ,013 61BNEAT NO 13 IS A JUHCPION ~ ~ ~ k U/S DETA STATION INYBRt SECT LAT-I LAf-2 N 1786,T6 1C30,32 2 3 0 .013 ELBNENT NO 14 IS k P.BhCE ~ ~ x UIS DA'fA SYATION INUBAP SBC'f N 1857,~6 1030,96 i ,013 BLEH6NT AO IS IS A JUNCPION ; z ~ x UIS DP.SA STbTION INVBftP SECT LAT-1 LAf-2 N 1861.61 1030.47 2 3 3 .Q13 BL68ENT NO 16 IS A R6~.Cfl t ; # UiS U~TA STATIDN INVERT SBCT N 194~.65 ]030.fi2 2 ,C]"s E1SHENT NO 17 IS A:UNCfION ~ ~ $ k UIS DAPA SPAPION INVBRf SECT LAT-1 LAP-2 N 1943,67 i030,63 2 3 D .U13 EGBMENT NO I8 IS A RBACB ~ # # UIS DeTp SfATION INVERT S6CT N 2182.67 1031,11 2 ,013 ELBN6NT AO 19 IS A iUNCTION 3 z a ~ U/S DATA STATION INVSRf SECT LAT-1 Lkt-2 N 2167,~3 ]031,12 2 0 0 ,013 6LBN6NT NO 2D IS A RBACB k ~ ~ UIS DATA STATION INVEAP SBCT N 2507.3~ ]D31.76 E .013 BLBN6NT NO 21 IS A JONCiION ~ ~ ~ x U;S DAfA STATION INY6RT SECT LAT-I LAT-2 N 2512.00 ]031,77 2 0 0 ,013 PAGB HO 3 RADIUS ANu68 ANG PY MAN H .00 .00 ,00 6 t t s A3 8~ INVBRT-3 INVERT-1 PHI 3 PAI 4 3.6 ,0 1032,02 .OD 66,72 ,00 RADIUS AN6I,8 ANG PT tlAN H ,oo so,oo ,oo 0 i t k Q3 0~ INVBRT-3 INVE&T-1 P9I 3 P8I ~ 3.2 3.7 1032.22 1032.22 90.00 9~.00 RADIUS ANGLB dNG P'f MAN 9 ,00 ,00 ,00 0 4 t i B3 9~ INVBRT-3 INV6AT-1 YHI 3 PHI ~ .4 ,0 1032.38 .00 90.00 .00 RADIUS ANGI,fl ANC PT NAN A .00 .OD ,00 0 t t t Q3 84 IN4ERT-3 INV6RT-4 PHI 3 P9I 4 .0 ,0 ,00 ,00 ,00 .00 RADIVS fNC1B ANC PT NAB H ,ao ,oo .oo 0 # # t Q3 8~ INV6RT-3 INV6RY-4 PAI 3 PdI 4 .D ,0 .00 .00 .DO ,00 /G~ F~515P NATBfi SURFACB PROFI6E - ELBHENT CRRD LISTtAC ELEMENT FO ~2 IS A P,6ACP. } ~ ~ UIS DdT~A Si6TION I6'VEPT SEC7 N 2883,1i 1C;i.51 2 ,01"s EL6MENT NO i2 IS A RB6Ch ~ > # U15 DETA STATION INVERT SECT N 2993,d0 ]033.61 i .O1's ELBBENT NO 2! IS A JUNCi'ION ~ ~ ; # UIS D6TA STpi'ION II;VBRS SfiCP 1AP-I LAP-2 N JOOD.56 ]U35,55 1 3 3 ,013 BLBMENS NO ?5 IS A RBACP r ~ ~ UIS DETA SfATION INVEftT SBCT N 30fiS.99 ]040,88 4 .013 ELBNENT NO 26 IS A~UNCTiGN # ~ ~ x U/S DdPA STATION INV6RT SECT LAT-1 LAP-2 N 3093,90 1041.38 1 5 3 .G13 EL6tlENT NO 27 IS A A6ACH « x k UIS DATA SSATION INVERT SECT A 3210.58 1011.68 1 ,013 6LBMBNT AO 26 IS A JUNCtION = x ~ x U!S DAPA STATION INV6RP SEC2 LAT-1 LAf-2 N 3215,29 1a47.99 4 ~ 0 ,013 BL6NBNT NO 29 IS A R6ACH k ; k U(S DdTA SfATIOA INVERS S6CT N 3475.55 ]065,49 4 ,013 BLBNENT NO 30 IS A JUNCTION ~ k $ x U/S DATA STATION INVBRT SECT LAT-1 GRT-2 N "s48U,21 ]065,86 4 0 6 ,013 PAGE NO - 4 RhDIUS 6NGlB dNC PT flAH A .oo ~~.ss .oo 0 F.ADIUS ANGLB hNG PT tlAN B .00 93.1D .00 0 t t ~ A3 A4 INVER'f-3 INVBRI-4 PAI 3 P91 ~ .4 5.] 1036,55 1036,55 90.00 83.13 RADIUS ANGLB ANG P7 HAN A .OU .00 .00 0 3 t t Q3 Q1 INVBRT-3 INV6RT-{ PAI 3 PAI 4 12,1 3,6 1042.~8 1092,38 45,00 45.00 RADIUS ANGLB ANG PT HAN B .OD ,00 .0~ 0 k t t Q3 A~ INVB&T-3 INVB&T-4 PBI 3 PBI ~ ,1 .0 lOd8.99 ,00 88.0~ .00 RADIUS AHGLB dHG PT NAN fl .00 27,42 .00 0 s t s q3 Q~ IHVSRP-3 IHV6flT-1 P9I 3 PHI ! .0 ,0 ,00 ,00 .00 .06 !L7 F0515f AdPSR SURFAC6 PROFILE - ELEHBAT CAR~ LIST[NC 6LBNENT NO :1 IS ~&66CH 3 3 t U!S DATA STATION INVERT SECT N 3616.89 ID46.9E d ,01J 6LBHENT NO 32 IS A JUNCfION ~ x a k UIS DATA STATION [NV6RP SECT L6T-( LAf-2 N J621.55 ]077.J4 4 0 0 .013 6L6NBNT NO 33 IS A RBAC9 t s { UIS DATA STATION IHVEftP SBCT N 3729.29 1083.16 ~ ,013 ELHNENT NO 31 IS A JUNGfION t = ~ k U/S ~ATA STATION [NYBftP SBCP LAT-l LA4-2 N 3737.20 1083,59 ~ 3 3 ,013 EL6NBNT NO 35 IS A P,BACH f s - U/S DATA SfdTIOH INVERT SBCP A 3?98,52 iD86.90 1 ,013 6LBNENT NO S6 IS A RBACH ~ ; # U/S DATA STATION INYERT SBCT N 3811.43 1087,59 1 .013 6bSNENT NO 3T IS A JDNCTION ~ t ~ t U/S GATA STAPION IAV6RT SBCP LAT-1 LA4-2 N ~&]4,59 lOfl8,05 4 5 0 ,013 6L6NBNT NO 38 IS A RBACH ~ ; ~ U;S DATA STATIOH INL'BRT SBCT N 3865,38 ]089,62 ~ ,013 SLBN6NT NO 39 IS A flBAC9 ~ ~ r O/S DATA STATION INVERT SBCT H 3861,26 IDE9,89 S .013 EI,BNENT NO 40 IS A JUNCTION ~ s $ ~ D/S DAT1 STASION INYBRt SECP LAT-1 6AT-2 N a867.28 1089,90 ~ 3 D ,D13 PAGE NO 5 RADIIiS ANGLS ANG PT tlhN B .00 ,OD ,00 0 t t t A~ @4 INV6RT-3 INVBflR-~ PBI 2 PBI 4 ,0 ,0 .00 .00 ,00 .DO RADIUS ANC6B ANG PT tlAN H ,00 1t,21 ,00 0 # k t Q3 9~ INV6RT-3 INVBBf-4 PAI 3 PAI ~ 6.1 2,~ 108~,59 ]081.59 45,D0 26,53 RADIIIS ANGL6 ANC PY MAN H .DU 7,02 ,UO 0 RADIUS ANC1E AHC PT NAN A ,00 16.50 .00 0 t t t Q3 84 INVBRT-3 INV6~T-~ PAI 3 P9I 1 15.5 .0 1089.55 .00 30.00 ,00 RADIUS ANGL6 6NG PT tlAN A .00 68.63 ,OD 0 RADIUS ANGLB ANG PT tlAN A ,oo ,ou ,oo 0 k # t Q3 A9 IN46RT-3 INVBR7-4 PAI 3 PAI 4 ,l .0 1090.90 ,OD 90,00 .00 / / f~. ' PAGENO 6 -FD515F NATBP, SURFACR PROFILB - BLEdBAT CRRU LISTING ~ SL~NENP NO 41 IS A&BP.CN ~ TION ~ INVERT ; S6CT h RADiUS ANGLB ANC PT ~~ MAN H ~ UIS DATA SYA ,DO .00 • 3913.3fl 1091,69 ~ •013 ELBNBNT NO S2 IS A&6AC6 t ; t N ftADIC~S ANGLB AHG PT NAN H ' UIS DATA STATIOH INVEAT SBCT OD 15,53 .00 0 399~,57 ]09~.81 ~ ,013 { , # ELBNBHT NO ~S IS R JUNCTION ~ k ~ k SECT LAT-1 LAT-2 t N G3 9 .IN~95T A4 IPV 9578o fi9i 2 401 a ' U(S DATA STATION INY6RT 013 1 8 , 0 7 o 4002,48 1095,14 4 5 5 . , gLBN6NT HO 44 IS A RBACA ~ _ $ H RADIUS ANGi,B ANG PT MAN A U(S DATA 54ATION INVERT SBCT OD I,10 .00 0 ' 4015,12 ]095,21 4 .013 , E66NEHT NO 4S IS A SYSTBN HEAD610R6S 3 = W S B1BV UIS DP.TA STA7'ION INY6RP S6CT ID95,21 ' 4015.12 1095.27 4 1 ' , ' ' , ' ' , ' 1 ' ~ i~9 I~~ MAftRING N0. 2 x; - YA56k SURFACE BLBVAYION GIVEB IS GBSS TAAN OR BCUALS INt~EAP ELBVATIOA IA HDVFDS, N.S.HGBY = INV + DG FOSISP CD Ve;s 2.2 PACB I ' VASER SURFACE P~UPIL6 1ISTIHG File: U3A10.V3P StudS Date: 6- 8-92 Pine: l0:SL17 "&ACT 23267-5 (06D VAIL fidNCH1 ' STORN DRAIA LIRR "h` ; Q10 FIL6: U3A10,W5F STATION IAYBRf DEPTH N.S~ B ~BL ygL BNRRG9 SUP6R CRITICAL AGTI BAS6! ZL NO dVBPR ' 6LEV OF FLOA BLBV H6AD GRD.6L, ~LEV DEPT9 DI6 ID N0, PIER SF AVB AF NORH DBPTN tiR LIBLEN SO k#itk#~#ikii%3##i##kkZt#ttEYf32#k#tkYiikY###ki#kt3itk;##Mtt##tifFitYiSifki#t~it#k~;kkiitfi~#ititfi~kit#Yfi3#~i3tiitttiiiFtiit3#t#i , 6.OD .00 .00 0 .0 1014,33 ]026,00 4,490 1030,190 IS5.0 fi.83 .72~ 1031.214 ,00 3.385 ,001912 .04 ~,351 ,00 ' 18.56 ,00431 1035.89 1~26.08 ~,d22 1DS0,502 lS6.D 6.9~ ,748 10~1,250 ,00 3,385 6.D0 ,DD .00 0 .0 .002013 ,06 J,15] ,00 ' 28,48 .00527 1064.37 ]026,23 1,214 1030.5U4 155.0 1.19 .801 1031.308 ,00 3,785 6.00 ,DO ,00 0 .0 , ,001937 .O6 J,0~9 ,00 32,29 ,00508 6,~U .00 ,00 0 .0 ' 1C96,66 1026,39 4.092 1030,486 155,0 7.55 .884 1U31,570 .00 3.~85 ,002175 ,06 3,041 ,00 27,70 .00508 6.00 ,OD ,00 0 ,0 ' 1124,J6 1026.54 3.923 ]0~0,458 155,0 1.91 .972 1031,431 ,00 3,585 ,002148 .O6 3.D~7 .~0 23,42 .00508 ' 1149.78 ]026,65 3,764 1D70,418 145,U 8,30 ],070 1031.488 .DO 3,385 6.DD .00 .00 0 ,0 .002610 ,61 3,047 ,00 1,97 .00508 ' 1149,75 1026.66 3.999 lOS0.113 155.D 8.34 1.OBQ 1031,193 .00 3.395 6,~D ,DO .00 0 ,D .UU ' HYDRkULIC JUNP 1149,75 1U26,66 3,046 1029.710 145,D 10,76 1,796 1031,506 ,00 3,J85 6.00 .OD ,00 ~ .0 ' ,005091 ,55 1.0~~ .0~ ]09,35 .00508 1257,10 1029,21 3.046 1030.26fi 145,0 10,76 ].796 1032.~52 ,00 3.385 6.00 ,00 .00 0 ,0 , ,005050 .84 3.046 .00 ]66.90 .D0509 s.oo .oo .oo o .o ' 1424.00 102fl,06 3,060 1031.120 1SS.D 10,69 1,774 1C72,895 .00 3.385 ,0052~8 .71 3,047 .UU 191,63 ,D0491 ' 6.00 .DO .00 0 .0 15fi5.63 1028.76 2.9C2 1071.742 1S5.D I].OS 1.894 1033.637 .00 3.J85 ,0045]3 ,02 .00 JUNCT STR .02790 , ' ~7~ , R0~15P CD Ver s ?.i ~h~b ? WATBE SURPACE PHOFI LE LISTiNG ~ Pile: U 3AIO .NSF Stud~~ Late: 6- 6-92 ii me: 10:51 :41 "RkCi 232E7-3 !i~LD L'P.II @AN CHI siUklS DRRIN LiNE "E" : fl10 ' FILE: U361U.fiSf' STATI ON INVERT D~PYh A.S. Q tiEL VEL ENENGY. SUPEk CRITICAI NGT/ BASEJ 2t NO A ~'BPE EL6L~ OF F~Oh' EbEV HEAU GRD. E1. EI,EV U6PTN UTA ID N0. PI8& , llELfiH 'sD SF AVE H F NOEtl D6PTH ZR Y3t1t1 2Y? titYti#F## #it7#iiikYiR%211#3LtlYlitiit#iltk ittt#i###X#t Y#X#t# #t#ii #Stiti; #tYt3Yti3 t2liiftk#2Stitl3t tklI;it! lSttY llftYi YYit , 1570. 29 1028.89 3.3E5 103?.275 t55.0 9. 43 1.3b0 1033. 655 .UO 3.385 6.00 .DO .00 0 .0 g. q~ _ppigp .003389 . 02 4.209 OU ' 1578. 76 1028.9U 's.5e0 1032.422 155.0 8. 95 1.255 1033. 677 00 3.385 6.00 .09 .00 0 .0 13. 14 .OG190 .003071 . 04 4.2G9 .OU ' 1569. 90 1026.93 3.6U? 1032.529 155.0 8. 75 1.188 1C33. 117 .6D 3.385 6.00 .00 .UO 0 .0 , HYDRAU~IC JUHP .00 1589. 90 !028.93 3.185 1032.11`l ;55.0 10. 17 1.605 1U33. 717 .00 3.385 6.00 .00 .00 0 .0 , i4. 38 .OU190 .064677 . 07 4.209 _00 1609. 25 1028.95 3.067 1D32.022 155A 10. &6 1.7fi4 1033. 786 .00 3.385 6.00 .00 .00 C .0 ' 4 209 00 16. 6? .00190 .005306 . 10 . . ' 16?2. 9G 1028.99 [.°54 1031.544 155.0 11. 18 L 99? 1033. 885 .OD 3.385 6.00 .00 .00 U 0 `L1. 09 .00190 .006027 .13 4.209 .00 ' 1643 .99 10?9.03 2.097 1031.877 155.0 11 .'2 2.135 1034 .011 OU 3.3E5 6.00 .00 .00 0 .0 ;C .i9 .00201 .006616 .07 4.122 .00 ' 3 3 385 00 6 UO 00 0 0 1654 .78 1029.0~ 2.'9: 1031.849 155.0 12 .00 2.235 1034 .U8 .GO . . . . . ' 23 .20 .00201 .007288 1? 4.122 .00 16'7 .9i 1029.10 2.046 1031.794 155.0 12 .58 2.958 1634 .252 UO 3.385 6 AO .UO .UO 0 .0 ' 23 .85 00201 008291 .2U 4.12? UO 1?01 .62 1029.15 ~.000 1U31.746 155.6 13 .20 2.704 1034 .450 .G6 3.385 6.OD 00 .06 D U ' ` 122 4 UO 24 .0: 00201 .DC5436 l3 . . ' 1725 .83 1029.19 2.:GE 1031.902 155.0 13 .89 2.975 1034 .677 .6G 3.385 6.G0 00 .UO 0 U 23 .85 .00201 O1G747 26 4.1`i'l .00 , ' 11~ 1 FG515P Cli Pers i.[ PAGB 3 W6PER SURF~,C€ FFOFILE LISTING ' ~ile: U 3A16.WSP Stud}• Uate: o- 8- 92 T.i ne: 10:51 :47 Tk9Ci :~ ?o?-'s IuLU U6IL EANCH) ~ S2URH L'c FI6E: U's kIN i,INH "6" ; AlO.l~s'P p10 S~ATIOR IhVERT DEPTH R. ~. 6 VEL VE1 ENEkGY SUPEk CkITICAL HGT/ BASE/ ZL NO AV BPR BGEV UF FL04~ EI,E4 HEAI~ GRD.&L. EI,~V D6PTH UTA ID N0. PIB~ ~ bifiLEM 50 SF AVE HF NO&N DBPTH ZR ttifil~l3tltititiXfi~t Stt#Xtlti~t2Ci ittt#t#!t###%## ##t###t# %#iiiift iX#Sit2Yft##tltktf #itii##t# ##3# StttiYt#k#SSt Stittttf #ti3i t3Yii#t 3Yi ' 1749.69 1025.'l9 2.419 1U31. 6o? 155.0 19.52 3.212 1054.933 00 3.385 6.00 .00 .OD U U 23.76 OU2U1 .012`t94 .29 4. 122 .UO ' 1773.45 10?9.29 2.335 10~1. 625 155.0 15.22 3.599 1035.`L`19 OD 3.385 6.00 .0~ .OU 0 .0 JUNCf SiR .OUOOU .013?87 O.OG .00 ' 0 17?3.96 1029.29 2.3U3 1051. 593 153.9 15.40 3.682 16~35.296 .00 3.372 6.00 .00 .00 0 . ' 5.30 .00189 .013738 07 4. 196 .00 1778.16 1029.3U 2.264 1031. 5E9 153.9 15.57 3.7Ed 1035.349 .00 3.372 6.00 .OU .00 0 .U , 3.34 .UU300 .01406? .05 3. 512 06~ 1762.10 1029.31 2.`t't4 1031. 58d 153.9 15.67 3.812 1035.386 .00 's.'s72 6.00 .00 .DO 0 .0 ' JUNCT STR .21671 .009944 .04 .OU ' !788.76 103U.32 3.515 iC33. E35 150.3 10.19 1.612 1035.;47 .00 3.515 5.00 00 .00 U .0 5.47 .00198 U09450 02 5. OU0 .OG ' 1792.23 1030.'s's 3.6'r5 1D5ti. U08 150.3 9.72 1.466 ?035.472 DO 3.515 5.00 .00 .00 0 .0 20.81 .00198 .00398't .OB 5. 040 .9G ' ` 1813.U4 iD39.37 3.E5U 1035. 22 L 150.3 9.26 1.333 1035.555 .UU 3.515 5.00 .00 .OG 0 .U , 44.41 .OU198 .003596 16 5. 000 .00 1857.45 ?030.96 4.U41 1D54 .SG1 150.3 8.84 1.`l13 1055.714 .00 3.515 5.00 .00 00 6 .D ' JUNCT STR .OOi90 .003066 A2 .~~ 1869.61 103U.47 4.4'LO 1C's9 .E9U 193.9 7.81 .547 1035.E37 .U4 3.432 5.06 .00 .00 0 .0 ' 79.04 .00190 .0026EP 21 5. 000 .OG ' 1943.65 .030.62 4.511 1G35 .;31 153.4 7.E9 .91E 1036.099 DO 3.93'L 5.00 .00 .OU 0 0 dUNCT STk .5030't .00?656 0.00 ~~~ ' ~ ~7Z i' - FQ515P CU Ver e ?._ PAGE 4 W6T6ft SURFP.CE PF.OFI 6E LIST;kG ' File: U 'sA1G .~SP Stu~c t~ete: 6- 8- 42 `:'iee: 10:57 :4i mF~CT 2326?-3 IOID VAIL P,AN CH) S`:'UP.N DRkI~ LINE °P' ; 610 ' ~i~E: U3610.kSY STATIUN INVEES DEF'gfi R. S. 6 G E1, Vfib EhEPGY SUP6R CA.ITICAL NGTI ~~SBi ZL HO kVBPE ~LB~~ UF flOk' EIEP HERU GRD. EL. EI,EV DEPTN DIA iD AG. FiHH t L/~LEH SG SF AVE HF NORN DEPTH ZP, t##tii;i# txiik#tSt# F#tilliii;ikitttSittlt%1#%tit ti## i#tiftttf;it #;#t;i Xt;iStifkYYi #;I#Xk#it tYtS tillttiYititY3Y2YYii# tkttYY;3tY IiiJ3 ' 1943.67 1C30.63 5.~11 1035. 141 143.0 7. 67 .913 1036. 054 00 3.426 5.00 .00 .00 D .0 239.~0 .UD?U1 .002627 . 63 5. 000 AG ' 2192.67 :C31.11 S.iO~ 1035. 815 ?43.0 7. 46 .864 1436. 683 .00 3.426 5.00 .UO .06 0 .U dUNCT STP, .OU?15 .002606 . O1 .00 ' 218?.33 ?031.12 4.i1% 1035. 832 i93.0 7. 46 .863 1036. 655 .00 3.426 5.06 .00 .UO 0 .U ' 320.D1 .00200 .002816 90 5. 000 .00 ?507.34 1031.76 5.ODU 1036. 760 I43.0 7. 26 .8?9 103T. 589 00 3.426 5.00 .00 .00 0 .G ' 1UNCT S!'P. .90215 .003015 O1 .00 2512.00 103:.77 5.Oi~9 ?036. 715 IS3.0 7. 28 .8?4 1U37. 598 .OU 3.426 5.00 .00 .OU 0 0 ' 3?5.12 0019P .003015 98 5. U00 .00 I' 2637.12 103[.4`G 5.39~ 1037 .E16 143.0 7. 28 .824 1036. 640 .UO 3.426 5.00 .00 .00 0 0 H4URAOI,iC JOHY .00 , ?E37.:2 ?03G.42 %.010 1039 .46' 153.0 18. 62 5.3b6 1039. 8?3 .DO 3.4%8 5.06 .OD .00 0 .0 1.04 .OU199 023904 . 17 5. 000 .00 ' ' 2854.:6 16 s?.43 2.G4i 1035 .478 iS3.0 !8. 90 5.598 1090. G26 .OU 3.426 a.oo .oo .ao 0 .U ' 20.G4 06199 .026986 5? 5. 000 .UO 2864.19 ;032.47 LP?~ 1034 _9-06 143.0 19. 62 6.IOb 1040. 599 OG 3.42fi 5.00 .00 .00 0 0 ~i ~ 19.55 .UU199 .029727 . 58 5. 000 .00 , 2B8's.7i 1u32.51 1.?U6 1U59 .916 143.0 26. 79 fi.713 1091. 129 00 3.d26 5.00 .GO .00 U U ' 23.2? C1063 .033686 . 78 2. 641 .00 ~ 2906.95 1632.74 1.84b 1034 .689 143.0 21. 72 i.325 1041 .914 OG 3.4?6 5.00 .00 .OU G G ' 23.75 .U1~G3 938`l11 .9? ~. 641 .00 , i~3 ' - ROS15Y CD Ve rs `t.? PAC6 , Vi6THE SURFACB PR6F i;,E 61Si'iBG ' F;le: U3AI U.WSP Siudr Date: o- 6- 9: T: ne: 1Q:e1 :4' TRACT 2326i-3 IOLU VAI L P,ANCi:I STOS!'i DEAIN LIN6 "A" ; y10 , FILS: U3F10.RSP S3AYION INVERT DEFTB Itl. S. Q YEI, PEL ENSkGY SUFER CkITIC6L HG2/ BAS&/ 2L NO AVBPH ~~EV OF FLON &I,EU HEAD GRD .&I,. fiL&G DEPTH UTA ID N0. PIBS ~ LiELEH ~U SF AV6 HF NORlI DEPPH ZR ' #~Ykt3ltJ tY~#~t1t;i1 33t7Y;tiititttt#X#4t##ittlii #i#t ttl;Ttik#~Yti t#iil iXlitkSl2tYY; ltf2J1#t# IiIf{Sk##YIitiik31}$I;YtItY#iiiittt ;;t;t , 2930.79 1932.9B 1.T62 1034. 164 143.0 22 .7E 8.058 1092 .822 .00 3.526 5.00 .00 .00 0 .U 22.18 .U100`s . U43599 .97 2.641 .OU ' 2952.90 1093.?0 1.720 1U34. 9~4 193.U 23 .b9 6.864 IU93 .758 Op "s.A26 5.00 OC OG 0 .0 2Q.R4 .UlUG3 U49i35 i .U4 2.641 .OU ' ?973 74 !033 41 1 681 1635 074 193 0 25 06 9 750 1U94 819 00 3 426 5 00 00 00 0 0 . . . . . . . . . . . . . ' 19.66 .U1003 056777 1 .12 2.641 .UO ?593.d0 1G33.61 1.6G5 1035. 215 143.6 26 .28 10.?25 1095 .940 .00 3.428 5.00 00 .60 0 .0 ' d(1NCT STR .2TU95 U56267 .AG .~0 3000.56 1035.~5 1.95's 1037. 503 137.5 24 .H1 9.fi3B 1047 .146 00 3.349 3.50 .00 .00 0 .0 ~ 07 42 06239 049993 2 10 L 846 00 . . . ' 304`1.E3 :G38.17 2.00`L 1090. 1'S 137.5 29 .17 9.068 1099 .245 .OG 3.394 3.50 .00 .00 U .0 5~.36 0623P . 045233 1 .96 1.896 .GO ' 3085.99 1090.E5 2 A83 1042. 963 137.5 23 .U4 6.?49 iG51 .?U6 OU 3.544 3.50 .00 00 0 .0 dUNCT STR .Oo321 . 050514 40 .00 , 3U93 90 1041 38 1 750 1043 13U 121 8 25 31 5 951 1053 061 OG 60 00 00 0 0 . . . . . . . . . 3.261 3. . . ' 13.50 .U5399 u58826 .79 1.792 .00 3107.40 1Q92.11 1.145. 1043. 859 ~21.C 25 .35 10.013 1053 .867 CG 3.'t61 3.50 UO .UO 0 0 , 103.18 05~9~ 063067 6 .51 1.?92 .00 3?10.26 1047.66 1.682 1049. 362 1?1.8 `16 .6's 11.014 1060 .376 00 3.?81 3.50 .00 .00 U .0 ' JUNCT SPk 06854 . 667213 31 00 , 3215.?4 1U47.99 1.680 1049. 67U 121.i 2E .66 11.033 1060 .703 .OU 3.260 3.50 .00 .00 0 .U , 92.10 .067f3 . 067309 ? .B's 1.680 .UU ' 17y gp5;5p rli 'vers 2? PAGE 8 W AT.Ek SIIF.FACE FROE'iGE GISPING k'ilE: l~Jf.1~~ .M~sP Stlldp Uni.E: b'- 6- 4`L Zi OE: 1~:~1 :4~ TRA iT 23267-3 iOLD uG?L kF.N CH) STORY U&AIN LINE "6" ; 6'10 FI1H: 113RiU.WSP SPAT;UN INi~EF.7` UErYN fY. S. Q V EL VEI, ENEHGY SUPEE CEITICSI, HGT/ BASH/ ZL NO AVBPB Ei,GV OF FbOW fiLBti HEAD GRD.EL. ELEV USFTN D1A ID N0. FIH9 L!EI,EiS SU SF A~'E HF NUR!! DEFTH Zk #~ti##Yt#3 i;iikit#t# #t;;;;;;;ttfit#i;;i;#;IfYk#IlSxit ik#tttiiti#i 3;iXi;tX;~[titiYiiS tYtkYtlkt iXilt3titlSlktttttt2tttkktiYtYSItYY tttiY 3257.34 ;U50.8i 1.680 1052. 50D 1?1.T 26. 66 11.033 IQ63.533 .OG 3.?60 3.50 .00 .DO 0 .0 2!B.?1 .Go'23 089~05 15.Dfi 1.660 .OG 's475.55 lUfi5.S9 1.656 1U67. 146 121.7 2i. 15 11.499 1078.591 .DO 3.?60 3.50 .00 .00 U .U ,IUNCT SPE .07540 .0705G1 .33 .LU 3480.21 i9o~.86 1.659 1067. 519 121.7 2'1. U9 11.396 1078.915 .00 3.?60 3.50 .00 .UU D .0 25.3U UE121 .G6899b ?.75 1.591 GU 3595.61 1067.91 1.617 106a. 592 121.7 26. 71 I1.081 1080.672 .00 3.260 3.50 .00 .00 0 .0 53.75 09121 .063634 3.92 1.531 .UO 3559.23 1012.28 1.990 1074. G18 121.7 25. 4? 10.073 ?064.091 DO 3.26U 3.50 .OQ .UO 0 .0 33.71 .08121 .056030 1.89 L591 .90 3592.94 1075.02 1.867 1076. 82Y 1?1.? 24. 28 9.158 ?C85.9E0 .U4 3.?60 3.56 .00 .UO 0 .0 23.95 .081?1 .G99385 1.16 1.591 .00 361E.89 :616.96 1.6i7 1098. 837 121.7 ?3. 15 8.325 1U87.:62 .00 3.2E0 3.50 .00 .00 0 .0 dUNCT STP, .68154 .04550U .21 Ou 3621.55 1071.~9 1.89~ 10?9 .`l35 121.7 2i. ~9 8.139 :OE7.373 .UD 3.260 3.50 .00 .00 0 .0 36.16 .0`.~40'L .U93379 1.57 1.791 OQ 3657.71 IOi~.`l~ 1.936 1461 .2`L9 ;~l.i 2i. 'l8 7.7Q9 1U88.938 .00 3.260 3.50 .GO .uG 0 .U 92.64 .U54U? .639390 1.66 1.9~1 GU S~OJ.3F !Gfi1.oD 2.013 ?083 .616 1`L1.7 `l?. 24 7.008 !090.617 .00 3.260 's.~0 .04 .GO G .G 28.94 .0540? A34615 1.01 1.791 .GO 3729.29 10?3.16 [.059 lG85 .2~9 I^1.7 ?0. ?0 6.37! lUaL BlS OO 3.'l6G 3.5U .00 .U9 U .0 JUNCT S:'R .9543'r .U36E4b .29 60 ~~c ' F6'•?5P CD 8e*€ 2 .2 FAGE 7 wF."•.~E SURFACB PP.Uf?I,E LISiING ' File: U3Al 0.k'SP Study Uate: 6- b-92 Ti me: 10:51 :9'I TkACT 23267- 3 IObD VAI L P.n NSEI STOBM UEt~IN ;~.NB "A" ; 610 , FI6fi: U3k?O. k'SP SiATION INVEF;; DfiPfH W. S. Q i'EL 't8;. fiNERGY SUPER CRIiIGAI, HGTJ BASE/ ZI, NO At~BPP, EL~t UF FI,OW ELEV HFFD GRU.Eb. HI,EV I~6PPH UIP. ID N0. PIER ' 6'BLEM SO SF AVfi HF NORN DRPTH ZR filiklti2Y Ik13X1Yxt[ i#it#tti3iYk#Iit1;%t#ttittCk #tXi xt;tit#t#iX12 ;f;itikti tYiktiSti lttiiittt 3titYtt%Iii#IYt2tik##lkt##tt##ktt## I#2Yi ' 3737.20 1083.55 1.866 1085. 45o i1~.9 2? .64 i.271 109?.7?8 .DO 3.195 3.50 .00 .00 0 .0 34.E3 .05~9R . G38387 1.59 1.i14 .00 , 377?.03 1065.;7 1.933 1087 .403 112.9 2(~ .;1 b.657 1094.060 .OU 3.195 3.50 .00 .00 G .Q E6.49 .U539E . 03405! .9U 1.714 .00 ' 3798 52 1086 90 2 010 1088 910 172 9 19 'r4 6 052 l044 G62 UO 3 195 5U 3 00 00 0 0 . . . . . . . . . . . . . . , 1?_91 .95344 030796 AU 1.720 .04 3811.43 1U87.59 ~.U59 ;069 .n4? ?12.5 19 .18 5.913 109E•.3E2 .00 3.195 3.50 .00 .00 0 .0 ' JUNCT STH .U5E3E 031181 .25 .00 3819.59 lOBB.US 1.8`l2 10E9 .Ei2 97.d 19 .'t9 5.795 1095.617 .00 3.039 3.50 .00 .00 D .0 ' 79 45 038E5 031267 1 93 '134 i 00 . . . . . , 3865.38 1089.82 1.674 1091 .659 97.4 18 .57 5.356 1097.U50 OD 3.039 3.5U .00 .00 U .0 1.BB .037'~7 029763 .Ufi 1.752 .00 ' 3E67.'l6 IG89.8~ 1.676 109L ?E6 97.d 16 .a~ 5.34? 10a1.107 .00 3.U39 3.50 .9U UO 0 0 JUNCT STR .50000 . UP97E2 U.DO .00 ~ 3867.28 1089.y0 1.874 lO9F .7i9 97.3 18 .55 5.343 1097.117 .00 5.037 3.50 00 .00 0 .0 , 12.34 .038E3 u[9228 38 1.730 .00 3879.62 109U.?8 L P94 1092 .~?3 9?.3 1~ .31 5.205 1U57.9i6 GO 3.~37 3.50 .(JG .00 0 4 ' 33.7b .03883 0?7035 Q1 !.730 .00 3913.38 1091.6a 1.969 109"s .659 97.3 1? .S5 4.730 1U98.389 .00 3.U37 3.5G .00 .00 0 .0 ' 12.33 .U3BE0 Oi4615 30 1.731 .OU ~ 3925.71 1092.17 2.006 1095 .174 37.3 17 .66 4.517 1U98.692 .00 3.D37 3.50 .UO .00 0 .0 ' 20.22 .03b5~ 02[496 95 1.731 .00 i , ~G R0515P CD Vers 2.2 PAGE fi G6~6R SORFACE PEUBILH LISTING File: U 3E16.W5F StuOy Date: 6- 8- 92 Ti me: 10:51 :47 TRACT 23267-3 IOLU VhI1, &ARCH1 STORl; G&AI~ LIH6 "A' ; Q10 FiLE: G3Al0.f~SP STkTIGi1 INVEP,T DEFTH W.S. Q VHL VfiL 6NfiRGY SUPBR CRiTiCAb NGT/ BP.SEJ Zt, NO AVBPR ELBP OF FLO'~ ELHt HEAU GP,D.EI. E~EV DEPTH bIA ID NU. FIEE L/ELEM S6 SF A~'E HF t~DR~ DBPT~' ib #tifif#Ytix1#tY#i#1# #ttt#tiYkSxlk#t~~#tikktkitxti x;#tYkS# tt#1tt~#k#i#ti#ktttittl#i#Yt#;ttk4t ti#i iiitlttiltti# #%kYt#iiti~tt t#tk# xf3ti 3945.93 1092.95 2.U8i 1095.490 97.3 ?6.26 A.lU7 1099.146 .0'v 3.D37 3.50 .00 .00 D .0 15.?E .U3880 .019905 30 1. '31 .00 39fiL19 iG43.54 2.172 1095.71i 97.3 1`..51 3.733 1095.456 .UO 3.037 3.50 .00 .00 0 .0 11.i4 .0388G .017690 .?1 1. ?31 .00 3972_93 iU94.0U i.263 1096.163 97.3 14.78 3.399 1U99.657 .00 3.037 3.5U .00 AU C .0 P.i4 .03BBG .015664 .14 1. 731 .00 39B'L.07 10~9.36 2.300 1096.715 87.'s 19.10 3.085 1099.801 .00 3.039 3.50 .00 .00 U .0 9.10 .0368U .013~91 .10 1. 731 .OD 3989.17 1094.53 2.464 1097.Oa5 97.3 13.99 2.865 1D99.900 .00 3.037 3.50 .00 .00 U .0 5.d0 .G388D 012946 ~7 1 .731 .00 3994.5? 1094.84 2.57i ?09i.917 97.3 1`1.81 2.55U IU99.961 .00 3.037 °.50 .00 .00 0 .L JUf+CT STR .03795 .010464 98 .00 490?.48 1095.14 2.993 1098.033 9i.i Il.S2 2.0?4 1100.05T .00 3.035 3.50 .00 .UO 0 .G 12.E4 O1C?8 .OOB654 .11 2 .??7 .OU 4015.?2 10P6.27 3.0?5 1098.305 97.1 1D.9fi 1.864 ?100.169 .00 3.035 3.SU .OQ 00 G .U I~~ F051SP NRT6R SUAFdCB PAOFI66 - CAdNNBL D6fINiTION LISTING PAGfl 1 File: U3dlID,NSP Stud9 Date: 6- B-92 Pine: 1~:~6: i CAAD 56CT CHN N6 OF dVE PIBP. HEIGHr 1 bASE ZL ZR INV Y(1~ Y12~ Y~31 fl9) P(51 PI6! Y171 Y~B~ Y191 PU01 CODE NO T-PE PIERS NIDTH PIAHETER VIDTN DROP CD 1 4 1.50 CD 2 2 0 .DO r~00 3.17 2~00 F0515P RATBR SURFdCE PftOFILE - 4ITLE CARD LISTINC HBADING LINB NO 1 IS - TRACT 23267-J (OLD l'AIG &ANCH~ flBADING LIN6 NO 2 IS - STORB DRAIN LINE "A-1"; Q10 96ADINC LINB NO 3 IS - FILE: U3A]lO.NSP FD51SP WAPBR SUAFACE PROFILE - BLBNENT CARD 6IS4INC SLBNBNT NO 1 IS A SYSTEN OUTLBT ~ k ~ U/S DATA STASION IAVBR4 SBCT .00 ]031.5d 1 61ENBNP NO 2 IS A PBACH # = x U!S DATA STATION INVERT SECT N 13.60 1031,78 ] ,013 BLBN6NT NO 3 IS A kAL1 ENTR6NCB ~ UIS DATA STATION INYERT SECT FP 13.6D 1D31,78 i ,200 616HENT NO d IS A SPST6H flBADW0AH5 > U/S DATA STdTION IAVBRT SBCT 13,60 1~31.18 2 t PAGB NO 1 PACB NO 2 M S B1BV 1031.62 RADIUS pNG16 ANG PT NAN 8 ,00 ,00 ,00 0 N S ELBV 1031,T8 /7~ ~~ kAkRING N0. 2;x - kAiER S~~F.FNCE EiEVATIOR GIVEN IS LESS THF.R Gk 60GA1S ]NVERf EiEVP,TION ?~ HDWLDS, W.S.6~BV = INV + UC FOS15P CD Vere ~.? PAuE 1 6'AT.6f, SURFACE FHUFILE LISmiRG Fils: U's61!G.k~r Studp Date: E- 8 -9[ ?i ~e: 11:20:35 "i:ACT 23?fi7-3 fObD Pt~I6 RANCHI ~YOHH U[tAiN LINfi "d-1"; 910 FI~E: U3A110. WSP STATION IIIPERT. DEFTH W.S. G VEl VE~ EN6RGY SUPBE CP.ITICAL HGT/ BASH/ ZL NO AVBPR FI,HV OF FI,9R 61€V HEAU GRD.Et. El6V U~PTA UiP. Il N6. PIHG~ L/8L6tl SU SF AVB HF NOR~ DFPTH ZR iS#i3#ili t###~~itYk #ttxtYiit#%i#~S##~~ X####~t##t.t#liixi#! f#i##lt i~ltk#t#~i###13tiik fk#t#SI##t%ti iti#lttilt#ittiiY#til tiii3 Yttti ttk#% .00 1031.54 .385 1031.925 1.8 5.03 .393 103?.319 .UO 505 1.5U 00 .00 G U 4.82 .01765 U13369 .O6 . 364 .OU 4.62 1031.05 396 1G32.021 1.8 d.8'[ .361 iC3?.362 .00 .505 1.54 .00 .OU 0 .0 3.21 .(~!'65 . 011188 .69 . 3fi0 00 8.03 1031.68 .4!U 103~.09? 1.8 9.6D .328 1032.420 .00 .505 1.50 .00 .00 0 .0 2.16 .U1'65 . 010315 .02 . 360 .06 10.18 1031.72 .424 lU31.194 1.8 4.`s8 298 1032.442 .UG .505 1.50 .00 .00 0 .0 1.90 .01765 UG5027 O1 . 3fi4 .00 1L 59 ?031.74 .939 1C3`t.169 L 8 ~.16 `L?1 1D32.455 00 505 LSO .00 .00 0 .0 .99 .01765 . 009901 .9! . 36G OG i?.56 1031.76 4b~ 1~32.?16 1.& 3.9n L9E 103?.962 .DO 505 1.50 GO .DD 0 .0 .60 .G1766 . 006916 0.00 . 360 .UU 13.17 1031.77 .47U 10~2.293 1.8 5.60 .`L29 1032.967 .00 .505 1.50 .GD .OG 0 .4 .38 .01785 . 006055 O.UO . 36U .OU 13.55 1Q31.1E .986 1032.265 1.6 3.62 204 103`L.469 .00 .565 1.50 .00 UO 0 .0 .05 .01765 . OU52E6 0.00 . 360 .00 13.6U 1U31.78 .565 1032.'l85 i.6 3.49 169 1032.469 OU .505 1.60 .00 AU 0 .0 k'AbL ENT RANCB .OG 13.6U 1031.78 .75! 1032.531 1.8 E5 .U?1 1U32.542 .00 .299 5.00 3.17 .00 0 .0 i79 TI TkACf 23[6%-3 ~OLD VAI6 NANCH) T? STORH DR9?N I,INE "d-?"; Q10 T3 FILF: U3E%~O.ASP SO .UG103?.02 1 10e,.58 R 28.041U33.90 1 .013 N6 28.041033.9U 2 200 SH 28.041033.90 ? 1033.90 GD 1 4 0 .UO 1.50 .00 .00 .OU .00 CD ? 2 0 .00 S.OU 3.17 .00 .00 2 GO Q 4.4 .Q 00 .ao a ~~0 F051~? NP.THF. SUR~P.CF ~ROFILF - CHANN6L bgFiNITIDh I,ISTIt7G F6G& i File: U3E':1G.WSP Stcdy Date: 6- B-92 Time: 11:51:20 C9RD S6CT CHN Nu GF AF& P?EF. iIEiGAT 1 bASE Zl ZR IN6 Y(1) Y(2) Y(3) Y~SI Y(6) S'I61 T(?) YfB1 Y;9) Y~iD) COU6 AO ':YPE PIERs' WID~H DIAM~TEH WIDTB DROP C6 1 a 1.54 CD 2 2 f~ OU 5.00 3.1? ?.OG R0515P NAT6k SL~RFAC& YkOFII,E - TIPLfi CP.ED IISTING HFAUING I„NE ND ? ?S - T.k9CT 23267-3 (OI,D i'EIL ~ANCH) H6ADING ?,IF~ NO 2 ?S - Si0$K DF.AIN LINE "A-2"; 910 HEADING 1?NE NO `s ~S - FI?,B: 03A%lU.KSP F0515P WATER SURFACE PROFIIE - ELHMENT CARD 6ISTIN6 ELSHENP NO 1 IS A ~YST%8 O~TLS: s ~ ~ U/S D9i~ STATION INpERT SEC7 .00 1032.6! i EI,EHENT t7U Y iS A F.E6CH + ; + OiS D6T~ 'sTAPIUk iNl~fiF.T SEC?' N 26.04 1U33.90 1 .u13 5?,EN,ENT NO 3 IS A ViAi,L EN.TRP.N^E ; NS G9?S S?F.T?UN ?NVHHT SBCT RP `18.04 1U33.90 _ .~00 ELEMERT NO 4 IS H s"Ys'TEM HFADkORES ~ OJS UA.iA ST.F.T.IUN INIiERT SECT 't8.04 1033.94 2 # FkG6 60 1 PAGH NO Z W S SLSV 1031.58 F.AUIUS ANGI,B ANG PT H9N H .00 .00 .00 0 W S ELBV ?033.90 181 t't WABti'.~~ B0. 2 x~ - Wn`:EF. Sf1F:FACE ELECpTION G?FfiN IS iESS THAN U5' EQLip?,$ 18P%Eq ELHV6T;ON :F 9DAED's, k.S.EI,kV =?6'~ ! DC EkRUk H~'SSF.uE NC. Z- WAYEk ,Si1kFACE ELEV6":'ION G1VEN IS LESS iHA.k lF: E^aUALS INVfiRT fiIEPATION i~ OTI,PUS, F.S.HLEV = IN~' + DC FUy15P CI~ i'ers ~. ? PA6E 1 WATHk S(IHFRCE PflOF ILE LIST?NG Pile: U~h210.WSF Stud,v Uei-e: 6- 8-92 Ti oe: 11:51:20 TE~fT. ^3267-3 IOLD VkIL &ANCH~ SiGBN DFn?B b IN& "A-2"~ Q10 P?LH: L'36?lO. IiSP STAT108 INVERS DEFS~H W_5. Q VHL 4EL EN ERGY SI;PEH CRIPICAL HGTI BASE/ ZL NO AVBPE Ei,EL' OF FLOw ZiEG HEAU GF.D .EL. ~I,E4' DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF HOfltl DEPTH Z6 zttsrrr~: ,rzztcxrzs trxrraxr~rxc:xrrxz: +xtar~r~r~ttr~~artcxzzz~rr r~rvi arrscc;~crcxx ~a:xxxcrttrx; ::rsr::xxx::~#xRititt tx::tr~ta~ tts~r U.00 ~032.02 .436 1U32 A58 4.4 10.25 1.632 10's4 .040 .00 .BOS 1.50 .00 00 0 .0 6.7? UE705 .0477'l5 .3% . 41U .UO 6.77 ?032.47 952 ?032.926 4.4 9.id 1.485 !034 .410 OU .805 1.50 .00 .00 0 .0 4.71 .Uo705 . 041717 .?0 . 410 .00 11.48 1G's2.79 .96B 1035.257 4.9 P.3`L 1.350 1034 .607 .0[~ .805 i.SO .00 .06 0 .0 3.47 .G6705 . U3fio0~ .13 . 410 .UC 14.9F• 1033.02 .4E5 1033.507 9.9 8.39 1.2?1 1034 .734 06 .805 1.50 .00 .UO 0 .0 2.7U .U67U5 . 032074 .09 . t10 .90 17.65 1033.20 .502 iG33.705 9.9 8.48 1.1':6 1039 .821 .00 .8D5 1.50 .DO DU 0 .0 ?.?4 .G6705 928103 .Ofi . 41U .UG 19.i9 '03~.35 5?D 1~33.96i 9.9 8.U8 1.O1S ?C34 .681 .UO .805 1.50 .CO .00 0 .0 1.75 .05705 . Q24o?5 .U4 910 .OG 21.c4 1033.46 a39 1U39.002 9.4 9.?i 92? 10"s4 .924 OG .805 1.50 .00 .00 0 .0 1.4D .G67U5 U215G0 G3 . 410 .UU 22.96 !033.5E 5a8 1634.116 9.4 1.35 .838 1039 .955 .00 .805 !.5G ~0 .U6 0 .0 1.11 D6?05 . D18943 .G2 . 410 .Gb ~4.ti 1033.64 .5?6 1034.215 9.4 7.01 .7F2 1034 .ST7 OC~ .805 1.50 .00 uQ 0 .6 .5fi .0&705 O16o19 .G2 . 4?0 00 25.07 i03~.~0 S~~ 1034.30U 9.4 6.E8 .693 10'sS .99`s .00 $05 1.50 .00 .UO 0 .0 .80 O6?05 019Si9 .U1 . 410 OU ?5.E7 1033.75 62U IG35.375 4.9 6.37 .63~ :U?5 AD4 OP .805 1.50 .OG .6G 0 9 .53 .O6?p5 . 0!2T95 0! . 91U .OU 18Z FQ615Y CI~ Ver= 2 .^ P6SE . WAT.BF. SORFACE PEOF?LE IIST.IN~ File: U3A21C.WSP Stndy bate: 6- 8-92 Ti me: 11:5? :20 'iP.P.CT 23?6i-"s IG~D i'RI6 RANCNI STORN DF,kIN t ?NC "d-2"; Q10 E?~6: U3F.Z1U. ftSP STATIGt~ INVEkT DEPTA G.S. Q VEL PEL EiIEkGY SUPEE CR?TICAb HGT/ 9ES5! ~b NO AVBPE ~LHV OP FI,OW ~LEV H6AU GRD.H6. ELEV DEPTH DIA ?D N0. FIEk L/EiEH 50 SF EUE NF RGRH DEPTH ZF. it##it#iX ttd#iltiiX 3#t#kiifti###i#i#23 iiti#fXtt###~kitiSi Ti%kftl Yitf#271S Et#;ktkiS #ki#fiiiti tttt#7ii#t~X#ii#itii2tt2Y SY#it iiiY2 tYtY2 28.50 1033.80 .653 1034.440 4.4 6.07 .572 1035.01? .OG .805 1.50 .00 .00 Q .U _5D .08705 . U11243 .Oi 410 00 27.01 1033.83 .68i 10's4.~9tl 4.4 5.?9 5`LG 1G35.Q18 .00 .BG5 1.50 00 .00 G .0 .39 .06705 . G09884 0.00 .410 .00 ?7.90 1033.86 .69% 1039.599 4.9 5.52 .973 1035.0'i2 .UO .805 1.50 .40 .00 G .0 .?9 .O6?05 . G08693 0.00 .410 .00 27.69 1033.88 7i8 iG3d.594 4.9 5.26 .930 1035.025 .00 .895 1.50 06 .00 0 .0 .?0 .06705 . 007698 0.00 .410 .00 27.89 1033.89 .745 1034.635 9.9 5.02 .391 1035.OY6 .00 .B05 1.50 00 .OU 0 .0 .:1 .06705 . 006?35 0.00 .SlU .90 28.U0 1033.9U .7~4 1034.671 9.4 9.76 .355 1C;,5.027 .GO .BU5 1.5G .UO .00 0 .0 .04 06705 . 0053?6 O.OD 410 .00 28.~9 1033.90 .BC5 i034.705 9.9 9.55 .3?? 1035.027 .UU .805 l.50 .00 .00 0 .0 WALI, ENT R6NCE .00 2$.04 1033.90 1.G3c 1035.139 4.9 1.2G .022 1035.1fi1 .00 .995 5.00 3.17 .00 0 .9 1 ~'~ Tl TRdCT 232fii-3 IOLD VAIL AANCdI T2 STORN DRAIN LIHE "A-:"; 910 T3 FI6E: U3A3.MSP SO .D010~2.2E 1 103!,89 R 1.9110J?.S3 1 .014 R 26.ill033,71 1 .013 NB 26.111033.71 2 .200 SN 26.111033,71 2 ]033.71 CD 1 4 0 .o0 1,50 .00 .00 .00 .00 CD 2 2 0 .00 4.00 3.17 .DO .DO 2.00 Q 4.3 .0 00 ,00 ~ ~y FUSiSP Nb?Bfl SI~RFdCE PROFILB - CdANNBt DEFINITION 6ISTING PAGB 1 File: U363.kSP Studp Date: 6- B-9: Pine: ]"s:2E:~6 CARD SBCT C9N NU OF ~VR PIER H6IGNT 1 BASE ZL ZP IN9 VI11 ~'121 F131 P141 5151 FI6) Y1.7i P18) 5191 vi~o~ CODE NO TPPE PIERS NIDTH DIAHETBR GIDTH DROP CD 1 4 ].50 CD 2 2 0 .00 ~ 5.00 3,17 2.D0 F~S15P WATBR SURFACE PROFILF - TITLE CARD LISTING HEADIAC LIN6 NO ( IS - TRACT 23267-J 106D YAIL R~NCAI BEdDING LINE NO 2 IS - STORN DftAIN LINE "A-1"; Q10 HBpDINC LINE NO 3 IS - FIL6: t~361.NSP F05 14P WATBR SURFACE PROFI6E - EL6NENT CARD LISTING fiLBH6NT AO 1 IS A SPSTBN OUTLBT ~ x ~ U/S DkTA STAPION INVBRT 56CT .00 ]032,22 l 6LBHBNf NO 2 IS A P.6ACH ~ x ~ UIS U6TA STATION INFERS SBCT H 1,9~ ]032,33 1 .014 6L6HSNS NO 3 IS A RBAGH t # + UIS DdTA STATION INVEP.T SBfT N 26.ll IG33.i1 1 ,013 EL6NENP NO 4 IS A IIAL1 ENTAANCB x UIS UETA SfATION INl'EkT SHCT FP 26.I1 1D33,71 2 ,200 ELBNBNT AO 5 IS A SVSTSM HEADWORHS ~ U/S DkiA ST6TION IAVBRT SBCT 26,11 1033.71 2 s PAGB NO 1 PAG6 NO 2 M 5 E16V 1034,89 RADIUS ANGLB ANG FT tlAN H ,00 ,UO .00 0 RADIUS ANGL6 ANC PT NAN A .oo ,oo .oo 0 11 S 6L8V 1033.T1 (~S st WpRNING N0. 2 xx - MATEfl SURFACE E6EVASION GIVEN IE LESS THAN 6@ EQUhLS INl'ERi BL6VATIUA IN HDWHDS. A.E.6LEY = INV + p,^. FOl15P CD Vers 2,E PdCE i GhPS ft SUftFAC6 PR~FIGE LISTING Gii=: ~3A3.YSP Studp Gate: 6- b-92 Ti ne: 13:22:1£ t~ACT 23267-3 iDLD VAIL RANC91 STORH DR6IN Li NE "A-~"; @]U RILE: U3A3.NSP STATION INV6ftT DEFTH G.S, Q VEL V6L 6N6RGY SUPBR CRITICAL ACTI BASB! ZL NO AVBP& ELEV OF PLON ELEV N6AD GRD.BL, EbBV DEPTfl DIA ID N0, P?BR 1/6LEN SO SF AVB NF NORtl DEPTN ZP. #SSii#iti iitkt#?#i3 kFiYikiY#iii#Fi#titi ii;tk#fittti%tki;k#i;kkiti #ittk7i#t ~;#kiiiki #ikiitkiitki;#kii#t ittk;#tii;t};># kSitkiikYi itFia .00 1032.22 2.670 ]034,890 4.3 2,43 .092 1034,952 ,00 ,195 1.50 ,OD ,00 0 .D 1.45 ,OS664 ,001943 0.00 .94U .00 1.94 ]032.33 2,~64 1014.8?4 4.3 2.43 .D92 1034,986 .00 ,995 1.5D .00 ,00 0 .D 19.20 .0571D ,001657 ,03 .420 ,00 21.14 1033,43 1.500 ID34.92fi 4.3 2.43 .092 10~5.018 .00 ,995 ].50 .UU .00 0 ,D 2.39 .05710 ,001542 0.00 ,920 .OD 23,47 ]OJ3,56 1,36D 10~4.919 4,3 2,55 ,101 1035.021 ,00 ,795 1,50 ,00 ,00 0 ,0 1.26 .0~710 .001519 0.00 ,420 .00 24,7~ 1033,fi3 1,2E0 ID34.911 4.3 2.68 .lll 1035.022 .00 ,795 1,5U ,~0 .UO 0 .0 1,01 ,C~71U ,401642 0.00 ,920 .U~ '15,7d 1C33.69 1.213 lOS4.902 4,3 2.B1 .122 1035.024 ,00 .795 1.50 ,00 ,PO 0 .0 ,37 .05910 ,OC1753 0,00 ,420 ,0~ 26,11 ]033.71 1.188 ]034.898 4,3 2.87 .126 1035,~25 ,00 .795 ],5~ .~0 .00 0 ,0 YALL 6NS P,dNCE ,00 26.17 !033,71 1,39D ]035.ID0 4.3 1.04 .017 1035. ll6 .00 .469 5.00 :,17 ,00 0 .D I~~ TI TRACT 2~2Ei-3 IOLD VkIL R6NC8) T2 STORN ~EAIN 6INE "Ayl"; ~lU T3 FIIE: UaA9.ASP SD .U01032.42 1 ]031,89 ft 9,001032,BS 1 .U19 R Ii.1i1033.71 I .OIJ WE 12.171033.71 2 ,200 SN 1E.1710?3.41 2 ]033.71 CD 1 4 0 .00 ~.so .oo .oa .oo .oo CD 2 2 0 .00 S.OD 3.17 .00 ,00 2.00 @ 4,4 ,0 .00 ,00 ~~7 Fos~se V.AT~R SURFACE PftOFILE - CAANNBL DBFINITIDN LISTING PAGB 1 Rile: U3A9.'ASP Study Dnte: 6- 8-92 Pine: 1~;24:1i CAAD SECT CHN NO OF AVB PIBR H61GH4 1 BASE ZL ~R [NV Y(1~ 4'121 Y13~ P141 -(51 YI61 Y171 °1,81 Y191 P1101 CODE NO T9PE PIERS NIDTH Di6NCTBR WIDTfl DROP CD 1 1 1.5U CD 2 2 0 ,00 5,00 5,17 2.OQ F0515P WATBR SURFACE PROFILE - TITL6 CARD LISTINC HEADING LINB NO 1 IS - TRACT 232E7-3 (OLD VAIL &ANC9) BBAD?NC LIN6 NO 2 IS - STORM DRdIN 1IN& "A-N': C1D B6ADINC LIN6 AO 3 IS - FILE: 0"sA4.WSP R06 1SP WAT6R SURFACE PROFILE - SI,BHENT CARD LISTING ELBNENT NO 1 IS A SPSTBd DUTI,Bf ~ k # U/S DATA STATION INYBR4 SfiCT .00 ]032,42 1 &I,BdBNT NO 2 IS A RBACH # ; x U1S DATA STATIOA INVERT SBCT H S.DO 1032,BS 1 .011 ELBMEN'f NO 3 IS A ABACH z > ~ U1S DATA StATIOA INVBRT SECT N li.l± 1033,71 1 .013 SL6N6NT NO 4 IS A NAL6 ENTRANCE # UiS UATA STATION INVERT SBCT FP IE.17 ]033.71 2 ,200 666NHNT a0 S IS A SPSTEN H6ADAORRS $ U,'S DAPA STATION INV6RT SECT ii,17 1o33,'rl 2 s PAG6 NO 1 PAGB NO 2 Y S ELSV 1034,89 RpDIUS ANCLB ANG PT tlAN H ,00 ,00 ,00 0 PADIUS ANGLB ANC PT HRN 9 .OD .00 .00 P W S BLBV 1033.71 ~~~ tz YARNING F0. 2!i - WAiER SUfiFACE H6EVALION 6IVEF IS L65S THAN OF. E9UALS INVERS EL6VATTON iN HDRHDS. N.S.BLEY = INV + DC R0516F CI~ Vets 2,2 ? !.3E 1 WP.fER SURFACE f60FILE LISTINC File: USAS.~SP Stude Gaie: 6- S-9E Ti ne: 13:29:4! TPACT 232F7-3 106D VAIL fthNCdi STORH D~6IN LI N& "A-4°~ 6:b FIL 6: U3A9.kSP STATION INVBf.T DEPTN A.S. q YHL VBL BN6P.CY SUPBR CftITICAL HCSI BASBI iL NO AVBPA fi1~V OF FLON BLEV N6AD CRD.BL, ELBU DEPTfl DI~ ID N0. PIER L/RL&N SO SF AYE 9F HORN D6PTH ZA ####kt#tk iliYikYitt t%ktt#!#F#i3###;#t## ######iitR#isFt#t Y#ii##3# tiii##i#ki###tiiki ;#t3i#!;###i i#ktitkt%#ii#tki;#ki%# ki#ki SitYt itkii .00 1032.~2 2.470 1034,69U 4,4 2,59 ,096 1034.986 .00 .fl05 1.5D .DO .00 0 .D 4,00 .10751 .002035 .O1 .370 .OP 4.00 1032.85 2.048 1034.898 4.4 2.49 ,09fi 1034.994 ,00 .805 1.50 .OD .00 0 .D 5,30 .i0526 ,001735 .O] ,360 ,OD 9.90 1033.41 1,5UD 1D~4.907 4.4 2.49 ,U96 1G35.004 ,60 .805 1,5D .OU ,00 0 .0 1,25 .10526 ,001625 0,00 .360 ,UO 10,54 1033,54 1,360 1034.8?9 4,4 2.6t .ID6 1035.005 .OU .805 1,5D ,00 ,00 0 .D .6? .10626 .001688 0.00 .360 .00 11.21 1G33,61 1.28D 1~84.889 4.~ 2.74 .116 1Q35,006 ,00 ,805 1,50 .OD .DO 0 .0 ,53 .105`e6 .001719 0.00 .360 .00 11,75 1U33.6i 1.213 1D34.879 4.4 2.87 .128 1C35.U07 .00 .fl05 1.50 .OD .00 0 ,0 ,42 .105?6 ,OO1E87 0,00 ,360 .0~ 12,17 ]033.91 1.15b 1D34.868 4,1 3,~1 .140 IC35,008 .00 ,805 1,50 .00 .OU 0 .0 WALL BNTRANCE .00 12.17 ]033,71 1,9?9 1D~5.D89 4.4 1.~7 .D18 1G35,106 ,00 .475 §.00 7.17 .00 0 ,0 tg9 T1 TR~C7 23267•3 (OLD VAIL RANCH) T2 STORN DRAIN LIN6 "p-S"; 910 T7 FILB: 03A5,NSP SO .007032.38 1 R 51,1210a4.85 l ,D13 R 52.121031.90 I .02~ N6 52,121034.90 3 .200 SN 52.12103~,90 3 CD 1 ~ 0 .00 1.50 . CD 2 4 0 .DO 5,00 , Q .8 .0 ]0"sS,14 103~.90 00 ,00 .00 .UO OD ,00 ,DO ,00 00 .DO DO .00 1 ~I Q F05lSP WAT&R SURF~CS PRDFIbR - CHANN6L DSFIHITIDN LISTINC PAGB 1 Rile: U3A5.RSP Study Date: fi- 8-92 4ine: 13:52;~1 CARD SBCT CHN NO OF AVB PIBR H6IGHT 1 BASE ZI ZR INV YII~ P121 Y(3~ Y19! Y(5~ P161 91~~ FIEI Y(91 PI1D~ COD6 NO TYPE PIERS WIP;H DIANET6R AIDTH DROP CD 1 4 1.50 CD 2 4 3,00 F051SP AATBR SURFAC6 PftOFILE - TITLE CAftD LISTING HEADING LIN6 NO 1 IS - TRACT 23267-~ (OLD VAIL RANCH~ dfiADINC LINB NO 2 IS - STDRN DRAIN LIN6 "A-5"; Q10 9BADIHC LINE NO 3 IS - FIL6: U3A5.WSP FCS 15P ~AT6R SURFAC6 PROFILB - ELBNBNT CAP,D LISSINC BL6Y,ENT NO I IS A 5-STBfl DUTLBT ~ x $ U/S LATA STATION INV6RP S6CT ,00 1032,38 1 6LSNBNP HO 2 IS A RBACB ~ ~ # UIS DATA SPATION INVERT SBCT N 61,12 103~.85 1 ,015 BL6dBNT NO 3 IS A R&ACB ~ _ ~ U15 DATA STATIOA INVERS SBCT N 52.12 103~.90 1 ,021 SLBNBNT AO 4 IS A MALL 6NTRANC6 x U/S DATA STATION INVERT SBCT FP 52,12 1034.9D 3 ,200 ELBY,EAT NO 5 IS A S9STBN H6AONOP.ES x UIS DATA STATION INVBRT SECT 52,12 ]034,90 3 t PACH AO 1 PAGB NO 2 W S 616V 1035.14 RADIUS dNGLB ANG PT NAN 9 .00 ,00 ,00 0 RADIUS ANG6B ANG PT HAN 8 .00 ,00 ,00 0 Y S B16V I034.90 19i #k MAftNING ND, 2+; - MATBR SURFACE BLEVAfION GIVEN IS L6SS THAN 0~ 6PUAL5 INVEPT ELBVdTION IN HDNHDS, A.S,BLBY = INV + DC PDS16P CD Vers ?,? PdG6 1 NATER SUARACB PP.OPILS LISTIHC Pile: U3A5,NSP Stodc Date: o- 8-Pi fi ne: 13:62 :31 PP.ACP 23267-3 IDLD VAIL RANCflI STORN DRAIN 1? NE "A-S"; Q10 FILE: U3~S.WSP STpPION INV6RT' DEPTA V..S, g UBL VBL 8H6BG- SUP6R CRITICAL HCTI 6ESBl Z6 NO 6VBPR E66V OF F60N BL&V HEAD CP,D.BL. 66BV D6PPN DIA ID N0. PIEP 1/HLEN SO SF AV6 AF NORN D6PTH ZR k####~###i#ltit#t## #i#tt#32#Yiitfii~#kit tkii##R3#kit#kSi fFiikki3k t#tk#t#kk3##k1i##S ikk#i#k3ft#titiii#k 3#f#i#k#SXi#SS#ii#tkiitFt iizt% ,00 t032.38 2,76D 1035.140 .B .45 ,003 1C35.143 .DO .333 ],50 .00 ,00 0 .0 26.11 .D9832 .00005i 0,00 .200 .00 26,11 ]033.64 1.500 IOJS.1~1 ,8 ,4S ,003 1C35,145 ,00 .J33 1.50 .DO .00 0 .0 2.8? .09E32 .OOOD54 D.00 .200 ,00 28.98 ]033.78 1,360 1D95.110 .8 .47 .00~ 1035,194 ,00 ,333 1.50 ,OD .00 0 ,D 1,65 .04832 .000052 D.00 .2D0 .00 30.63 1033.86 1.280 1035,140 .8 ,50 .009 fU35.144 .00 ,333 1.5D .00 ,00 0 .0 1.38 .04832 .000057 0,00 ,200 ,00 32.01 1033.93 1.213 lOJ6.140 ,fl .52 .004 1035,149 .00 ,933 1,5D .DD .00 0 ,D 1,19 ,04832 ,OOOOfi3 D.00 ,2D0 ,00 33,20 ]033.9fl 1.155 1D~5.199 .8 ,55 .OD5 1035,144 ,00 .333 ].50 .OD ,00 0 .0 1.09 .D4832 .000069 0.00 .200 .00 34.29 103~.04 1,102 1D33,1J9 .B ,54 ,005 1035,144 ,PO ,333 1.5D .UO .00 0 .~ .98 ,09832 .090077 0,00 .200 .00 75,28 1034,08 1,051 ]D35.1~9 .8 .60 .DD6 1035,144 .00 ,333 1.50 .00 ,00 0 .D .90 .04832 .000087 0,00 .200 ,00 36.1B 1034,13 1.O1D 1035.t38 .B .63 .DD6 1035,144 .00 ,133 ].50 .00 .00 0 .D .86 .04832 .OOOD97 0.00 .2D0 ,00 37.09 ]034,17 .966 IOJS.t37 ,8 .66 ,D07 10~5,144 .00 ,JJ3 1.50 ,OD ,00 0 ,D ,79 .04832 .000110 0,00 ,200 ,OD 37.83 ]034,21 .929 ID15.IJ7 ,8 .7G ,008 10~5.144 ,00 ,333 1.5D .OD .00 0 .0 .73 .0~832 ,000124 0.00 .200 .00 I~Z P0515P CD Vers 'l.2 PAGB 2 W6T6 R SURFACE FNOFILE LISTING File: U3A5.WSP Studp Date: 6- 8-92 Pi oe: 13:52 :3a TRAC7' .3267-~ (OL~ YAIL &ANCBI STORH DR6IN LI NB 'A-5°: Q10 FI LE: U3R~.YSP STATION IAVBRr D6PTA G,S. Q V6L VEL ENEP,GY SUP6R CRITICAL AGT/ BASE/ ZL NO AYBPR EL6V OF RLON 6LEV H2AD CP,D,BL. E6BV D6PT9 DIA ID N0. PIEP, 11BLEN SO SF AVS 9F NORtl DEPTH ER ki#kkii#i i###it#### ##i#kFt~#ttiFi;;~kti f#i###fii#kiitkti ##t##iY~# FiXYkit## t~tk##kkt ;k#itt%i; kYii#kii~F #iiY3tYi#3i#ii# iiik titttl tR#Jt 38.56 ]03~.29 ,893 103;.1Sfi .8 ,73 .DDB 1055.145 .00 .333 1.5D .~U .00 U .0 .11 .0~832 ,OOD140 0,00 .200 ,00 39,27 ]034,28 ,858 16~5,1~5 ,B ,76 ,OD9 1035.195 ,00 .333 1.5D .OD ,00 0 .0 .65 .04532 .000158 0,00 ,200 ,00 39,92 1034,31 .826 ]035.135 .8 .BO ,D10 1035,145 .00 .9a3 1,50 .00 ,00 0 .0 ,62 ,04832 ,OOD180 D.OD ,200 ,00 40,54 ]034,34 ,795 1D35,184 .S ,B~ ,Otl !035,145 .00 ,133 1,50 ,00 .00 0 ,0 ,60 ,09832 ,000204 0.00 ,2D0 .OD 41.19 ]031.37 .765 lOJ5,133 .B .88 .012 1Q35,195 .00 ,333 1.50 .00 ,00 0 ,0 ,56 ,04832 ,000231 0,00 .200 ,OU 41,70 1034,39 ,737 10~5,132 ,8 ,93 ,OIJ !035,195 .00 ,333 1,50 ,00 .00 0 .~ ,53 .04832 ,000263 0.00 ,2D0 .00 42.29 ]03~,42 .710 1D35.150 .S .91 .015 1035,145 .00 ,333 1.59 ,00 ,00 0 ,D .51 .09832 .000298 O.OD ,20Q .00 92.74 103~,49 .fi84 1035,129 .8 1.D2 ,~16 IU35.195 .00 ,333 1.5D .00 .00 0 ,D .47 .0~832 ,000339 0.00 .2D0 .00 93.21 ]031,47 ,660 1035.128 ,8 ].D7 .D18 1035,195 .60 .333 1.50 .OD ,00 0 .0 .46 ,D4832 ,000386 0.00 .2D0 .00 43,67 1031,49 .636 ]0~5.126 .B 1,12 .~19 ]035,146 .QO .333 1.50 .00 ,00 0 .D ,42 .D4E32 ,000~4D 0,00 ,200 .00 44,09 1034,51 ,611 1033.129 ,8 1.11 ,021 1035,146 .00 .333 ].50 .OD .00 U ,0 .42 .D4832 .000501 D.00 .200 .OD iq3 , 05 F 15P CU Vers 2 .2 - PAGB 3 NATB R SURFAC6 DROFILB LISrING File : U3A6,ASP Studp Dnte: fi- 8-92 Ti ne: ]3:52 :3~ ' TRkCT 23267-J (01D VAIL AANCA~ STORH DRAIN LINB ' A-5'; Q10 FILE: U3A5.wSP ' STATION IAY&Rr DEFTH N.S, y VHL Y8L 8NE&CP SUPBR CRITICAL HGT( BAS6/ ZL NO AVBPR EGEV OF FLOA BLEV HEAD CRD,BL, ELBV DEPrA DIA IU N0, PIB& 61BLBN SO SF RVB AF NDRM D6P?H ZR ' ktttktiY#i#4tii##i# ##ikii37kkii#ti~t##;kkti #Yiitti3t#;t tk#;ttt#k zilfiktttk tt}#i;tkt ttki#kki# #33>tkit#k#ttkiik#ii#k3i# tiit kitYFt iYkii 44,5] 103~.53 ,592 ]035,122 .B 1,23 .024 1035,146 ,00 ,333 1.5D .00 ,00 0 ,0 ' .37 .D4832 ,000577 D,00 ,200 ,00 49,88 1034.55 .512 10~5.120 .8 1.29 ,026 1035,1d6 .DO ,J33 1,40 .00 00 0 0 ' , . .37 .04832 ,OOO6b1 0,00 ,2D0 .00 ~ 45.24 ]034,57 ,552 1DJ5.118 .8 1,35 .62fl 1035,146 .00 ,J33 1.50 .00 .00 0 .D ,34 .09832 ,0009d2 0.00 ,200 ,oo ' 45.58 ]034.58 .533 ID~5.115 .8 1.92 ,031 10~5,146 .00 .333 1,50 ,00 .00 0 ,D ' .33 .04832 ,OOOBd6 0,00 ,20Q ,00 45,92 103!,6D ,514 1D35.112 ,8 1.49 .034 1035.147 .00 ,J33 1,50 .OD ,00 0 .0 ' ,29 .04832 .00~966 0,00 .200 ,00 ' 46.20 ]034,6] .497 1D35.109 , ,8 1,56 ,038 ?035,147 ,00 ,J33 1.50 ,00 ,00 0 ,0 , .25 .04632 .001104 O,OD .2D0 ,OD 46,45 ]034.62 .48D 1033,1D9 .S ].6~ .042 1035,146 ,00 ,333 1 5D OD 00 0 0 , . . . . HPDRAULIC JUNP ,00 ' d6.~5 103~,62 ,215 IOS4.899 .8 5.14 .410 1035.249 .00 ,J33 1,50 ,00 .00 0 ,D I .~5 .04832 ,027590 .02 ,200 .OP ' 47,00 1034,65 ,222 1034.873 .8 4,89 .371 1035,244 .60 ,J33 ],50 .00 ,00 0 .0 ' 1,06 .09832 " ,021008 .03 .200 ,OG 4fl,06 1034,70 ,2 s0 IDJ4,952 ,8 1,66 ,337 1035.270 .UO .333 1.50 ,OD .00 0 ,0 , .86 .04832 .02~962 .02 ,200 .00 48,93 ]034.74 ,2~7 10~4.981 ,8 1,4~ .307 1035.288 ,UO ,733 1,5D ,OD .00 0 .0 ' ' ,66 ,D4832 ,0182E5 ,01 .200 ,00 ' + q3 A FD5J5P CD Ve~s 2,2 PAGB 4 WATB R SURFACB PROFILE GIS9INC File : U3AS,WSP Study Date: 6- 8-92 Ti ne: 13:52 :31 TRACT 23267-3 IOLD VAIL RANCHI STORN DRAIN LIN6 ' A-5'; Q10 FI L6: U3A5.NSP STATION INV6RT DEPTB N.S, Q VBl VEL 6NERGY SOPBP. CR[TICAL HGT/ BASB/ ZL NO AVBP& EL6V OF FION ELEV HEAD CftD,BL, 6L8V DEPTN DIA ID N0. PI8& L/ELEN SO SF AYE AF NDRB DBPTH ZR kiiYki~ikiik#ii#kii i#iixttt kkii4ti~#kilik;i kYiitkifkkti ##iik#ii# kiiiFiti# i;k#t#Ykf ik#tikti#tt33tt#ttk;~t#iifikiitiii# iitt Yi%kk3 tikif 49.59 1034,78 ,295 ID35.D21 .8 4,2~ ,279 1035.J00 .00 ,333 1,50 .00 ,00 0 .0 .54 .04632 ,015964 ,Ol .200 ,00 50,12 1034,80 ,253 1035,OS5 .B 4,04 .253 1035,308 ,00 ,533 1.50 ,~0 .00 0 .(~ .91 .D4832 ,013947 ,O1 ,200 ,00 50,53 1U34.82 .262 1035,084 .B J.85 ,230 1035,J14 ,00 .333 1,50 .00 ,00 0 .0 .33 .04832 ,012193 D,00 .E00 .00 5~,86 1034.94 ,27t 10J5.109 ,8 9,67 .209 l035,J18 ,00 ,333 ],50 .00 ,00 0 .0 .26 .04832 .OID666 0,00 .200 ,00 51,12 1034,85 .280 1035,130 .B ~,50 .190 10~5,J21 ,00 ,333 1.50 ,00 ,00 0 ,D ,05 ,OS005 ,033751 0.00 ,250 ,oo 51.17 103~,85 .281 lOJ5.i~3 ,8 3.44 ,189 1035,723 ,00 .333 ].50 .DD ,00 0 ,0 ,94 ,05005 .0314RD ,O1 ,250 ,OU 51.61 ]034.97 .290 1D35.165 .8 3.33 .172 1035,337 .00 ,333 1,5D ,00 ,00 0 .D .25 .05005 .02?~92 ,01 .250 ,00 51.86 ]034,89 .300 ]0~5,187 .8 ~,17 .156 ]035.344 ,00 .~33 1.50 .00 .00 0 .0 .16 .05005 .029023 0.00 .2R0 .00 32.03 ]03~.9~ .310 1035.205 .8 3.03 ,142 1035,J48 .00 .333 1.5D .OD ,00 0 .D .07 .05005 .0210~0 D.OD .250 ,00 52.09 103~.90 ,321 1035,220 ,8 2,69 ,12Q 1035,349 ,00 .333 1.50 .00 ,00 0 .D .03 .05005 .018261 0.00 .250 .00 WAGL ENT RANCE .00 52,12 103~,90 .33~ 1035.23~ ,8 2.73 ,116 ]035,350 .00 .33J 1.50 .00 .0~ U .0 !`T3L3 H YD R A U L S C S r Q10 STORM FREQIJENCY S T O R M D R R I N L I N E " D" 42 Ti 1f,6CT 23261-3 d-? ~OLD VAII RdNCHI T2 STORM DRAIN LINE "D' ; p 10 T3 FI~E: U3Dt0,MSP SO °96.161026.D(~ t 1030,91 R 1016,681026.f0 1 ,014 .00 .00 0 R 1061.B11D26.33 1 ,013 .00 ,00 R 1195,031026.59 1 .013 .00 ,00 R 1234.281D'[1.19 1 .Ot3 49.96 .00 R 1243.271021.24 1 ,013 .00 ,00 R 1421.141028,12 1 .613 33.42 .OD R 1443.51102&.23 I .013 ,00 .00 d% 14S1.S71D28.BD 6 2 2.~13 8,1 5.11D29.801029.8~ 45.00 62,86 R 1537.151D29,S9 6 .013 ,00 ,00 JR 1539,751029.61 6 2 .013 5.8 1030.60 90.00 R 1652.161030,65 6 .013 ,00 ,DO JX 1656.161031,15 3 2 .013 1.4 iD31.1S 90.00 R 1181.OB10S8.39 3 .013 .00 ,~Q J% 1185J41069,11 3 .013 R 1883.311060,29 3 .013 .00 ,00 JK 1883.33106G.30 3 2 .013 9.6 1061.04 45.00 R iB92,SQ1060,35 3 .013 ,00 ,00 J% 1899.411061,39 S d ,013 6,6 1061.39 45,00 R 1901,301061,64 5 ,013 .00 .00 R 1913,081063.20 5 ,013 30.00 .00 R 1913.501063.P6 S ,013 .00 .00 JX 1918.661064,d4 2 2 .013 10,9 1D6d.44 60,00 .00 R 1932.46106S.D0 2 .013 .00 .00 ME 1932.~61065.00 1 ,200 SH 1932,461065.00 1 1065.00 CD 1 4 ~ .00 4.00 ,00 .00 ,00 .00 CD 2 4 0 ,00 1,50 .00 ,00 ,UQ ,0~ CD 3 4 0 ,00 3.00 .00 .00 ,00 .OQ CD 4 4 0 .00 2.00 .00 .0~ ,00 ,00 CD S 4 0 .00 2,50 .00 ,00 ,00 ,00 CO 6 4 0 .00 3.50 ,00 .00 ,0~ ,00 CD i 2 0 ,DO 1.59 3.11 .00 .00 2.00 4 3.8 ,0 i9S FD51SP W61ER SURFACE PROFILE - CtiANNEL DEFINi?ION LISTING PdGE i File: U3DIO.MSP Stutly Date: 5-26-92 it~e: 13:11: 6 CARD SEGT CNN NO OF 6YE PIER HE16Hi i BASE il IR iNY Y~1) Y!2) Y(3) Y(4~ Y~S) Y(6) Yl7) Y(61 1'f91 Y110) CODE NO TYPE PIERS MIDTH DIAMETER h'IDTH DROP CD 1 4 4.00 CD ? 4 1.50 CD 3 4 3.00 CD 4 4 2,00 CD 5 d 2.50 CD 6 4 3,50 CD 1 2 0 .00 1,59 3,17 2,00 F0515P WkiER SURFACE PAOFI~E - TITIE CARD lIST]NG HEADING LINE NC 1 IS - iPACi 23267-3 8-2 (OLD VAIL RANCHI HEADING LINE NO 2 IS - STORN DRpIN LINE "D' ; p10 HEADING LINE NO 3 IS - FILE: U3D10 fOSiSP MA TER SURFAC E PROfIIE - ELEMENT CARD LI STING ELENENT NO 1 IS A SYSTEN OU T~ET x # : U!S DATA STATION ]NVERT SECT 996.16 1026,OD 1 ELEMENI NO 2 IS A REACH : z s U!5 DATd STATION INVERT SECT N 1016.68 1026.10 1 ,014 ELENENT NO 3 IS A REACH z x z U/S DATA STATION INVERT SECT N 1061,61 t026,33 1 .U13 ELEHENT ND 4 IS A R€ACH ~ r x U/S ORTF STATION INVERT SECT N 1196.03 1~26.99 1 ,013 ELEHENT NO S IS A REACh z x x U/S DRTP. STATIDN IN9ERT SFCT N 1234,28 1027.19 1 .013 ELEHENT NO 6 IS ~ flEACH z ~ a U/S DATA STAT]ON INVERT SECT N 1243.27 1021.24 1 ,013 EIEHENT k0 1 IS A REACH z > : WS DATA STATION 1NUERT SECT N 1421.14 1028.12 1 .013 ELEMENT NO 8 IS A REACH x s x U(S DRTA STATION INVERT SECT N 1443,57 1028,23 1 ,013 ELEMENT NO 9 IS A JUNCTION z ~ z z U/S D6T6 STATION INVERT SECT LAT-1 L6T-2 N 1451.51 1028.80 6 2 2 .013 ELENENT NO 10 IS A RERCN t z t U/S DATR STdTION INVERT SECT N 1537.75 1029,59 6 .013 ELEHENT NO 11 IS A JUNCiION z x r t U/S D6iF SiATION INVERT SECT LkT-1 LAT-2 N 15?9,75 1029.61 6 2 6 .013 F0515P PP.GE HO 1 PA,E NO 2 M S EIEV 1030.91 RADIUS ANGLE ANG PT NAN N .00 .00 ,00 0 RADIUS ANGLE FNG PT NAN H ,oo .oo .oo 0 RA~IUS AN6~E AHG PT MAN H .oo .oo .oo 0 PADIUS ANGLE ANG PT NAN H .00 d9,96 .00 0 RADIUS ANGIE ANG PT wAN H ,00 .00 .00 0 RAOIUS ANGLE ANG PT MAN H ,00 33.42 .00 0 RADIUS ANGLE ANG PT NAN N .00 ,OD .00 0 x : r p3 Q4 INYEflT-3 INVERT-4 PHI 3 PHI 4 8.1 5,1 f029.B~ 1029.80 45,00 62.86 RADIUS ANGLi ANG Pi MRN N I .DO .00 ,dU 0 i r i 03 04 INYERT-3 INYERT-d PHI 3 PHI e 5.8 .0 103D.60 .00 90.00 .00 PAui NO 3 ', t ~ kAT~R SURfRCE PROFILE - ELEMENi CARD IISTING ELENENT NO 12 IS A RE4~H i ~ x WS DAiA STATION INVERT SECT N 1652.16 1030.65 6 ,013 ELEHENT NO 13 ]S k JUNCTI~N x z x ~ UIS D6TA STAiION INVERT SECT !AT-1 LAT-2 N 1656,16 1031.15 3 2 0 .013 ELEHENT NO 14 IS A REACH : x : U/S D6iA STATION INVERT SECT N 11B1,OB 1058.39 3 .013 EIENENT NO 1S IS A JUNCi?ON Y t x t U/S DAiA STAiION INVERT SECT LAT-i LAT-2 N 1765.14 1059,11 3 0 0 .013 ELENENT NO i6 IS d AEACh : t i U/S DkTA STATION INVERT 5ECT N 1883.31 1060.29 3 ,013 ELEHENT NO 11 1S A JUNCTiON z r t x U~S DATP. STATION INVEPT SECT LAT-1 LAT-2 N 1883.33 1060.30 3 2 0 .013 ELEHENT NO 18 IS A REACH i x r U/S DATA STATION INVERT SECT N 1892,5~ 1060.35 3 ,013 ELENENT NO 19 IS A JUNCi10N t x : r U/S DAiA STdTION INVERT SECT LAT-1 lAT-2 N 1899.41 1061.39 6 4 0 ,013 ELENENT NO 20 IS A REACH z z z U/S DATA STATION INYERT SECT N 1901.30 1061,64 S .013 F~S15P kF.TER SURFACE PROFILE - ELENENT CARD LI5IING ELENENT NO 21 1S A REkCH x ~ a U(S GAT6 STATION INVERT SECT N 1913,08 i063.20 5 .013 ELEkENT NO 22 IS R REACN x x : U/S GATA STATiON INVERT SECT N 1913.50 1063.26 S .013 ELEMENT NO 23 IS A JUNCT:OR x x x x UIS DAid STpitON INVERT SECT !RT-1 lAT-2 N 1918.66 1064.44 2 2 0 ,013 ELEHENT NO 24 IS A REACH ~ t x U/S CJ,iA STATION INVERT SECT N 1932,46 1065,00 2 ,013 ELEMENT NO 25 IS A WA~L 'cNTRANCE x U/S DETA STATION INVEAT SECT Fp 1532.46 tOb5.00 7 .200 ELEMENT NO 26 IS k SYSiEM HFqDMORh;S z ll/S DRTA STRTIOH INVERT SECT 1932.46 1065.00 7 RADIUS RN,IE ANG Pi NAk H ,00 AO .00 6 t x t 03 p4 INVERT-3 INVERT-4 PHI 3 PHI 4 1.4 ,0 1031,15 .00 90.00 ,00 RADIUS ANGIE ANG PT MAN H .oo .oo .oo 0 _ # s 93 p4 INVERT-3 INVERT-4 PHI 3 PHI d .o .o ,oo .oo .oo .oo RADIUS ANGIE RNG PT HRN H .oo .oo .oo a t t : C3 Q4 INYERT-3 INVERT-4 PHI 3 PNI 4 9.6 .0 1061.04 .00 dS,00 ,00 RADIUS ANGIE AN6 PT NAN H ,00 ,00 ,00 0 r x : ~3 44 INYEAT-3 INYERT-4 PHI 3 PNI 4 8.6 .0 f061,39 ,OU 45.00 .00 RADIUS ANG~E ANG PT MAN H ,00 ,00 ,00 0 PAGE NO 4 RADIIIS ANG~E ANG PT MAN H .00 30.00 ,00 0 RADIUS ANGLE ANG PT HAN H ,00 .00 .00 0 J Y i A3 ~4 INVEflT-3 INVERT-4 PHI 3 PHI 4 10.9 .0 f064,44 ,00 60.00 ,00 RADIUS kNGLE ANG PT MAN H ,00 ,OU ,00 0 z M S ELE4 1065,00 ' FD515P CD Vers 2,2 PAGE I MAT EA SURF~CE PROFILE lISTING F ile: U3D10.M SP Study Date: 5-26 -92 ii me: 15:Sd :46 TRpCT 23261-3 6 -2 ~OL D VAIL RANCH) STORN DRAIH LIN E °D' ; O10 FI LE: U3D10.MSP STAtION INVERT DEPTH W.S. 0 VEL VEL ENERGY SUPER CflITIC6L HGTI BASE/ IL NO AVBPA E~EV OF FLON ELEP NEAD GAD.EL. E~EV DEPTN DIA ID N0. PIER L/ELEM SO SF AVE NF NORN DEPTH 2A %kY%YtYkk YkYtiYYYYY YkiiYkYYtYftkYkYkYtifiikt%Yk kkifY%k %iktkkt#}k tikkYlfitXYik%IitYY fkkYYtiii kYYkkk#YkfY#kYiiYiYikxif%tIY%kii%Yi kkYq 996,16 1026.00 1.910 1030.910 59.3 4.12 .346 1031,256 .00 2.320 4,00 ,00 .00 0 ,0 20,52 .0046I .001911 ,04 2,318 .00 1016.68 1026,10 d.850 1030.950 59,3 4.12 .346 1031.296 .00 2,320 4.D0 .00 .00 0 .0 d5.19 .00509 .001704 .OB 2.183 ,00 1061.81 iG26.33 l,698 1031,027 59.3 4.72 .346 1031,373 ,00 2.320 4.00 .00 .00 0 .0 133,16 .00496 .001704 ,23 2,201 ,OD 1195,03 1026.99 4,264 1031.254 59.3 4.72 .3d6 1031.600 .00 2,320 4.00 .00 .00 0 .0 39.25 .00509 .001104 ,0] 2.183 .00 1234,28 1021.19 4.183 1031,3i3 54.3 4.12 .346 1031.119 .00 2,320 4,00 .DO .00 0 .0 8,99 .00551 ,001704 ,02 2.124 ,00 1243.21 1021,24 4.148 1031.388 59,3 4,72 .346 1031.134 .00 2,32~ 4.00 .00 ,00 0 .0 53,05 .00493 ,001693 .09 2,205 ,00 1296.32 1021.50 4.0~0 1031.502 59.3 4.I2 .346 1031,841 .0~ 2.32D 4,00 .00 ,00 0 .0 100.25 ,DP493 .U01586 ,16 2,206 ,00 1396.57 1D28,00 3.629 1031.625 59.3 4,95 .380 1032.005 .00 2,32~ 1.00 .00 .00 0 ,0 25.11 ,00493 .001511 ,04 2.205 .00 1421,14 1028.12 3.52T 1031,647 59,3 5.06 .39T 1032,043 ,00 2,32~ 4.00 .00 ,00 0 .0 21,83 .OOSO4 .001551 ,03 2,190 .00 1443.57 1028.23 3.433 1~31,663 59,3 5.17 .d14 1032.O7B .00 2.320 4,00 .00 ,00 0 .0 JUNCTSTR .07126 !/NS "D-/"~ D-z~ ,001184 ,Ot ,00 1451.Si 1028.80 2.961 1031.i6i 46.1 5.30 ,437 1032,203 ,00 2,119 3.50 .DO .00 0 .0 15,49 ,00917 ,002081 ,03 1,105 ,00 ~y~ F05t5P CD Vers 2.2 PdGE 2 NRT ER SURFACE PAOf]~E IISTING fi le: U3D10,M SP Study Date: 5-26-92 Ti me: 15:54 :a6 TRACT 23261-3 6 -2 IOLD VAI~ RpNCH) STORM DAAIN LINE 'D' ; A16 FILE: U3D10.MSP SiATION INPERT DEPTN N.S. 0 VEl VEL ENERGY SUFER CRITICAI NGT~ BASE/ 2~ NO AVBPR ELEY Of FLOW ELEV HEAD GRD,EI, ELEV DEPTN DIA ID N0. PIEA ~IEIEA SO SF AVE Hi NORM DEPTH 2R %tikkkYYYlYkkiYY%2I %IiikYittYiYkkifYkliYYfYkiikkltikYt ikkiYk%i%k tiikYtizkii%fii%Yi %ttiii%ItYilitliYYtiMIYYiYIiiRtYIY %tY%TitYtt ititi 146i.06 1028.94 2,813 1Q31,IS5 46,1 S,S6 ,480 1032,235 ,00 2,119 3.60 ,00 ,00 0 .0 9.1d ,00917 ,002251 ,D2 1.105 .00 1416.20 1029.03 2,111 1031.142 d6.t 5.T5 .614 1032.256 .00 2,119 3,50 .00 ,00 0 .D HYDRAULIC JUNP ,00 1476.20 1029.03 1,630 1030,656 46,1 10.50 1.112 1032.368 ,00 2,119 3.50 .00 ,00 0 .0 17.58 .00917 ,01D909 .19 1.705 ,00 1493,18 1029,19 1.61~ 1030,801 46.1 10.63 1.154 1032.555 .00 2,119 3.50 .00 .00 6 .0 43.91 ,0091i ,011850 .52 1.705 ,00 1531.15 1029,59 1,557 1031,141 46,1 11.15 1,930 f033.076 .00 2,119 3.50 .00 .00 0 .0 JVNCT STR ,U1001 t,in~C " Q - 3 ~~ ,018832 ,Ud ,00 1539,15 1029.61 1,200 1030,810 40.3 13,80 2.959 1033,169 ,00 L915 3.50 ,00 .00 0 ,0 5.10 .00925 .025613 .13 1.57d .00 1544.85 1029.66 1.186 1030.843 4~.3 14.03 3.OS5 1033.C98 ,00 1,915 3.50 .00 ,00 0 .~ 14.14 .00925 ,028029 .40 1,5~4 ,0~ 1558.99 1029.79 1.146 1030,934 40.3 14.11 3.361 1034.294 .00 1.915 3.50 .00 .00 0 .D 13,06 .00925 ,032001 .42 1.574 .00 1572,04 t029.91 1.101 1031,016 40,3 15,43 3,697 1034.112 .00 1.915 3.50 ,00 ,00 0 ,U 12.16 .00925 ,036533 .4d 1.574 .00 iSB4,20 1030.02 1.069 1031.090 40,3 16.18 4,066 1035.156 .00 1,915 3.50 ,00 ,00 0 .D 11,42 .00925 .041720 .48 1,514 .0~ 1595.62 1030.13 1.033 1031.160 40,3 16.91 4.473 1035.633 ,00 1,915 3.50 ,UO ,0~ 0 ,0 10.14 ,00925 .047657 ,51 1.574 ,00 l5q fD515P CD Vers 2.2 PAGE 3 M6T ER SURFACE PROFILE IISTING Fi le: U3Dt0.V SP Study Date: 5-26-92 Ti me: 15:54 :46 TP ACT 23261-3 8 -2 IOL D YAIL flANCH) ST ORM DRAIN tINE 'D' ; 010 FI LE; U3D10.MSP STATION INYEP,T DEPTH N,S. Q VEL VE~ ENERGY SUPER CRITICAI H6T/ BASE/ ZL NO AVBPR ELEY Of FIOW ELEV HEAD GRD.EL, ELEV DEPTH DIA ID N0. PIEfl L/ELEM SO SF AVE HF NORN DEPTH :A iYkkYYikk %xkk%~kYii Y%%ikl2l Y%tikiitk%YkYY tiiYiY lYYkkYi#%flikkifik iikkkiYYkIY%itk%It YYYYYkkSi ktYkkiiiki Y#Y%tYYtiYkitiY YllYfif%iY itiYt 1606.35 1030,23 .998 1031.224 40.3 17.80 4.920 I036.144 .00 1,975 3,50 .DD ,00 0 .0 10.15 .00925 .U544S9 .SS 1,574 ,OD 1616,51 1030,32 .965 1031,285 40.3 18,61 5,412 1036,69) ,00 1.915 3.50 ,00 .00 0 ,0 4,59 .00925 ,062229 ,60 1,514 .0~ 1626.10 1030.41 .932 1031.341 40.3 19.58 3,953 f031,294 ,00 1.915 3.50 .00 ,00 0 .0 9.12 .OOB2S ,011114 .65 1.574 .00 1635,22 1030.49 .901 1031.394 40.3 20.54 6.5<9 103i.943 ,00 1.975 3.50 .00 .00 0 ,0 8.61 ,00925 .081302 .i1 1,5i4 .DO 1643,90 103U.S7 .871 1031.445 40.3 21,54 1.204 1038.648 .00 1.975 3.50 .00 .00 0 .0 8,26 .U0925 ,092989 ,17 1,574 ,00 i6S2,16 1030.66 .843 1031,493 40,3 22,59 i.924 1039,417 ,00 1.915 3.50 .00 ,00 0 .0 JUNCT STR .12500 ,iS2901 ,61 .0~ 1656.16 1031.15 .667 1031.817 32.9 28.04 12.219 1044.066 ,00 1,862 3.00 .00 .00 0 ,0 34,83 .21806 .198489 6.91 ,660 ,00 1690.99 1038.75 .681 1039.427 32.9 21,29 11.562 105D.989 ,00 1.862 3.00 .DO .60 0 ,0 25,94 .21806 ,1T8421 4.63 ,660 .00 1116.93 1044,b0 ,10d 1045.105 32.9 26.02 10.511 tOfi6.616 ,00 1,862 3.00 .DO .QO 0 .0 15.00 .21806 ,155966 2.34 ,660 ,DO 1731,93 1041,61 ,728 1048.401 32,9 24.81 9,555 1057,956 .00 1.862 3.D0 .00 .00 0 .0 10.33 .21806 .136377 1.41 ,660 .00 174~,26 1049,92 ,153 1060.678 32,9 23.65 8.686 1059,364 ,00 1.862 3,D0 .00 .00 0 .0 1,13 .21806 .119219 ,92 .660 .00 ?in fD515P CD Vers 2,2 PAGE 4 NATER SURFACE PPOfILE LISTING Fi le: U3D10.MSP Study Date: 6-26-92 Ti me: 15:S4:d6 TFACi 23267-3 6 -2 (OL D VpIt RA NCN) STORN DRAIN ~]NE 'D' ; A10 FILE: U3Dt0,MSP STATION INVERT DEPTH M,S, p VEL VEL ENERGY SVPER CRITICAL HGi/ BASE/ 2L NO AVBPR ELEY OF FIOM ELEV HEAD GRD,EI. ELEV DEPTH DIA ID N0. PIER L~ELEM SO SF AVE HF NOR M DEPTH 2R kifYkYk%k iYliiiYifi YilkkYilk%i1tYYYYYiYkY ikkfii %i%kkYik% tYtktiik iilkifikfiYFYYkkki i%ikikkit%Yi i%ktikitiktiYkiYfikYYYk Yiiki 27YiiYkki# 1749,99 1051.b1 .119 1052.390 32.9 22.SS 7.B9i 1060.286 .00 1.8fi2 3.00 ,~0 ,00 0 ,0 6.08 .21806 .104341 .63 ,660 ,00 1156.07 1052,94 .8~6 1053.141 32.9 21.50 1.119 1t~6D,920 ,00 1,E62 3.00 ,UO .00 0 .0 1.93 .f1806 .091301 ,45 .66~ ,OD 1160,99 1054.01 .831 1054.844 32.9 20.50 6.526 1061.310 ,00 1.862 3.00 .~G ,00 0 ,0 4.08 ,21806 .079898 .33 ,660 .00 1165.08 tOS1,90 ,863 tOS5,i64 32,9 19,55 5.933 1061,691 .00 1.862 3,00 .00 .00 0 .0 3.44 .21806 .069928 ,24 ,660 .00 1168,52 tOS5,65 ,893 1056,544 32.9 18.64 5.394 1061.937 .00 1.862 3.00 .00 ,00 0 .0 2,93 ,218~6 .061209 .18 .660 .00 1111.45 tOS6.29 .924 1057.213 32.9 11.71 4.903 f062.i16 .00 1.862 3.00 .00 .00 0 .0 2,51 .21806 .053602 .13 ,660 .00 1173.96 1056.8d ,951 1057,793 32,9 16.9d 4.458 1062,251 .00 1,862 3.00 ,00 .00 0 .U 2,18 ,218~6 .046945 ,10 .660 .00 1176,13 1051.31 .990 10SB,301 32,9 16,iS 4.OS2 1062.353 .00 1.862 3,00 .00 ,00 0 .0 1,88 .2186fi .041114 ,OB .660 .DO 1118,02 tU57.72 1.025 tO5B.747 32.9 15.40 3.684 1062.631 .00 1.862 3,00 .00 .00 0 .0 1.64 .21806 .036U3S .O6 ,660 ,00 1119~65 1058.08 1,062 1059.141 32.9 14.69 3.3d9 i062~490 ~00 t.B62 1.00 .00 .00 0 .0 1.43 .218D6 .031596 .05 .660 .00 1181.08 105B,39 1.iD0 1059.49U 32.9 14.U0 3.045 1062.535 ,00 1,862 3.00 .00 .00 0 .0 JUNCT STR .2b325 .020290 .U9 .OD 2(i/ F~S15P CD Vers 2,2 PAGE 5 MATER SURF~CE PROFILE IISTING Fi le: U3Di0,MSP Study Date: 5-26-92 Ti me: 15:51 :46 TRRCT 23267-3 8 -2 (O lD YAIL RANCH) STORN DRAIN IINE 'D' ; a10 fllE: U3~t0,NSP SiATION I~JVERT DEPiH N.S. Q VFl VE~ ENERGY SUPER CRITICAL HGTJ BASE/ ll NO AYBPR EIEV . OF FLON ELEV HEAD CRD,EL EIEV DEPTH DIA ID N0. PIER UELEM 50 SF AVE HF NOAM DEPTH 2A %%#%kTFik Yk%ti#iYik YkiitYifYSixkk2YkkYt%k liktf ittiikklikktfktTft lYfktiktYYkkikk%kY k%YtJY%%Y YYiiYYitkkiYkitt%YiikkTYk YfitY iiYti i%ifY 1i85Jb 1059.11 1.445 f061,155 32.9 9.16 1.480 1062.635 .00 1,862 3,00 .00 ,00 0 .0 5.07 ,00594 ,011263 .O6 1.743 .00 1190,B1 1U59.7d 1.429 1061.169 32,9 9,90 1.522 1062.691 .OU 1.862 3.00 ,00 .00 0 .0 16,03 .00594 .012256 .20 1,743 ,0~ 1806.B4 tOS9.B4 1,318 1061,213 32.9 10,38 1.674 1062.887 .00 1.862 3,00 .00 .00 0 .0 1d,68 .00594 .013938 ,20 1.143 .00 1821.53 1059.92 1,328 1061.251 32.9 10.89 1.841 1063,092 .00 1,862 3,D0 .00 .00 0 ,0 13.83 .6Q594 ,015858 ,22 1.Id3 .00 1835.36 1060,00 1,281 1061.286 32.9 11,42 2.025 1063.311 .00 1.862 3.00 .00 .00 0 .0 13.00 .00594 .018057 ,23 1,143 ,00 1848,36 1050,08 1,236 1061.318 32,9 11.98 2.228 1063,546 .00 1,862 3.00 ,00 ,00 0 ,0 12.23 .OOS94 .020665 .25 1,7d3 .00 1860.59 1060 J6 1,192 1061.341 32,9 1256 2.450 1063J98 .00 1.862 3.00 .00 .OU 0 .0 11.67 .00594 ,023434 .27 1.143 ,00 1872.26 tO60.f2 1,151 1061.315 32,8 13.18 2.696 1064.071 .00 1,862 3.D0 ,00 .00 0 .0 11.05 .0059d .026118 .30 1.143 .OU 1883,31 1060.29 1.111 1061,401 32.9 13.82 2.965 1064.366 .00 1.862 3.00 ,06 ,00 0 ,0 JUNCT STR .50307 .0352d6 0,00 ,OD 1883.33 1U60.30 .838 1061,138 23.3 14.43 3.234 1064.372 ,00 1.555 3.00 .00 .00 0 .0 1,16 .00544 ,~42623 .OB i,d52 .OU 1885.09 106D,31 .831 1061.141 23.3 14.SB 3.301 1064,441 .00 1,355 3.00 .00 .00 0 ,0 7.41 .00544 .046325 .34 1.452 .00 2GO ~ F~615P CD vers 2 .2 PkGE 6 MATEA SURFECE FROfI~E IISiING ' Fi le: U3D10.MSP Stutly Date: 5- 26-9i Ti me: 15:54 :46 TAACT 23267-3 6 -2 (OLD VAII RpNCH) STORM DRAIN IINE 'D' ; a10 FI!E: U3Di0.kSP ' SiATION IAYERT DEFTH k.5, Q UEL VEL ENERGY S~PER CRIiICAL HGTI B~SEI 2L NO ~VBPfl EIEV OF f~ON ELEV HEAD GRD,EL ELEV DEPTH DIA ID N0, PIER U ELEM SO SF AVE HF NORN D"ePTH 1R ' kSiYK#iX% ifi%xitNFit kzi#%ki7kfiYkkk7i%kitYk lY%YkikYYYkkikxkiX%ktxk YSkkYYYYk YtkkYY%ki ikktifi%Jf %ifYkiYiikltttitiffiT%IYM %ikk kiJY%I ltilY 1892,50 1060,35 ,904 1061,iS4 23.3 15,29 3.631 1064 J8S .OD 1.S5S 3,00 .00 .00 0 .0 , JUHCT STR .15051 ,OS1455 .36 .00 ' 1899.41 1061.39 .662 tUb2.052 14.i 14.12 3,097 1065.149 .00 1.293 2.50 .OD ,00 0 ,0 1,89 .13227 .052488 .10 ,530 ,00 ' 1901.30 iQ61.64 .6?5 1062,315 14.1 13.74 2.934 1065,249 ,0~ 1.293 2.50 .00 ,00 0 ,0 .14 .13242 ,OS0210 .Oi .530 ,00 ' 1901.44 1061,66 .616 1U62.335 14.1 13,10 2.916 1065.251 .00 1,293 2.50 .UO .00 0 .0 ' 2.63 .132d2 ,046901 ,13 .530 .00 1904.27 1062.03 .fi99 1062.133 14.i 13,D1 2,651 1065,383 ,00 1.293 2,60 .00 ,00 0 .0 , 2,36 .13242 .041052 .10 .530 .00 1906.64 1062,35 J24 1063.071 14.1 12.46 2.410 10E5.480 ,00 1.293 2.50 .00 ,00 0 .0 , 2.01 ,13242 .035941 .0) .530 .00 ' 1908.65 1062,61 .iG9 1063,362 14,7 11.88 2.191 1065.552 ,00 1.293 T,SO ,00 .00 0 .0 1.12 ,13242 .031458 .OS .530 ,00 ' 191~.36 1062.84 .115 1063.615 14.1 ii,33 1.992 1065.601 .00 1.293 2.50 .00 .00 0 .0 1.46 ,13242 .627553 .O4 .530 .OU ' 1911.82 1063.03 .803 1063,836 14,i 10,80 1.8I1 1065,647 .00 1.293 2.50 .00 ,00 0 .0 , 1.26 .13242 ,024142 ,03 .530 ,00 1913,08 1063.20 ,831 1064.031 14.1 10,30 i,6d6 1065.61] .~~ 1,293 2,50 ,00 ,00 0 ,0 , .42 .14298 .021966 .01 .520 .00 1913.50 1065.26 .8d3 1064.103 14.7 10,10 1.584 1065,687 .00 1.293 2.50 ,00 .00 0 .0 ' JUNCi STR .22867 .022615 .12 .00 ' , 2~ 3 F0515P CD Vers 2.2 PAGE P NpTEfl SUAFACE PROFILE LISTING Fi le: U 3D10.VSP Stutly Date: 5-26-92 Ti me: 15:54 :d6 TRACT 23261-3 6 -2 (OLD VAIL RA NCH) STORN DRAIN IINE 'D' ; 010 FIIE: U3D10.MSP STATION INVERT DEPTH N.S. Q VEL VEl ENEAGV SUPER CRITICAL HGT/ BASE/ i~ NO AVBPR ELEV OF FLOM EIEY HEhD GRD.EI, ELEV DEPTH DIA ID N0. PIER L/ELEM SO SF AVE HF NORM DEPTH 2F %!i%klkkk tikRiYXki! %ii%kYiYkttik#YYkiTTXk ki%kJik kiiYYJik Ti%ttiikk7Y%IXikttikkIYkkY YkYYikiti %kYtt#iYtkziFkiifii%kiffiX YiiYi liFii fkiik 1918,66 1064,44 .494 1~64.933 3,8 7.49 .872 1065.805 .00 .145 1.SU ,DO .00 0 .0 1.61 ,04058 .023111 .04 .430 ,00 !920.33 106d.51 .501 1065.006 3.8 1,3! .636 1065,845 .00 ,145 1.50 ,00 .00 0 ,0 2,98 .04058 .021110 .O6 ,430 ,00 1423.31 1064.63 .519 1065.141 3.8 7.~0 .760 1065.908 .00 ,145 1.50 .DO .00 0 ,0 2.31 .04058 .018498 ,Od .430 .00 1925.63 1064 J2 .537 1065.259 3.8 6.67 ,691 1065,951 .00 ,145 t,SO ,00 ,00 0 .0 1,16 .Dd058 .016219 .03 ,430 ,00 1927.38 1064J9 ,557 1665.351 3.8 6.36 .628 1065,919 .06 .145 1.50 ,00 .00 0 .0 1.41 .04058 ,01d231 .02 .430 ,00 1928,19 1064,85 ,511 1065.428 3.8 6.07 ,511 1065.999 ,00 .1<5 1,50 ,00 ,00 0 .0 1.14 .04058 .012471 .01 .430 .00 1929.93 1064,90 .597 1065.494 3.8 5.18 .514 1066.013 .00 ,745 i.SO .~0 ,00 0 ,0 ,85 .04058 .010945 .Oi .430 .00 1930.18 1064,93 .619 1065.561 3.8 5,51 .472 1066.023 .00 ,745 1.50 .DO .00 0 ,0 ,64 ,D4058 ,009613 ,O1 .430 .00 1931.42 106d.96 .642 1065.600 3.8 5.26 .429 1066.029 .00 ,145 L50 .00 .~0 0 .0 .47 .04058 .0084d1 0.00 ,430 .OU 1931.89 1061.98 ,666 iD65.643 3.8 5.01 .390 IOfi6,033 .00 .745 ~,so ,oo ,oo ~ .0 .35 .04058 .007422 0,00 ,430 ,00 1932.24 1064,99 .690 1065.681 3,8 4.18 ,355 1066,036 ,00 .745 1.50 .DO .00 0 .0 ,18 .04058 ,OO6S24 0.00 ,430 .00 ~i ~n FOS15P CD Vers 2,2 PAGE 8 MATER SURFAC. PflOfILE LISTING File: U3DIG.WSP Studr Date: 5-26-92 Time: 15:54:d6 TRACT 23267-3 6-2 (OLD VAIL RANCN) SiORk ORAIN IINE '~" ; a10 FILE: U3D10.MSP STATION INVERT DEPTN N.S. ~ VEL VEL ENERGY SUPER CRITICAL H6T/ BASEJ 2L NO AVBPR ELEY OF FLON ELEY NEAD GRD.EL. EIiV DEPTN DIA ID N0, PIER L/ELEM SO SF RVE Nf NORM DEPTH 2A kitlkiJiiiikf}Mk%JlIFIikCiiMkiikYit%YttkkiikYif%%ti%%Yi%iifkYtikififYiiikYktkY%YkYtYkYtSkYiiYYYY%%IfYkitkXiitilikkitkii2kifikiiYYY;i 1932.42 1065.OD ,716 1065,114 3.8 4.56 .322 1066,031 .00 .745 1.50 .DO ,00 0 .0 .O4 ,04058 .005131 O.OU .430 .~0 1932.46 1065.00 .145 1065,145 3.8 4,34 .292 1066,037 ,00 .145 1,50 ,00 .00 0 .0 MALL ENTRANCE .00 1932,46 tO6S.00 1.136 1066.136 3.8 1.14 ,D20 1066,156 ,00 .438 1.59 3.17 .00 0 .0 Ti TRAC7 29267-3 IOGU YAIL RANCNI 72 S70RM DRAIN LINB °D-I": Q10 T3 FILB: U3DI,NSP SO ,001029,BD i 1031,77 R 3,121030,35 l .014 fl 16,501032.95 1 ,013 IIE I6.SOIOJ2.95 ? .200 SN 1fi.501032.94 2 1~32.95 CD 1 4 D .00 1.50 .00 ,00 ,00 .00 CD 2 2 0 .00 5.50 3.17 .DO .00 2,00 e 5.i .o ,00 .00 .00 ,00 2 oy e` FOS15P NRTBR SURFACB PRDFIL6 - CBANN61 D6FINI*ION LISTING PAGB 1 File: U3DI,RSP Studp Dete: 6- 9-92 Tine: 16: 5:11 CAAD SBCT CHN NO OF AV6 PI6ft HBIGH4 1 BASE ZL ZR INV Y11~ P12) Y131 Y141 4151 YI6~ Y171 Y19) -191 YI]D) CODE NO TYPB PIBftS NIDPH DIAMETBR GIDSH DROP CD 1 4 1.50 CD 2 2 0 ,00 5,50 3,17 2.00 F0615P WAP6R S~RFAC6 PROFIGE - fI1LE CARD LISP[NG ASADINC LINB AO I IS - TRACP 23267-J (010 VAIL RANCH) HBADING 6INB HO 2 IS - FTORN DRAIN 1INE "U-1"; A10 H6ADING LINB NO 3 IS - FILE: U3DI.kSP F05 1SP MATBR SURFAC6 PROFILE - E1BHENT CAAD LIS4ING 6LBMBNT AO 1 IS A SSSTBN OUPLBf ~ ~ ~ U/S DATA STAPION INV6Rf SBCT ,00 1029,80 I RLBMENT AO 2 IS A RBACB k ~ s U/S DATA STATION INVEP,T SBCT N J,12 ID30.35 I ,014 6L6NBNT BO 3 IS A RBhCH # ; ~ U/S DATA STATION INVERT SBCT N 16,50 ]032.95 1 ,013 6LBNENT NO 4 IS h N661 ENTftANC6 ~ U!S DA7A StATION INVEAS SBCT FP 16,50 1032,95 2 .Z00 SLSHBNT NO 5 IS A S9STEM HBADWOAgS ~ U/S DATA STATION INV6Rt S6CT 1fi,50 1032.95 2 s PAGB NO 1 PAG6 NO 2 N S 616V 1031,71 BADIUS ANCL& ANC PT dAN fl .00 ,00 ,00 0 RADIUS ANGLB ANC PP tlAN A ,DO ,00 .00 0 K S ELBV 1032,95 ~OS yt YARNING N0. 2 rt - Y.AT6R SURFACE BLEVAfION GIVEN IS L6SS THAN 0~ EOOA6S INVERT ELBVATION IN flDVLDS. M.S.BLE4 = INV + DC F0615P CD Vets 2,2 PACk 1 NAtBR SURFACB PROFILB 6ISTING File: U3DI,WSP Studg Date: 6- 9-92 ri ne: i6: 5 :41 PP.ACf 23267-3 101D VAI1 RANCAI STOP,N DRAIN LI NE "D-1": A1D FILB: U3DI.MSP STATION INVSRt D&PTA N,S, A VBL V66 BNBRCY SUPBft CRI4ICAL ACr( BASB! ZL NO d4BP& 6LBV OF FLON BLfiV HEAD GftD,6L. ELBV DEPTB DIA ID N0, PI6F L16L6B SO SF AYB 9F NDR~ DBPTH Zft kiitki3kk FikkiitFi3 #3i;tYiikiF3t#iikYiitkitik3i# iiik#iikf#iik3tk tt#kt3tikit#Ftikk; ttkYiikYi tkiitY33iYi2kRtikiitk#iiY kt#kitiFYi itkii .00 1029.80 1.9T0 1~31,770 5.1 2,89 .129 1031,899 .DO .8fi9 I.SD .00 .00 0 .0 1,J5 ,17fi26 ,Q02734 0,00 .350 .00 1.35 ]030,04 1.735 1031,773 5,1 2.89 ,129 1031,902 ,00 .869 1,50 .00 ,00 0 ,0 HPDRAULIC JUHP ,00 1,a5 1036,04 ,395 1030.4J3 5,( 17,7f 2.920 1033.J53 ,00 .869 1.50 ,00 .00 0 .D 1.77 .17626 .112696 ,20 .366 ,00 3.12 ]030.35 ,4D6 10~0.755 5.1 13.21 2,711 1033,1fi? ,00 .869 1.50 .00 .00 0 ,0 .51 .19432 ,09~B11 ,05 .330 ,00 3,63 ]030,45 .d08 lOJ0,867 5,l 1J.09 t.661 1033,518 .00 ,869 1.5D ,00 .00 0 ,D 2.07 .19432 ,083978 .17 .330 ,OD 5,10 103D,85 .d22 1031.272 5,1 12,48 2,419 1033,691 ,00 .869 1,50 ,00 ,00 0 ,0 1,7D ,19932 ,~73500 ,12 .330 ,00 7.39 1031.18 .437 10J1.617 5.l 11.90 2,199 I033,816 .00 ,869 1,50 .00 ,00 0 .0 1.42 .14432 ,064341 ,09 .330 ,00 8,81 1031,96 ,452 1031,908 5,1 11,35 ].999 1033.908 ,00 ,869 1.50 ,DD ,00 0 ,0 1.20 .19432 ,056324 ,07 ,330 .OD 10,02 1~31.69 .468 1092.158 5.1 10,82 ],817 1033,975 .00 ,869 1.50 ,00 .00 U .D 1.03 .19532 ,049314 ,05 .33d ,00 11.04 1031,89 .484 lOJ2,37~ 5.1 10.32 i.fiS2 1034,026 ,00 ,869 1,50 .00 .00 0 .0 .87 ,19432 ,04320fi .04 .330 .00 11,92 1032.U6 .502 1D~2.562 S.l 9.81 1.5U2 1034.064 .00 ,869 1,50 ,00 ,OU 0 ,0 ,76 ,1993i ,037862 ,0~ ,330 ,0~ 2~G t ?0515P CD Vers 2.2 PACB 2 NdTBR SURPACB PROFIL6 LISfING File: U3DI,NSP Stud~ Date: fi- 9-92 Ti ne: ]fi: 6 :91 TRACT 23267-3 fOLD YdIL ~ANCAI ' STOAM DRAIN LI N6 'D-1': 010 ', FIL6: U3DI,ASP ' STATION INV6RT DBPT6 N.S, B VBL V6l BNBRG4 SUPBR CRITICA4 acr~ BASfi! ZL NO AVBPR ' ELBV OF FLON 6LEV HBAU GRD,BL, ELBV DBPTA D[A ID N0, PIE& 1/6L6N SO SF AVB 8F NORb D6PTH ZR kiikttiiiiitkt#####tk#tYti##ii#ititiiiikktit#iii kif#kii% k3tk#iit kiikYi#iYiitti#kRi %kkittkYi Yktitkiikktifkikt kii#kiit iiitk iSiiY ttkii , 12,68 1032,21 ,519 1032,727 5.1 9,38 1,365 (034.093 .00 .869 1.50 ,OD .00 0 .0 ' ,65 .19432 ,033113 ,02 .330 ,00 13,34 1032,39 ,538 1D~2.873 5.1 8.94 1.2~1 1034.115 ,00 .8fi9 1.5D ,00 .00 0 .0 ' ,59 .19432 .029089 ,02 .330 .OC 13.90 1032,45 .557 1033.003 5.1 8,52 1,128 1039,131 .00 .869 1.50 .OD ,00 0 .0 ' ,49 .19432 .025504 .01 ,330 ,00 ' 14,~9 ]032,54 .597 1033.118 5.1 8.13 1,C26 1034.144 ,00 .869 1,50 .00 ,00 0 .0 ,42 ,19432 ,022315 .01 .330 ,OD ' 14,81 1032.62 ,598 lOJ3,220 5.1 T.75 .93J 1034,153 ,00 ,869 1,50 .00 ,OU 0 ,D ,36 .19432 ,619691 ,O1 .330 .OD ' ' 15.17 1032,69 ,62D 1033.372 5,t 7.39 ,8~8 1039,Ifi0 ,00 ,869 1,50 .00 .00 0 .0 ' ,31 ,19432 ,OIT250 .01 .330 .00 15,~8 1032,75 .643 1083,395 5.1 i.Of .771 1034.165 ,00 ,869 1,50 ,00 .00 0 .0 ' ,26 ,19432 ,0151~9 D,00 .330 ,OD 15,74 1032,80 ,666 1033,4fi9 5.t 6,72 ,701 l034.169 .00 ,8fi9 ].50 .00 ,UO 0 .0 , ,21 ,19432 .O13309 D.00 .330 ,0~ ' 15.96 ]032.84 .69t ]099.575 5.1 6.40 ,637 1034,112 ,00 ,869 1,50 .00 .DO 0 .0 ,17 .19432 .011706 D,00 .330 ,UO ' 1fi.13 ]032,88 ,717 1033,595 5.( 6,11 .579 1034.174 .00 .869 1.5D .00 .00 0 .D .14 .19432 ,010299 0.00 ,330 .00 ' 16.27 ]032.91 ,791 ]079.649 5.1 5,82 ,~26 1034,176 .00 .869 1.50 .DO ,UO 0 .D ' ,10 .19432 ,009010 0.00 .350 .00 ' I ~O, , F0515P CD Yers 2.2 PAGB 3 XATBA SURFACE PROFILB LISPINC File: U3DI.MSP Studp Date: 6- 9-92 Ti ne: 16: 5:41 , TRACT 23267-~ IOLD VAIL RANCHI S1'ORtl DRhIN LINB 'D-1°; A10 ' FILE: U3DI.NSP `' STATION INVBftT DEPTB W.S. A V6L YEL 8N6ftG9 SUPBR CRITICAL HGS( BESB/ ZL NO dVBP& ' BLBV OF FLON BLEV H6AD CRD.BG. BLBV DEPrA DIA ID N0, PI6R L/BLBM SO SF AVB HF NOP,N DSPTN ER kt~#iSitkiStkt3tkii kktikkitkkiik#kitkitk#t##kitikkttkitk Yiikkifk Yitkt;##ktikkitkk# ikki;fkitlktikk#;#ki#tYiiika!lkttk kitYtiltki3kktt ' 16.37 1032.92 ,773 1033,698 5,l 5.55 ,~79 1034,177 ,00 .869 ].50 .00 .00 0 ,0 ' .07 ,19432 ,007996 0,00 .330 .00 16.44 1032.99 ,803 ]033.7~2 5.1 5,29 .435 1034,177 .UO ,869 1,50 ,00 .00 0 ,D ' ,05 .19432 .00705] 0,00 ,3J0 .00 ' 16,49 1032,95 .831 1093.782 5.1 6.OS ,396 1034.177 ,00 ,869 1.50 ,00 ,00 0 .0 ,O1 ,19432 .006215 0.00 .330 ,00 ' 16.50 ]032,95 ,Bfi9 1DJ3,619 5.1 1,81 ,359 1034,171 ,00 .869 1.50 .00 ,00 0 ,0 RALL BNt BANCE ,00 ' 16.50 1032,95 1.356 1034.306 5.1 1.26 .02§ 1039.331 .00 ,515 6.50 8.14 .00 0 .D ' J ' ' 1 ' ' ' ' ; ' ~, 1 z~~R 1 , Tl TftACP 23264-3 IOLD VAIL ftANCHI T2 STDRB DRAIN LIN6 " D-2"; Q1D ' '~ f3 SO FIL6: UJD2,NSP .001029.80 1 1031,77 R 2,~51030.12 1 .014 ' R 26.77103J,45 1 .Ot3 ' NB 26.7410J~.45 2 .200 SH 26,771033.45 2 1D33.45 CD 1 4 ~ ,00 i,so ,oo ,oo ,oo .oo CD 2 2 0 .00 5.00 3,17 ,00 .00 2,00 , A 8,l .0 ' ' I ' I ' I t ' I ' I ' I ' ( ' ~ I ' I ' I' , ,00 ,00 .DO .0~ ~1 ~08 F0515P ~ NAPBft SUftFAC6 PROFILB - CHANN6L DBFINITIDA LISTING PAGB 1 File: U3D2,NSP Studs Date: 6- 9-92 4ine: 16: 9:39 ' CARD SBCT CHN NO OF dV8 PIBA NEICHf 1 BASB ZG ZR INV -I11 Y12) Y(31 P191 Y151 Y~fi) FI'r) Y18) Y191 YI1D) CODB NO T-P E PIERS AIDYH DIA~ETBR YIDTA DROP '`~ CD 1 ~ 1.50 ' CD 2 2 0 ,0~ 5.00 3.17 2.00 F 0 S I 5 P PAC6 NO 1 ' AdTBR SIIRFACB PROFILS - 4ITL6 CARD LISTIBG 66ADINC LINB NO I IS - TRACT 23E67-3 (OLD VAIL RANCHI , BBADING LINB AO 2 IS - SPDRtl DREIN LINB "D-2": Q10 A6ADING GINS NO ~ IS - ' FIL6: U3D2,ASP F 0 S 1 5 P PAGB NO 2 Ad56R SURFACB PROFILB - 6LBNBNI CdR D 1IS4INC , 616HENP AO 1 IS A SYST6M DUTLBP ~ t ~ U/5 DATA STATION INVBRf SBCP Y S H18V ,00 1029.8U 1 1031,77 , 666NBN5 NO 2 IS A P.66CA + + # U1S DETA SfdTION INV6ftT SBCT N AADIUS ANGL6 ANG PT 8AN A 2,43 ]D30,12 1 .014 .00 ,00 ,00 0 ELBdENP AO 3 IS A RBACH t ; < ' UIS UATA StATIOB INVfiRT S6CT N AADIUS AHG6E ANG PP NAN H 2fi.77 1039,45 1 ,O1J .00 ,00 ,00 0 BL6NENT NO 4 IS A NALL BATRANC6 # ' UIS DdTA StAPION INVERf S6CT FP 26,7Y 1033.45 2 ,200 6I,BNENT p0 S IS A SYSSBd HEA-NORBS ~ ~ ' U/S DATA STATION INVBRT SBCT , i! S BLBV 26,77 ]033,45 2 1033.45 ' , ' i i 1 1;~ 1 zo9 t~ NARNING ND. 2~_ - YATE& SURFACS BLE~'ArIOH CIV6N IS LESS THAN OE HQOALS INVEAT ELEVATION IN H~W[DS. N.C.BLBY ~ INV + DC FOS15P CD Uers 2,2 PACB 1 NAPER SU&RACB PDAFIL6 LISTIAG File; U3D2,ASP Stud9 Date: 6- 9-92 4i ne: 16: 9 :39 4&ACP 232fi1-3 IOLD VAIL RANCAI STDRN DAAIN LI NB "D-2"; A10 RIL6: U3D2.NSP STAPION INY6Rt D6PTN 4.5, Q VBL V61 BN6R69 SUP6R CRIT1Ch1 HGT/ BASB/ ZL NO AVBPB 6LBY OF FLON 616V HBAD CRD.6L, BL6V DBPT9 UTA ID N0. PIBR LIBLBtl SO SF AVB HF NORC ~&P7N ZR F3i#i###i ##kti3ki#i #kiiiktAk%fikktik#i; tYi;tkit#kiitk2t tktYkk3f% ititkitfYittkfftkt i#k#iiki% YYiitki3liititiikfi#tkS#l ki;kY ttik# Sik;t ,00 1029,80 ,527 10~0.327 8.1 1~.62 3.3I8 1033.645 ,00 1,103 1.50 .00 .00 0 .0 2.43 .13166 ,096559 .23 ,49Q .00 2.43 1030,12 ,532 lOJ0,642 8.t 14,43 3,233 lOJ3.885 ,00 1,103 1.50 .00 .00 0 ,0 ,09 .1a681 .081153 ,O1 ,460 ,00 2,52 ]030,13 ,532 IOJ0.669 8.l 1~,9D J,218 1033,881 ,00 1.103 i.so .oo ,o0 0 ,D 4,50 ,13681 ,076191 .34 ,460 ,00 1,01 1030,75 ,552 1D31,299 8.1 1~.73 E.926 1034,224 .00 1,103 1.50 ,00 ,00 0 .D 3.53 .18681 ,066824 ,24 ,460 ,00 10.54 ]031.23 .51t 1031.800 9.I 13.09 2,659 1D39.~60 ,00 1.103 1.50 .UO .QO 0 .0 2,82 ,13681 .058595 .17 ,46Q ,00 13.76 1031,62 .592 1032.207 8.1 12.98 2,418 1034,625 .00 1.103 1.50 ,00 ,DO 0 .0 2.~2 .17681 ,051441 ,12 .460 ,00 15.68 ]031.93 ,614 IOJ2.5~6 8.1 11.90 2,198 1024.744 .00 1,103 !,50 ,DO .00 0 .D l,54 .13681 ,045167 ,09 .560 ,00 17.62 ]032,20 ,636 1032,83d S,l 11,34 ],998 1034,832 ,00 1,103 1,50 .00 ,00 0 ,0 1.fi2 .13681 ,03964] .O6 .460 .00 19,24 ]032,42 .660 IOJ3.C80 8.1 ]0.82 1,816 1034.896 ,00 1,103 1.5D .0~ .00 0 .0 1,38 ,13681 .034863 ,05 ,460 ,00 2D.63 ]032,61 ,fi84 lOJ3.293 8.1 10,3t 1.661 t034,945 ,00 1,103 ].50 .00 ,00 0 .0 1,17 ,13681 ,030649 ,04 .46Q ,OD 21,H0 1032,77 .710 ]073.4T9 8.1 9.83 1.501 1039.981 ,00 1.103 1,50 .00 .00 0 .D ].01 .13681 .026958 .03 ,960 .00 2ro - F0415P CD Vers 2.2 PAGB 2 NATHR SURFACB PAOFILB LISRING File: 03D2,NSP Study Date: 6- 9-92 Ti ne: 16: 9 :39 "RACT 23267-3 IOLD VAIL RANCB) STORM DftAIN LI NB 'D-2': C10 FIL B: U3D2.WSP STATION IAV6Rf D&PT.fl N,S. 0 V61 VHG 6N6RCP SUPEP, CRITICAL HGTI BASB! ?L AO AVBPR ELBV OF FLON BLBV HEAD GAD.BL, BL6V DEPTB D[A ID A0, PIBA L/BL6N SO SF AV8 BF NORN DBP7H ZR Yiiikit#Y3###i#kk3# ff#~kkiittiitt#ittti tkf%YYit%tittkikk kiikk7tt Ftikk32kki2kki3iYt tiki##ifi kFili%iilRiiktittk3iYttft fiiitkiikk~ f#ktt 22,80 1032,91 .736 1033,643 8.1 9,37 1.364 1035.008 .0~ 1,]Oa 1.50 ,00 ,00 0 ,D ,84 .19681 ,023732 ,02 ,460 ,00 23,69 1033.02 ,765 ID33.787 8.l 8.9~ 1,241 10~5,026 .00 1.103 1.5D .00 ,00 0 ,D ,72 .13fi8! .02D914 .02 .460 .00 24,39 ]033,12 .491 1D3J.915 8,1 8,52 1,128 I035,043 ,00 1,103 1,50 .OD .00 0 .0 ,60 .1J681 .0184J6 .O1 ,460 .00 24,97 1033.20 ,825 1D34,029 8,l 8.13 1,025 1~35,054 .00 1,103 1.50 ,00 ,00 0 ,0 .50 .t3fiBl ,016215 .01 ,960 .00 25.47 1033.27 ,858 103~.1~0 8.t 7,75 .932 1035,062 ,QO 1,103 1,50 ,00 .00 0 .D .41 .IJ661 .019380 .O1 .460 ,PO 25,88 1033.33 .892 ]034.221 8,1 1.39 ,8~7 1035,068 .00 i.103 1,5D ,UO .00 0 .D ,32 .19681 ,012723 0,00 .460 .00 26,21 1033,37 ,924 IOa4.302 8.I 7,04 .770 1075.092 .00 1.103 1,50 .DO ,00 0 .D .25 .(3fi81 ,011279 0.00 ,960 .00 26,45 ]033,41 ,968 1D34.375 9.1 6.72 ,70U 1035.045 .00 1.103 1.5D .DD .00 0 .0 .18 ,13681 ,O10013 O,OD .460 ,U[~ 26.63 ]033,43 1.OG9 ;G7S.~10 8.1 6,40 ,637 1035,071 ,00 1.103 ].50 .OG .00 0 .0 .11 ,1J681 ,008907 0,00 .460 .00 26.T4 1033.45 1.053 10~4.~99 8.t 6.1f .579 1035.018 .QO 1,103 ].5D .UO .00 0 .D ,03 .1J681 ,00794J 0.00 .560 ,00 26,97 1033,45 :,103 1034,553 8,1 4.82 ,525 1035,OT8 ,00 1.103 1,5D ,OD ,~0 0 .0 ilALL ENT 6ANCE .OG Z /c ~ F0515P CD Vers 2.2 PAGR 2 NATBR SURFACB PROFILB LISTIAG Fi1e: U3D2.NSP Studp Date: 6- 9-92 Si oe: ]4:50 : 5 TRACT 23267-J IDLD VAIL BANCHI STORN DRdIN LI NB 'D-2'; Q10 RILB: U3D2,kSP STASION INVERf DfiP49 W,S, A VBL ~B1 BNSRC4 SUP6ft CRITICAL HCT/ BASB/ ZL NO AUBPR BLBV OF FLON 6LEV HEAD GRD.BL. E16V UBPtB D[h ID N0, PIEA L/BL6H SO SF AVB AF NORN D&PTH ZA kii#kiikk i~#ktitiiX kiittiiikktik####kit ktixtt##t#kStkiif ii~t#ii# kitikii#kit#kistki 3#kt#tk3t tkiiYkt#ktt!lkikt#l3tsi#f kii#t itiki itYtf 24,37 ]033.02 .765 I~S3.785 8.1 fl.91 1,241 1035,02fi .00 1,103 ~.50 ,oo .o0 0 .D ,75 ,13219 ,020914 .02 .470 .00 25,12 1033.12 ,79# :D33,914 8.1 8,52 1.128 1035.042 .00 I.103 1,50 .00 .00 0 ,C ,63 ,t3219 ,0164~6 ,01 .970 .00 25.75 ]033,20 ,824 1034.028 8,1 8.13 1,D25 1035.053 .00 1.103 1,50 .00 .00 0 .D .52 .13219 .016275 .O1 ,470 ,00 2fi,27 ]033.27 .858 1DJ4.180 8.1 1,TS ,932 1035,062 ,QO 1.103 1,50 .00 ,00 0 ,D ,93 .13219 ,014J80 .O1 ,470 .00 26.T0 7033.33 ,892 1034,220 8,1 7.39 .247 1035.068 .00 1,103 1,50 .00 ,00 0 ,0 ,34 .13219 .012723 O,OD ,470 ,OD 27,Od ]033.3? ,929 1Dd4.302 8.t 7.04 .770 1035.C12 .~0 1.103 1.5D .DO .00 0 .D ,26 ,13219 .011279 0,00 .~~o ,oo 27.29 ]033,41 ,96fl 1P34,375 8,1 6.72 .70D 1035.075 ,00 1.103 1,50 ,00 .00 0 .0 .19 .1J219 .01001~ 0,00 ,970 .00 27.48 1033,43 L009 1074,440 8.i 6.4D ,637 1035.U77 ,00 1,103 1.50 .OD ,00 0 .0 ,I1 .13219 ,008907 0,00 ,9?0 ,0~ 27.59 1033,45 1.053 1034,499 8.1 6.11 ,579 1035,U78 .00 1.103 1,50 ,DD ,DO 0 .0 ,03 .13219 .007943 O.OU ,970 ,00 27.62 ]033.45 1,!D3 1034,553 8.1 6.82 .525 1035.07B ,00 1,103 1,5D ,00 .00 0 .0 WdLL BNTRANCE ,00 27,62 ]033,45 1,905 1D35.355 8.1 1.4D ,031 10J5.385 .00 .611 5.00 3,17 ,00 0 .D 2 /OA ' F0515P CD Vers 2.2 - PAGB 3 MA56R SURFACB PROFILB 1ISPINC File: U3DE.MSP Study Date: fi- 9-92 Tine: 16: 9:39 ' TRACT 23267-~ IOLD VAIL RANCHI STORN DftAIN LINB 'D-2'; A10 - FILE: U3D2,WSP ` STATION INVSRT DEPT9 A.S. Q VBL VBL EN%RGY SUPSR CRITICAL HGS! BA581 E6 NO AVBPR ' BL6Y OF FLOG BLEV NBAD GRD,BL. 6LBU D&PTd Dth ID N0. PIBR LIBL6N SO SF AY6 6F NORH D6PTH ZR ki3ik#t#tiittttkk## #kkttFSiFft#ikiiki3iffi#tkiikkiitkittYft##litkitikit#Yi~i#iitkf%k#i~#kiittt#kk#i#kY##kit#k32#k3tfFitkitiiktitki~ ' 26,77 ]033,45 1,904 ]O JS.345 B,1 1.40 .~31 1035,395 ,00 ,671 S.UD 3.19 .DO 0 ,D ' ' , ' ' ' ' ' , ' ' ' ' 1 , : , 2/O(3 'i , ' fl TRACT 23267-~ IOLD YAIL RANCH) T2 STORH DRAIN LINB " D-3°: Q10 f3 FILB: U1~3,NSP , SD .~01030,60 1 1030.81 R L501031.57 1 ,014 R 5,921033.62 1 ,017 WB 5,921033.62 2 .200 ' SH 5.921033,62 2 ]033.62 cn i ~ o ,oa i,so ,oo .oo ,oo ,oo CD 2 2 0 ,DO S,OD 9,14 .00 ~00 2.00 ' A 5.8 ,0 I 1 I , I ' I , I' . I , I ' I 1 I 1 ( ' ( 1 ~ I ' 00 ,00 00 ,00 ~ ~ ~'' F0515P , NAT6R SORFACB PROFILB - CBANNSL DEFINITIDN LISTI NG PAGB ] File: U3D3,ASP Studp Date: 6- 9-92 Tine: ]5 : O:~i CARD 56CT C9N ND 6F AVB PIBR H6IGHf I BAS6 Z6 ZR INV -(1~ Y121 Y(31 PI4) Y151 Yi61 -(?I PI8) 5191 PI101 ' COD6 AO TYP 6 PI BRS W.IDTH DIAHETBR V.IDTA DROP ' CD 1 1 1.50 ' CD 2 2 0 .00 5.00 3,;7 2,D0 F 0 5 1 6 P PACB AO 1 ~i Md?BR SURFACE PROFILE - tIPLE CARD LISYING , B&ADIHG LINB NO 1 IS - I TRACT 23267-3 (OLD YAIL BANCH) HEADING LIN6 NO 2 IS - ' SPORM URAIN LINB "D-1"; Q10 AEA~IBC LIN6 NO 3 IS - FILB: U3D3.NSP ' F ~ 6 1 5 P PAGB NO 2 VId76R SURFACB PROFILE - ELBNENT CAR D LISfINC 6L6N6NT AO 1 IS A S-ST6N OUT1Bf + - ~ ' U/S DATA STAfION INV6A4 S6C7 A S BLBV ,OU ]030,60 l 1030,81 BLBN6N5 NO 2 IS A RBACH ; > r ' U/S Dd'tA SPA7IOH INVBR4 SBCP A RADIUS ANGLB ANC PT NAN A 1,50 1031.37 ] ,014 ,DO ,00 .00 0 BLStlBNR NO 3 IS A &BAC9 ~ ~ # U/S DATA STd?ION INVBAT SBCT N AADIUS ANG66 ANC PT tlAN H , 5,92 703~,62 I ,013 ,00 ,0~ ,00 0 B66NENf NO 4 IS A NALL ENTftAAC6 t UIS DATA S4APION INYERT S6CT FP ' 5,92 IOS3.62 2 ,200 BLBM6NT NO S IS A SYSTBH HEA-NO&HS ~ t ' U!S DATA STAPION [AY6Rt S&CT N S 616V ' 5.92 1033,62 2 1033,62 ' I , ' , ' ' , ' 2~Z s1 NARNING ND. 2 k# - YhT6R SURFACE HL6VAYION GIUEN IS L65S PAAN D& HQUALS INYBAP ELBYdPIOM ?N NDMHDS, N.S,gGBY = INV + DC F0615P CU Vers 2,2 PAGE 1 AATER SURFACE PAOFILB LISTIAG File: U3DJ.YSP Stud,v Date: 6- 9 -92 Ti ne: ]5: 0 :51 f&AGt 23267-3 IOLD VAIL RANCHI STORB DRdIN LI NE "D-a"; Q10 FILE: U3D7,ASP SPATION INYBRT DBPPA A,S, Q V61 VBL 6H6&G9 SUP6ft CRITICAI HGS! BdS6! 2L NO dVBPR BL6V OF RLON 6LEV NBA~ CRD.6L, E16V DEPTA DIA ID N0, PI6E L/EL6N SO SF AY6 HF NORM D6PTH ZR kit#itttkifiYittiit kititt32kkii##i~#Fi# tkiikkk#kkt3kk#4k #tikkiit #iikkkiikt##ti#kk! !#kR#tkit kkttk#i~tii#!#i3t kitkkiit tii## fiiki ~tki~ ,00 ]030,60 .901 1D31,004 5.8 15,11 5,547 10~4.551 .00 ,930 1,50 ,00 ,00 0 .0 6.06 .51335 .1a9781 0,00 .300 .00 0.00 ]030,60 ,90~ ]U31.DOfi 5,8 15.D8 3.532 103~,538 ,00 ,93D ],50 ,OD ,00 0 ,0 ,80 .51335 .13~566 .10 .300 ,0~ .81 1031,01 ,418 10~1,4J2 3,8 1~.38 ~.210 (034.643 .00 .93D 1.5D ,00 ,00 0 ,D ,69 .51335 .114318 ,OB ,300 ,00 1.60 1031,37 .433 1091,flOJ 5.8 13.71 E,919 10"s4,722 .00 ,930 1.50 .00 .00 0 ,0 ,58 .50905 .086165 .05 .280 ,00 2,08 ]03(.67 ,448 1032,ti4 5,8 13,09 2.660 1059,773 ,00 .930 1,50 ,00 .00 0 .0 ,52 ,50905 ,045793 ,04 .260 ,00 2,60 ]03t,93 .463 lOJ2,395 5.8 12.98 2.418 1039.873 .00 ,930 1,5U ,00 .00 0 ,0 ,4fi .5D905 .066369 ,03 .2fl0 .00 3,0fi 1032,17 .460 lOJ2.6d5 5.8 11,90 2,198 1034.843 .00 ,930 1,50 ,00 ,00 0 ,0 ,41 .50905 ,058123 ,02 ,280 .00 3.17 1032,31 .496 1032,869 5,8 11,31 1.99fl 1034.Sfi7 .00 ,930 1,50 .00 ,00 0 ,0 ,36 .50905 ,05~89i .02 .280 .00 3,83 ]032,55 ,514 1033,069 5.8 l0,82 1,816 1034.885 ,00 .930 1,5D ,00 .00 0 .0 .32 .50905 .044609 .O1 .280 .00 4.14 1032,72 .532 10~3.248 5.8 10,3( 1.651 1034.899 ,00 ,93U 1,50 .00 .DO 0 .0 ,28 .50905 ,039D95 .01 .280 .00 4,42 1032,86 .551 IOS3.409 5.8 9,83 1.501 1039.910 ,00 .930 ],50 .00 ,00 0 ,0 ,25 .50905 ,03~285 .O1 .280 ,00 2 ~3 P~515P CD Vers 2.2 PAGB 2 NAT6P, SURFdCB PRDFILB LISTING ~iie: U3DJ,WSP Studp Date: 6- 9- 92 Ti ne: 15: 0:57 TRACT 23267-3 101D VAIL RANCEI STORN -RAIN LI NB 'D-3': Q10 FILE: U3D3.YSF STATION INVBRT ~BPT6 G,S, B V6L VEL BNERCP SUPBR CftITICAL BCf( BASBI ZL NO lVBfA &L6V OP FGON BL6U HEAD GRD,6L, 6LBV D6PTB DIA ID N0. PIER LlELBK SO SF AV6 BF NDRM DBPTH ZR ?itkkiiti Sikt3Xtttt ##ti#kittki#kkittkii iit%tkit#kiittliY k3i#kii#kti#kttkkttkkt#kki ikkitkkii#it 2ik33kttfkYk#fkii?ki## kYik% 3tkk3 fikit 4.67 1032,98 .571 1D93,554 5,8 9,37 1.365 1039,918 .00 .930 ],50 .DO ,00 0 .D .22 .50905 .030086 ,O1 ,2fl0 .00 9,88 ]033.09 .592 1033,684 5.8 8.94 1.2~1 1034.925 .00 .930 1,50 ,00 ,00 0 .D .19 ,S090S ,026100 ,O1 .280 ,00 5.04 1033.19 .613 10~9.802 5.8 8.52 1.128 1034.930 .00 ,93~ ],50 ,00 .00 0 .D ,16 .40905 .023175 0,00 ,280 .00 5,29 ]033.27 .636 ]033.909 5.8 8,13 1,024 1034,939 ,00 ,930 1.5D .00 .00 0 .0 .14 .56905 ,020357 0.00 .280 ,00 5,38 ]033.35 ,fi59 1D34.005 5.8 7,75 .932 1034,937 ,00 .93D 1,50 .00 ,00 0 ,D ,12 .50905 ,0148fl9 0.00 ,280 .00 5,40 1033,41 .664 IOJ4.092 5.8 7.39 .847 1034,939 ,00 .930 ],50 .DO .00 0 .0 .I1 .50905 .015728 0,00 .280 .00 5,61 1033,46 .709 1039.140 5.8 1.04 ,770 (034,941 ,00 ,930 1,50 ,00 .00 0 .0 .09 .50905 ,013833 O,OD ,280 ,00 5.70 ]033,51 .736 lOJ4.241 5,8 6,72 ,700 1034.942 ,00 .9J0 ],50 .00 ,00 0 .0 ,07 .5D90S .012179 0,00 .280 ,00 5,T7 ]033,59 .7fi1 1034.306 5,8 6.90 .637 1034,94~ ,00 .930 1,50 .DO .00 0 ,D .O6 ,50905 .6107~2 0,0~ .280 ,0~ 5.82 1033,57 ,794 ]079,365 5.8 6,1t ,a79 1034,943 ,00 .930 ],50 ,00 .00 0 .0 .0~ .509~5 .009466 0.00 .280 ,00 5.87 1033.59 .825 10~4.418 ~.B 5,62 ,526 1034,994 .00 ,930 1,50 .00 ,00 0 ,0 .03 ,50905 .008352 O.OD .280 ,00 ? r~/ FC515P CD Vers 2,2 PAGB 3 NdPBR SURFACB PROFIL6~IISPINC File: U3D3.NSP Studp Date: 6- 9-92 Tine; ]5: 0:5i TRACT 23267-7 (OLU VAIL P.ANCB~ ST08N DRdIN LINB 'D-3'; Q10 FILB: U7D3.XSP STATION INYBRf DEP4A A.S. Q VB1 VBL 6NBRC9 SUPBR CRITICAb HGP! Bd56/ ZL AO AVBPR 6LEV OF FLON BLEV HBdD CRD,BL. 668V DSPTH U[! ID N0. PIB& L/BLBN SO SF AV6 AF NORM D6PTH ZR !t##ti##kkttkitttttYtiikki#kkfxkli#kkitkii##kii#ki#kkiikkitkkiikkikkki##ki~fki#ik3tkkii#YitSt3itkk~tkiitiiikkki##itY#iSFkii%#St#Yi% 5,90 1033,61 .857 1034,466 5,8 5,56 ,998 1034.944 ,00 ,930 1,50 ,00 ,00 0 .0 ,02 ,50905 .007379 O.OD .280 ,00 5.91 1033.62 ,892 lOJ4.5P9 5.8 4.29 .43§ 1034,949 ,00 ,930 1.50 .00 ,00 0 .D ,O1 ,50905 .006522 0,00 ,280 .00 5.92 ]033,62 ,930 1099.540 5.8 5,~1 ,394 1034,9d4 ,~0 .93D 1.50 .00 ,00 0 .0 WdL6 BNtRANCB ~~~ 5,92 1033.62 1.473 1~35,C93 5,8 1,32 ,021 1035,120 ,00 ,§54 5.00 J.19 ,00 0 ,0 z,yR , '~~ ' , , H Y D R A U L I C S t Q2 O STC7RM FRECJUENCY ', ' S T O R M D R A I N L I NE " E" : , ' . ' ' ,. , , , ' ' ' ' , , ~ ~3 srs P1 TRACY 2J267-3 IOLD YAIL RAACH) T2 STOP.tl DRAIN LINB "B" t3 FIL6: U7B10 SD 992.091030.00 I 1034.40 R 1006,451030.10 1 .014 .00 ,00 0 R 1D27.4~1030,2t 1 .013 .00 ,00 R ]041,T91D30.30 1 ,013 9.19 ,00 R 1D42.661030,36 1 ,O13 .00 ,00 ft 1193.271031,09 1 .O]J ,DO ,~0 JX II76.~11031,61 2 3 .~13 ]0.63 1031.fi1 90.D0 R 1176,551031.62 2 ,013 ,00 ,42 1 R 1221.441031.87 2 ,013 ,00 ,00 0 J% 1224.fi11032.39 ~ 3 ,013 8,84 lOJ2,39 90,00 R 1224.621032,40 4 ,D13 .DO fi4,S8 I R 1's27,821D36,21 4 .013 ,00 ,00 R 1380.181038,14 4 ,O1J 30,00 ,00 R 1l03,~91039,00 ~ .013 ,00 ,DO 0 N6 1403.391039,D0 1 .504 SB 1103.391039.00 1 lOJ9.D0 CD 1 4 0 ,00 3,00 .00 .00 .DO ,00 CD 2 4 U ,00 2,50 .00 ,00 .00 .~0 CD 3 4 0 .DO 1.50 ,00 ,00 ,00 ,00 CD 1 4 0 ,00 2,00 ,00 ,00 ,00 ,00 q 9.3 .0 2/6 F0515P NATBR SURFACB PAOFILB - CEAHNEL DBFINITIDN LISTING PAGE 1 File: U3EID,WSP Study Date; 6-]1-92 fine; 13:69:21 CARD SBCT CAN NO OF AV6 PIHR HEICHf 1 BASE Z1 ZR INV -I11 Y12) Yf3~ F19) Y(SI Y~6) f17) Y18) 9~9~ PI10} C0~6 NO T9PE PIBRS NIDTH DIAMETBR @IDTH DAOP CD 1 ~ 3.00 CD 2 9 2,50 CD 3 ~ 1.50 CD ~ ~ 2,00 F0516P NATBR SURFACE PROFILE - TIPL6 CARD LISPIpG flBADTNG LINB NO 1 IS - TRhCT 23267-3 (OLD VAIL PANCAI HSADING LINE NO 2 IS - STORN DRAIN LINB "B" A6ADING LIN6 NO 3 IS - FIL6: U3fi10 RO41 4P YdTBR SURFAC6 PROFILE - 616NEHT CARD 1IS PING 6LBAEN7 NO 1 IS A SYST6M DUTL6f ~ # a UIS DATA STAYION INVBRP S6CT 992,09 ]030,00 1 6LBNBNP NO 2 IS A RBACA ~ = x U/S DATA SPATIOH INVERT S6CT A 1008,96 ]030,10 1 .01~ BL6tl6Nf NO 3 I: A RBACfl x # r UIS DATA StdTIOA INVfiRT SBCT N 1021,44 1030.21 1 .013 BL6NSNS NO 9 IS d RBACA k ~ ~ U/S DATA StATION INVERT S6CT N 1D41.79 1030.36 I ,013 SL6MENP NO 5 IS A RBdCH k 3 # U15 DATA SfATIOH INVERT SRCT N 1D52,fi6 1030,36 1 ,013 SLBNENT HO 6 I: A RBACA k ; # UIS DATA 5TdTI0N INVERT SBCT A ]17J,27 ]031.09 1 ,013 EL6NENT NO 9 IS A 7UNCTIOH ~ k t k U/S DAT~ STASION INY6Rf SEGT LAT-1 LAT-2 N 1176.94 ]031.61 2 3 0 .013 6LEdBNT NO 8 IS A A6ACB # ~ # U/S DATA StARION INVERT SBCT A 1196,45 ]031,62 2 ,013 BLSNBNT NO 9[S A R6ACH t x # UlS DATA STATION INVERT SBCT H ]221,44 1031.87 2 ,Q13 6LBNENT NO 10 IS A JUNCfION ~ x ~ x U/S ~ATA STATION INYBRf SECT L6T-I LAP-2 N 1224,61 1032,39 4 3 0 .013 E16MBNT HO 11 [S A fl6ACH ~ a x U/S DATA SfATIDA INVEP,f 56CT A 1221.62 1032.1G ~ ,013 PAGB NO 1 PAG6 AO 2 M S EL6V 1034.10 RADIUS ANG6B ANC PT NAN H .00 ,00 ,00 0 RADIUS ANCL6 ANG PT HAN A .00 ,00 .OD 0 AADIUS ANGLB dNG PT NAN 8 .OD 9.14 ,00 0 RADIUS dNG6B ANG PP HAN A ,00 .00 ,00 0 RADIUS ANG16 ANC P7 NAN A ,00 ,00 .00 0 i t r Q~ 99 IBVERT-3 INVERY-4 PHI 3 PBI ~ 10,6 .3 I031,61 ,00 90.00 .00 RADIUS ANGLB ANG PT. NAN H ,00 .00 ,42 1 AADIUS ANGLB dNC PT tlAN H .00 ,00 .00 0 # k k Q3 N~ INVBRT-3 INVERT-4 P9I 3 PHI 9 8.8 ,~ 1032,39 ,OD 90.00 ,00 RbDIUS ANGLB dNG PT tlAN B .UO ,00 64.58 1 ~ z ~~ ' FDS 15P NAT6A SURFACE PROFILE - ELBHEHP CARD 1ISPINC ELBNENT NO 12 IS A REACB ~ ~ a ' UIS DATA SfATION INVERP S6CT N 1321,82 ]036.21 4 ,013 ? 6LBN6NS NO 13 IS A ARACB t ~ x U/S DATA S4ATIGN INVERS SBCT N ' 1380,18 1038,1~ ~ ,013 BL6NBNf NO 14 IS A RBACB ~ s ~ ' UIS DATA STATION 1~03.39 INVERT 1D39.00 S6CT 4 N ,013 EL68&NS NO 15 IS A VA11 ENTRdNC6 r U/S DdTA STATION INVERT 58CT PP , 140J,39 1039,00 1 ,500 668HSNP NO 16 IS A S°SPBB HBADWOR65 s 0/S D6Td STATION INYBRf SBCT , 1403,39 1039.00 1 , , ~ ' ' ~ , ' 1 , , ' ' , t V S ELBV 1039,00 PAGB NC ' RADIl~S ANGLB ANG PT NAN H .DO ,00 ,00 0 RADIUS ANGLB ANC PT NAN 6 .00 30.OD ,00 0 RADIUS ANGLB dNG PT BAN A ,00 .00 .00 0 Z~$ k; NARNINC N0. 2 i~ - Y.APBR SURFAC6 ELBVETION GIVEN IS LESS THAN OP ECUALS INVBRP BLEYAPION iN HDAHDS, N.S .ELFV = INY + p^ ?0515P CD Vets 2.2 PAGB I NATB R SURFAfR PROFILE 6I STING wile: U3EI~.MS P Study Date: 6-11 -92 Ti ne: ]3:59: 21 TRACT 23267-3 IOLD VAIL RANC~I STORtl DRAIN LIN6 '6" FILE: U3E1D STAT[ON INV6RT D6PTH N.S. A 9BL VBL BNB6CP SUPER CRITICAL HGT! BASB/ ZL AO AUBPR ELEV OR F60N 6LEV HBAD CftD.BL, EL6V D6PYA DIA ID N0, PI&& LIEL68 SO SF AV6 AF NDRB D&PTH ZR ktittitF%t itii~ktS#kii#?#i;kiiiik#ik#3iiki~3#3t#k#33kii ikt#kki## kiik#3#ikSi k#i##ki#lii~ikiiYiitiki~tttitiitx3itt#i## ktik kiik#i #kki# 992,09 ]03D.00 1.400 IOJ4,400 29.4 1,16 .269 1034,6fi9 .00 1,756 a.00 .00 ,00 0 .0 16,36 ,00611 .002253 .04 1.686 ,00 1008,~5 103D.10 4.337 ID14.437 29.4 1,16 .269 1034,70fi .PO 1.756 3.00 .00 .00 0 ,0 18,99 .005T9 .001943 .04 1.fi40 ,00 1027,d4 1030,21 4,264 1034.~9~ 24.4 1,16 ,269 1034,142 .00 1,T56 3.OD .OD ,00 0 .0 14,35 .D0628 ,0019~3 ,03 I.600 ,00 1041.T9 1030.30 4,219 1054.519 29.~ 1,16 ,269 !034,P87 .DO 1.756 3.~0 ,00 .00 0 .D 10.87 .00551 ,001943 ,02 1,663 ,00 1052,66 !030,36 4,180 1034.540 29.4 ~.I6 .269 I034.808 .00 1,756 a,oo .oo ,o0 0 .D 120,61 ,OO60S .001943 ,23 1,616 .00 1173.24 1031,09 3,685 iD34.714 29,4 4,16 ,269 1035.043 .00 1,956 J.00 .00 ,00 0 ,0 JUNCf STR .16406 ,001989 .Q1 ,OD 1176,19 103L61 3,443 1095.D53 18.5 3.77 .221 1035.274 ,60 1,458 2.5D ,00 ,00 0 ,0 ,O1 ],00000 .002D34 O.OD ,360 .OD 117fi,45 1031.62 3,4d4 1035,064 18.5 3,77 ,221 1035,285 ,00 1,458 2.50 ,OD ,00 0 ,D 44,99 .DOS56 ,002D34 ,09 1.402 ,00 1221.44 ]031,87 3,286 lOJ5.iS6 18.5 3.79 .221 1035.~16 ,00 1,158 2,50 .00 .00 0 ,0 JUNGT STR .1fi40~ .001862 .01 .OG 1224,61 1032,39 3,097 1035.487 9.3 2,96 ,136 l035,623 ,00 1,089 2.00 .~0 ,00 0 ,0 .01 1.DOODD ,001690 O.OD ,270 .00 1224,62 ]032.40 3,123 10~5,523 9,3 2,9fi .136 1035,659 ,00 1,099 2,U0 .00 .00 0 .D 31.88 .OJ692 ,001674 ,05 ,630 .OD 21 ~ l~J ' - F0~15P CD Uere 2.2 PAGB E NATBR SURFACE PRDFILB LISPING ?ile: U3El0,NSP Studr Date: 6-11-92 Ti ne: 13:59 :21 , TRACT 2326i-3 (OLD VAIL RANCHI STOftM DRAIN LINB 'S" RILE: U3E10 STATION INYBftr D6F*3 G,S, A ~BL 4EL 6NBRCP SUPBR CftITICAL HGP/ BdSBI ZL NO AVBPR ' 6L6V OF FLOA BLEV HBAD GRD,BL, ELBV DBPTH DIA ID N0. PIEk L/BLBN 50 SF AYB AF NDRM DBPTH ZR ' titkkitkki#k#i#3kit kki;YFii#kitttSitFiikki#YkYik#iikk#tt %t#kki;3 k#itkiiikii#iitiki ~#kii##ii tt33kkttkktt#iiitti#kkk#t kiiYFi3#Yi it#3i 1256,50 ]033.58 2.000 1095.577 9.3 2.96 ,136 1035,T13 .00 1.089 2.00 .00 ,00 0 .0 , ~,85 ,03692 .OO1S68 .01 .63Q ,00 1261.34 1033,7fi t,814 1035.610 9.3 3.1D .150 1035.719 ,00 1.089 2.D0 .00 ,00 0 .0 ' ,75 ,03692 ,001489 O,OD .630 ,00 , 1262,69 1033,T8 i.784 IOJ5.567 9.3 3.11 ,153 1035.121 ,00 1,089 2,00 .00 .00 0 .D H-DRAULIC JUNP ,00 , 1262,09 1033,78 ,630 1DJ4,413 9,3 10.97 1,867 IC36.281 ,00 1.089 2,00 .00 .UO 0 .0 17.21 .03692 ,036508 .63 .630 .00 , 1279 30 1031 42 630 1D33 049 9 3 10 97 1 867 1036 916 00 1 089 00 2 OD 00 0 0 , , , , . . , . , . , , , . ' 48,52 ,03692 ,035291 1,71 ,630 .00 1327,82 1036.21 .641 1036,851 9,3 10,7D 1.777 1038,628 ~00 1,089 2.00 .OD ,OQ 0 .0 ' 9,55 .0~666 .033504 ,32 .630 .00 1~37.~fi ]036.56 .646 !D~7.208 9.3 10.57 1.935 1036.993 .00 1.089 2,00 ,00 ,00 0 ,0 ' 22 59 03fi86 O~D89F 70 630 OD . , , , , , ' 1359,96 1037.39 ,669 ID78,D69 9.3 t0.08 1,578 1039.641 .00 1.089 2,00 .00 ,00 0 .D 12,21 .D3fi86 ,027017 ,33 ,630 ,00 ' 1372,1fi 1037,89 ,693 1D38,538 9,3 9.61 1,531 1039,972 ,00 1.089 2.00 .DU ,UO 0 .0 fl,02 .OJ686 ,023740 ,19 .630 .00 ' 1380,18 1038,14 ,418 1D38,848 9,3 9.16 ].304 1040.162 .00 ],089 2.00 ,00 .00 0 .0 ' 2.66 .097D5 ,021627 ,Ofi .630 ,00 I382.89 1038.24 .728 10J8.966 9.3 .fl.99 1,256 1090.222 ,00 1,089 2,00 .00 .00 0 .0 , 5,1D .03705 ,019772 ,10 .630 .UO ' . ' 21 ~Q F0515P CD Vers 2.2 PACS 3 MAT6R SURFAC6 PAOFILB 6ISPING File : U3E10.N5P Studp Date: 6-II- 92 Pi ae: ]5:59:21 TftACT 23267-3 IOL~ VAIL A~NCHI STORM DRRIN LIN6 ' S" FILE: U%E10 STATION INYSRT DBPTH M,S, A VBL VBL 6NERGY SUPBR GRITICAL HCTI 6d56f ZG HO AVBP& ELEY OF FLON &LEV HEdD CRL,BL. EL6V DEPfH DIA ID N0, PIEA LIBLBH SO SF AYS AF NDRtl DBPTH 2R ki~##ittkii#titkkfi ikiiitiitkJtki3iik###k3# ######33tktkk ##~##tit #iikki##kk3ikt~tk# ##ki~#kidik# ;ik#ikk#itkiltYi~#tfik k3itk iSiki iSkif 1387,94 1038,43 .751 1039.181 9,3 8,58 ].1~2 1040.J23 ,00 1,089 2.00 ,OD ,00 0 ,0 3,90 .03705 ,0143~9 ,07 .fi30 .OD 1991.84 1038,57 .181 1Cv9.3~3 9.3 8.19 1,038 104D,~91 ,00 1.089 2,00 .00 .00 0 ,0 3,09 .D37~6 ,015210 ,05 ,630 ,00 t's94,88 ]038.68 ,809 ID39.194 9,3 7,80 ,94~ 1040,437 ,00 1.089 2,00 .00 ,00 0 .0 2,35 ,03105 .013361 .03 .690 ,00 1399,23 1038,17 .839 1039.611 9.3 1,4J ,BSB 1040,4fi9 .00 1,089 2.00 .00 .00 0 .0 1.86 .DJ705 ,01172fl ,02 .630 ,00 1399,09 1038,84 .870 10~9.711 9.3 1.09 ,780 1090,491 .0a 1.089 2.00 .00 .00 0 .0 1,45 .09705 ,010304 ,01 .630 .00 1~00,54 ]038,89 .902 ID39,797 9,3 6,76 ,709 1G40.S06 ,00 1.089 2,00 ,00 ,00 0 .0 1,09 ,03705 ,009058 ,O1 ,630 ,00 1401,63 1038,93 .936 ]039.871 9.3 6.94 ,645 1040.415 .00 1.089 2,OD .OU ,00 0 .D .81 .03705 ,007968 .01 ,630 ,00 1402.44 ]036,96 .971 1D79.936 9.3 6,14 ,5E6 1040,522 .00 1,089 2.00 .00 .DO 0 .0 ,5~ ,DJ705 ,007012 0,00 ,630 ,OU U02,99 ]038,98 1,008 1D39.993 9,3 S.B6 ,537 !040.526 ,00 L U89 2,00 .00 ,00 U .D ,31 .03706 ,006177 0.00 .630 .00 1103,29 1039,00 1,047 1D~0.043 9.3 5.58 ,484 1090,i28 .00 1.029 2,OD .OD .00 0 .D ,10 ,03705 .005139 0,00 ,630 ,00 U03.99 1039,00 1,089 1G~O.Ofl9 9.3 5,32 ,439 ID40,S26 ,DO 1.089 2.OU .00 .00 0 .0 YALL BN4&ANCE •~~ ZI~C F0515P CD Vers 2.2 - PAGB 1 NATBft SURFAC6 PROFILB LIS4INC File: U3E]O.ASP Study Dete: 6-11-92 Tine: 13:59:21 TftdCT 23267-3 106D VAIL AANCN) S9'GRC DRAIN LINB 'B" FILE; U9E1D STATION INVBRf DEPTA N,S, q VBL VEL BNB&G9 SUP6R CftITICAL ACT( BASS/ iL NO AVBPP. ELBY OF FL6N 6LEV HEAD GRD,BL, E6HV DBPTA DIA I~ N0. PI6R L1866N SO SF AY6 AF NDRN DBP7H ZA kSit%ti#k#i#kti#k####ittkiiiki2!%tifFiitki##kt#lkt~#k#i#!#iYFtt##ii#k;~t#kYikkitiYi#k#3#kkitt#i~tikf~kFiitYtt##tikiiifkix3RtAtk32kY>i 1163,39 1039,00 1.554 1040,554 9.3 2,52 ,098 1090,652 ,00 .964 J,00 .DO .00 0 ,0 ~i~fD ~ ~ ., ~ ~ ' HYDRAUL I CS r CJ10 STL7RM FRECJIJE/VCY ' STORM DRAIN LINE "F" 'i ' ^ ' 1 , ' , , 1 . ' ~~ 1~e T1 TRACT 2J2fi7-3 IOLD VAIL RANCHI T2 STORN DRAIN LINB "F' ; Q10 T3 FILfi: UaF10.NSP SO 99~.DD1039,55 1 1047,74 R 1018.001040.BZ 1 .014 .00 ,00 0 R 1022.2110~1.05 1 .014 t5,61 ,00 R 103~.001041,67 1 ,OIJ ,UO ,DO R 1074.001051,69 1 .OIJ .00 ,00 J% 1078.661052.49 1 .013 g 1193.t91D57.26 1 .013 ,00 ,00 ft 1226,891058.39 t .013 39,50 .00 R 1279.611057.60 1 ,01~ .00 .00 J% 1285.301053.62 1 2 .017 .1 ]DS4.37 53,85 R 1317.911053.87 1 ,013 40.8~ ,OU J% 1~53,S71D54,76 3 2 .013 6.5 1035.26 53.04 R 1106.821058.49 3 .D1J 3fi,5~ ,00 J% 1412.~81059.D2 3 2 .013 ~,4 1069.62 45.90 R 1616.081071,73 3 ,013 ~0.78 ,00 Jg 1620,791078,21 3 ,013 R 1890.421102,80 3 ,0t3 .00 .00 J% 1895,081t03,27 3 ,018 A 2089.721117.16 3 ,013 10,D8 ,00 A 2123,791I19.S9 3 .013 .00 .DO dR 2128.451119.96 3 .013 E 2198,291120,80 3 .Ot3 88.92 ,00 R 2230,021121,18 3 ,613 ,00 .00 R 2265.891121,61 3 ,0t3 ].09 ,00 J% 2273,801122.36 ~ S 4,013 9.5 10 ,91122.361122,36 45,47 18,65 R 2352.05112~,78 4 .D13 2.6~ .00 J% 2357,711124,96 1 2 .013 .1 1130.4fi 54,25 R 2407.381126.5D 9 .Ula 61.62 ,00 ft 2~17.191126.82 1 .013 .00 .00 N6 2~17,741126,82 5 .200 SH 2~17.741126.82 S Ilt6.Bi CD 1 4 ~ .00 3,00 ,00 ,00 ,00 .0~ CD 2 4 0 ,00 1.50 .00 .00 ,00 .DO CD 3 9 0 ,DO E,50 .00 .00 .00 .UU CD 4 ~ 0 .00 2,00 .DO .00 .00 .UO CD 5 4 0 .DO 8.00 3.17 .DO .00 .00 e ~2.~ .o 2zv F0515P WhTBR SURFACE PROFIL6 - CBANNE6 DEPINITIDN 6ISTIHG PAGB 1 File: U3FIO.MSP Study Date: 6- 9-42 fine: 8: ~:31 CARD S6CT CAN NO OF AVB P18R HEICHf 1 BASB 26 ZR INV YI1) Yf2~ -13~ YI~~ -I5~ Y16) Y17~ P1.9~ Y(41 YI10) CODB NO TVP6 PIBRS RIDTH DIdNETBR NIDTB DROP ~ CD 1 1 3.00 CD 2 4 1.60 , CD CD 3 ~ 4 4 2.50 2.00 I CD S 1 8.00 I ' FOSI SP RAT6R SURFACE PROFIL6 - PI7L6 CARD LISTINC BEADING LINB NO 1 IS - TRACf 23267-3 (06D VAIL &ANCB~ , ABADING LINB NO 2 IS - STORN DRAIN LINB °F' ; Q10 ABADING L INB N~ 3 IS - ' FIL6; U3F10,YSP FOSI SP , ilAPBR SURFdC6 PROFILB - BLBNENY CAAD LISTINC BL6NBHT AO t IS A SYSTBN OUfLHT ~ k ~ U/S DATA STATION INVBR4 SBCT 991,00 ]039.55 1 , ELBtlBNT NO 2 IS A B6ACA k ; ~ U/S DATA SfATION INVERf S6CT N 1~18.00 1040,82 1 ,01~ '- 6LBNENT NO 3 IS p flBACH t i t 0/S DdTA SPdTION INVER9' SBCT N 1022.21 10~1.05 1 .01~ BL6NBNT NO 4 IS 8 RBACH 3 i x , UlS DATA SfATION INVERT S6CT A 103~.00 ]041,fi4 ] .013 EL6NBNf NO 5 IS A RBACH t t k , UIS DATA SPATIOB INVERt SECT N ]07~,D0 1051,69 1 .013 6LBHSNT NO 6 IS A 7UNCTION ~ k ~ # ' U/S DATA STdfION [NYBR4 S~CP LAT-t LAP-2 N 1078.6fi 1052,19 l 0 0 .013 666tlENt NO i IS A R6ACB t t k U/S DdPA SfA5I0N INVERP 56C9' A , 1193.19 ]057.25 1 ,013 BLBN6NT NO 8 IS A RBACA # ~ x U(S DATA STAPION INVERf 56CT A , 1226,831053.39 1 ,013 SL6NBNP NO 9 IS A ABACH t s x UIS DATA S4ATIOA INVBRT SBCS H ' iz~s,sa iosa.so i ,ois BL6N6NP NO IO IS A JONCTION ~ k ~ x U/S DATA STATION INVBRT S6CT LdT-1 LAT-2 N 1285.30 1053,62 t 2 0 .013 , ELBMENT HO ll [S A RBACA t ; # U/S DATA SfAYION INY6RP SBCT N J 1347,91 ]053.87 1 ,013 ' ' 616MfiNT AO 12 IS A JUNCfION ~ x 3 z U/S DAfA STd4I0N INVBP.P SECT LET-1 LAi'-2 N 1363.57 ]051.7fi 3 E 0 ,013 , PAGE NO 1 PdG6 NO 2 II S 61BU f047,T4 RADIUS ANGLB ANG PT dAN H ,00 ,00 ,00 0 RhDIUS ANGLB ANC PT NAN H ,00 15,61 .00 0 RADIUS ANGLB dNC PY HAN A ,00 ,00 ,00 0 AADIDS ANGLB ANG PT AAN B ,00 .00 ,00 0 t t t Q3 91 INVBRT-3 INVBkY-1 PAI 3 PAI ~ ,0 ,0 .DO ,00 .00 ,UO EAUIUS ANGI,6 dNG PT NAN 9 .oo ,oo .oo 0 RADIUS ANCLB dHC PT MAN A .00 39,50 .60 0 RADI05 ANGL6 ANG PT NAN H .00 .OD .OD 0 t # k p3 p4 INVB&T-3 INVE&7-~ PAI 3 PAI ~ ,l ,0 (064.37 .00 53,85 .00 RA6IUS ANG18 ANC P7 HAN A .GO 4D,E3 .OD 0 r t s 03 A~ INVB&P-3 INVBF7-4 P9I 3 PAI ~ 6.S ,0 1055,2fi .00 53,Q~ .00 z2/ zt NARNIAC N0. 2;~ - AArER SURFACB E66VATION G[VBN IS LESS THAN ~R 6a0ALS INVBRf BLEVATION IN NDN6D5. N,S,E6EV : IN1' f Di F0515P CD Ve:e 2,2 PAGB 1 W6TBA SURFAC6 PROFiLB 6IS4ING File: U 3F10.MSP Study Date: fi- 9-92 Ti ne: 8: 1 :31 TRA^T ?J267-a IOLD VAIL RANCAI SSORN DRAIN LIN6 "F" : A10 FILB: U3Fl0.ASP STATION INVBR4 DEPTA N,S, 8 VBL ~ Y6L BNERGY SUPSR CRITICAL HCT/ BAS8/ ZL NO AVBP& BLBV OF FLOA BLEV NEAD GRD.6L. ELBV DEPTA DIA ID N0, PI6R LIBLEH SO SF AV8 8F NORtl DEPTH ZR #fikkiYk# itt#iifiti #ki~it#ilktikYiitkitti3ti#i;i t;###ii# ktt#ki#k kiiiti##iii #kf#tit itkt33#i# #ii33#tik#i##if## kk4lkt!# ki3iY i##ki titi# 994,00 1~39,55 8,190 1D47,740 13.9 6.21 ,599 1~48.339 ,00 2.159 ~,~0 ,00 .00 0 .0 21,00 .05241 .005024 ,12 1.142 ,00 1018,00 1040.82 7,041 1011.861 ~3.9 6.21 ,599 1048.~59 .00 2.159 ~,00 .DO ,00 0 ,0 1,21 .05466 ,005029 ,02 1.132 .OD 1022.21 1041.05 6,982 1017.932 43.9 6,21 ,599 104E,S31 ,00 2.159 J,00 ,00 ,00 0 ,0 11,99 .03258 ,004332 ,05 1.100 .00 1034,00 1041.67 6,313 1047,98~ 13,9 6.21 .599 1048.582 ,00 2.159 3.~D ,00 .00 0 ,D 1,47 .25000 .004332 ,02 ,739 ,OU 1038.41 ]Od2,79 5,213 1048.001 13.9 6,21 .599 1~48.600 ,00 2,159 5,00 .00 .00 0 ,0 HPDRA~LIC JUNP ~~~ 1038.47 1042.79 ,889 1013,677 43,9 2§,03 9.43E 1063.~08 ,00 2,159 ~,00 .DD .00 0 .0 5.92 ,250D0 .11~868 .66 .733 .00 1044.39 1094.27 ,920 10~5,166 43,9 23.84 8.628 10:~4.014 .00 2,159 7.00 .00 ,00 0 ,0 5.03 .25000 ,096916 ,49 ,733 .00 1049,41 1045,52 ,953 104fi,476 43,9 22,73 8.~26 IPF9,S02 ,00 2,159 J,00 .~D ,00 0 .0 1,22 .25000 .064888 ,36 .733 .OD 1053.63 1046,58 .986 1047.564 17.9 21.68 7,296 1054.860 ,00 2,159 3.OU ,OD .00 0' .0 3.58 ,25000 ,01d1S0 .2? ,732 ,00 1057.2] 1047,97 1,021 1D98,49~ 43.9 20,67 6,633 1055,126 ,00 2.159 J,DO ,00 .00 0 .0 3,06 .25000 ,065170 .20 ,73~ ~~~ 1060.29 1048,24 1.058 ]049.296 43.9 19.71 fi,030 1055.J25 .00 2.159 3.00 .00 .00 0 .0 2.fi5 .25000 .057126 .15 ,13a .00 Z2y F0515P CD Vers 2,2 - PAGB 2 NATBR SUP,PACB PROFILB LISPING File: U3F10.WS P Study Date: 6- 9-92 Ti ne: 8: 1 :31 TP,ACT 23267-7 IOLD VAIL RANCAI STORM DRAIN LIN6 'F" ; Q10 FILE: ~3P1D,NSP STATION INV6RT DEPPA N.S. q t'6l V6L BNE&C4 SOP6R CRITICAL AGTI BdS6! Z6 NO AVBFR BL6V OF FGOY BLEV NEAD GRD,BL, EL6V DEPTA DIA ID N0, PI6R LIBLBN SO SF AVB 6F NORN DEPTH ZR kiitki#3iii##k33Yti lkiYikiitkiti%YiifYkkktitit#ti;;#k2iikiikiiif ikikkktk#Y%#kiik%! ik%fit#ii tkittktiik#~kYiS3kiiFit~t iYi#kfiik3 ittSi t062,92 1046,90 1.095 ]019.995 ~3.9 18,79 5.482 1055.477 .00 2,159 3,00 .00 ,00 0 ,0 2.29 .25000 ,050085 ,il ,733 ,00 1065.21 ]049.47 1.135 1050,608 13.9 11,91 4,°83 1055.492 ,00 2,159 3.00 .00 .0~ 0 ,0 2,00 .250D0 .0439~3 ,09 ,?33 ,00 1064.21 1049,97 1,176 lOS1,119 13.9 17.D8 1.530 1055.679 .00 2.159 3,00 ,00 .00 0 ,0 1.75 .2500D ,038550 ,07 .73~ ,00 1068,96 105P,41 1,218 1DS1.628 43.9 16.29 ~,1(S 1055,747 .~0 2.159 3,00 ,00 ,00 0 .0 1.52 .2SQ0~ .033B37 ,05 ,7J3 ,00 104~.59 105D.79 1.263 lOS2.05~ 43.9 15,53 J.741 1055,998 ,00 2.159 3,00 .DO .00 0 .0 1,~4 .2SOD0 .029719 ,09 ,733 ,00 iD71,82 1051,13 ],309 1D52.1~5 43.9 l~.Bl 7,4D1 1055.838 ,00 2,159 J.00 ,00 ,00 0 .0 1.16 .25000 .026110 .03 .93~ ,00 1072.99 1051.42 1.358 lOS2.774 43.9 U.12 3.U94 IG55,Sfi9 .PO 2,159 J.DO .00 ,00 0 ,U 1.01 .25000 ,022958 ,02 ,933 ,UU 1074.00 ]051,64 1.409 1053,679 ~3.9 1J,46 2.B1J 1055,892 ,00 2.159 3.D0 .00 .00 0 .0 JUNCT STP, .24037 ,013622 .O6 .UO 1078.66 ]052.79 2,1~9 lOS9.949 43,9 8.06 1.009 1035,958 ,00 2,159 7.00 .00 .00 0 .0 5.80 ,00402 ,005~54 ,03 2.590 .OD 1094.46 ]052,81 2.259 IU45,073 43.9 7.69 .917 1055.990 .00 2.159 3.00 .00 ,00 0 ,0 31.13 .00402 ,004903 .15 2,680 ,00 1115,59 1052.94 2,370 1045.308 43.9 7.33 .834 1056,142 .00 2,159 ~,00 ,00 .00 0 .0 25.31 .00402 .004591 ,12 2,580 ,00 z~ ~ ~ R05tSP CD Vera 2.2 PAGB 3 N658P, SURRAC6 FAOFIL6 LISPING File: U3FIO.ASP Studp Uete: 6- 9- 92 Ti ¢e: 8: 4 :31 , PRACT 232fi7-3 (OlD VAIL RANCHI STORX UftAIN L INB 'F" : 810 1 FILE: U3FIO,MSP STAPION IAVBRT D6PTA N.S. B U61 V6L 6N68CP SUPBR CRITICAI HCrf Bd561 21 NO AVBPR , EL6Y OF FLO~ BLBV HEAD GRD.BL. 6LBV DBPPA DId ID N0, PIB& LIBLEtl 50 SF AY6 HF NDRM DEPTH ZR kiikii3#Y##Y##i#t## kti3fki;k#iiiik#tktYiYi#t%i#kliiYtitk Yii#!f#i ki~t#ititk~tkiiYki ikfi~ikii itiikttii# t3kYt3liiilYrikFtitt tft#S Y#%it ' 1140,90 1053,04 2,400 1045.440 4~.9 7,2~ ,81~ IOb6.254 .00 2,159 3,00 ,OD ,00 0 .0 ~ HYDRAULIC JUNP .00 1140,90 1053,01 1.93t 1054.971 13.9 9.13 1.294 toss.2ss .o0 2,159 7.00 ,00 ,00 0 .0 ' ,18 ,D0402 ,007785 0,00 2,580 .OD 1191.08 1053.04 1,931 ]064.972 43.9 9,13 1,293 105fi,2fi5 ,00 2,159 3.00 .00 .00 0 .0 ' 12,05 .00402 ,008279 .10 2.580 ,00 , 1153.12 1053.09 1.853 1044,942 13.9 9.57 1.42~ 1056,865 .DO 2.159 9,00 ,00 ,00 0 .0 13,19 ,00402 .009314 .12 2.580 ,00 ' 1166,3] 1053.14 1,781 1059.923 43.9 10,01 ],565 1056,486 .00 2,159 9,00 .00 ,00 0 .0 13,37 ,00402 ,O1D563 ,14 2,580 .00 ' _ 1179,68 1053,20 1,712 lOS4,908 ~J.9 t0.53 1,722 1056.6~0 ,00 2,159 3,00 ,OD ,00 0 ,0 ' 13.51 .00402 .011955 ,I6 2.580 ,OD 1193,19 ]053,25 1.647 IOS4.897 #3.9 11,~4 1,891 1056,791 ,00 2.159 5.00 .00 ,00 0 .D ' 6,92 ,00916 .013111 .09 2.520 ,00 1200,11 1C53,26 1.615 1059,894 49.9 11.31 1.987 I056,881 ,00 2,159 ~,00 ,06 ,00 0 ,D ' 13,51 .00416 ,01~~31 ,19 2,520 ,OD , t213.62 ]053,33 1,555 ]054,890 ~3,9 11,86 E.lfl6 1057.07fi ,00 2,159 3.OD .OD .00 0 ,0 13.21 .00416 ,016376 .22 2,520 ,00 ' 1226.59 1053.39 1.498 lOS4.888 IJ,9 l2,!4 2,405 1034,292 .UO 2.159 3.00 .00 .00 0 .D 1.52 .00~98 ,617803 .08 2.600 ,00 ' 1231.35 1053,41 1,478 1D54.886 43.9 12.65 2.485 1057,311 ,00 2.159 3.00 .00 ,00 0 .0 ' ' = 12.59 ; ,00398 .019~3] .2~ 2.600 ,00 ' ZZ ~ _ F0513P CG Vers 2.2 PAGB 4 AATBR SURFACB PAOFILB LISTINC File: U 3F10.ASP Studp Date: 6- 9- 92 i'i ne: 8: ~ :31 TRACT 23267-3 (01D YEIL AdNCE! STORN DRAIN LINB 'F" : fl10 FILE: U3FIO.YSP STATION IAVBRt DEPTA Y.S, Q V8L VBL BN6&GY SUPBP, GRITICAL HCT/ BdS6/ ZL MO dVBPR SLBV OF FLON BLEV HEAD GRD,6L, BLBV DBPTH UTA ID N0, PIB¢ W6L6N SO SF AV6 9F NORtl DBP1B iR ki~YYfttiitft3##kii ###tkli~Ykitkkiitti;YiRii%3fY kiiitti# ki%k##it kt#kktitkiitkfitk3 #kkiik#if t#itkkittktttki##iSit#iit k#ik%tttki 3ik3t 1243.99 1053,46 I,421 1064.882 ~3.9 1J.27 2.731 1057,616 ,00 2,159 3.OD ,00 ,00 0 .D 12.28 .00398 ,022087 .27 2,600 .OD 125fi,21 1053.51 1.373 1D54.880 43,9 13.92 3,007 1057.681 ,00 2.159 3,OG .OD ,00 0 .D 11.90 .00398 ,025125 ,30 2,600 ,00 1268.11 ]053,55 1,324 1054.879 43.9 11.60 J.308 (058.186 ,00 2,159 ~,DO ,OD ,OG 0 .D 11,53 ,D0398 ,028592 ,33 E.600 .00 1279,64 1053,60 1,277 10§4,877 13.9 1§,3! 3,639 1058,616 ,00 2,159 3.OD ,00 ,00 0 ,0 dUNCS STR .DD354 .031fi35 ,18 .OD 1285,30 ]053.62 1.249 IDS4.869 ~3.8 13.73 3,841 1D58,710 .00 2.15fi J,O~ .OD ,00 0 .0 3.02 .00399 ,033453 .1D 2,460 .OD 1288,32 ]053,63 1.236 1054.868 13.8 15.9{ ~.948 1~58.816 ,00 2,156 ~,00 .00 .00 0 .0 10,81 .00399 ,036440 ,39 2,580 .00 1299,13 ]053,68 1,192 1044,867 13.8 16,72 4,31a 1059.21D ,00 2,156 3.00 ,00 ,00 0 .0 10.48 ,00~99 .041529 .49 2,5E0 ,00 1509.61 ]053.12 1.151 IDS4.868 13,8 17.54 4,?71 10~9.645 ,00 2,15fi 5,00 .GD .00 0 .0 10,10 ,00399 ,~47343 ,48 2.~80 .OU 1319.10 1053,16 1,111 lOS4,868 4J.8 18,90 5.255 1060.123 ,00 2.156 3.00 ,DO ,00 0 ,0 9,7J .00399 .053913 .53 2,vBQ .OU I329,~~ 1053.80 t.072 1054.868 ~3,8 19,29 5,780 1060,648 ,00 2.156 3.00 .00 .00 0 .0 9.90 .00399 ,061551 ,58 2.58U .00 1338,81 ]053.83 1,035 1044.669 ~3.8 20,23 6,358 1661.227 ,00 2,156 3.OD ,OD ,~0 0 .~ 9,07 ,00399 ,040262 .64 2,S8Q ,00 22~ ' F0615P CD Vets 2.2 PAGB 5 NATBk SURFdCB PROFILB 6ISfIHC File: U 3F10.NSP Studp Date: 6- 9-92 fi ne: 8: ~ :31 TRACT 23267-3 101D VAIL AANCHI ' $TORN DRAIN LIHB 'F" ; 8(0 ~ FI LE: U3FID.NSP '' STAYION [NVBRf 6L6V DEPPB OF FLON N.S, BLBV A V8L V6L HEAD BNERCP CRD,6L. SUPBR ELSV CRITICAL DEPPB NGf/ DIA BASB/ ID N0, 2L NO PIBB AVBP& L/&LBN SO SF AVS 9F NORN D6P1H ZR tiittiitki#tf##tffi t#tittt3ktttt#i#ltitkkttt#Riikiifkiik Ytitk};# ki#kktikkR##kt3kk3 ##ki#itti fiiitkiiY#t##ti~tk3#ikftk tiitititlt 3itii ~, 7 13~7.91 ]053,87 1,OD0 1054.8 0 13.8 21.22 6,991 tOfi1,864 .00 2,166 J,00 .DO .DO 0 .D , JUNCT STR .IS724 ,OT1718 .42 ,OD 1353,51 1054.76 .994 ]OS5.7S~ J1.3 20,52 6,536 (Ofi2.289 ,00 2.067 2,5D .00 .00 0 .D ' S3,25 .07005 .0782P0 4,17 1,D10 ,00 1106.fl2 1058,49 ,968 1D§9,448 37.3 21,2~ 7.OD8 I066,166 .00 2.061 2,50 .DO ,00 0 .0 ' 0865 5 9 0~ JUACP STR .09361 ~ , ,4 , I, ' U12.48 1059,02 .880 1059,9~0 J2.9 21.32 1.059 1066.9b9 .00 1,952 E.50 ,00 ,00 0 .0 ll.79 ,09190 .091081 L07 ,880 .00 , U2l,21 1060,10 ,88D 1060.983 32.9 21.32 R.059 1068.042 .00 1.952 2.5D ,00 ,00 0 ,0 ]91,81 .09190 .091604 17,57 .880 .00 ' ' 7 078 6 7 32 9 21 4 50 0 0 .: 1616,08 ]0 9,73 ,877 . 0 1 . ,41 ,118 iG85.725 .00 1,932 2. .0 ,00 .0 ' JUNCf STR .10300 .091604 ,43 .00 1620.74 1078,21 .880 IDT9.090 72.9 21,32 7,059 1086.149 .DO 1.952 t.50 .00 .00 0 .0 , 120,24 .09118 .091081 ]0,95 ,BBO .00 1940.98 1089,17 .880 ]090.D69 32,9 21.32 7,059 1097,113 ,00 1,952 2.50 .00 .00 0 .0 ' 104 97 09118 087286 9 16 880 00 , . . , , . ' 1845,95 1098,74 ,9~D 1099.615 92.9 20.66 6,630 t106.245 ,00 1.952 2.50 .OD ,00 U .D 44,47 .09118 .078364 3.49 ,880 ,00 ' 1890.12 1102,80 ,933 1103.733 32.9 19.70 6,027 1109,760 ,00 1,952 2.50 .OD .00 0 .0 JUNCf SPR .IOOBS ,0720~8 ,19 ,OD ~ 1895 08 27 1103 991 1104 211 J2 9 94 19 5 884 t110 096 00 1 952 2 50 DO 00 0 0 , , , , . . , . . . , , , . ' 98.12 .07136 ,067996 6,67 .940 .00 J 'J ' ZZ$ ' F~513P CD 4ers 2,2 PAGB 7 NAT6R SUftRAC6 PROFIL6 LISTING File: U3F10.WS P Studp Date: 6- 9-92 Ti ne: 8: 4 :31 ~ TRdCT 23267-~ (OLO VAIL &ANCA~ STORN DRAIN LINB °F" ; p10 ' FI LS; U3F10,NSP STATION INV6Rf DEPrfl M.S. q VB1 V66 BNB&GY SUPSR CRITICAL AGT/ BdSB/ Z1 NO AVBPR ' ELBV OF R60N 6LEV HEdD GRD.6L. BLBV DBPTB DIA ID N0, PIE& ' LlBLfiN 50 SF AV6 AF NDRN D6PYH ZR i , ki3Rtt~fkii<kii#ttt t#ttkkt~tkitkii~#Fiitii~f#iikkii#kit kki~kti#k ki#Yi#ttfi#f##~tk# ttYfiti33 t#i%kkt3t#itttittYY>Iki3t ttit Yittii iikii 2123.79 1119,59 1.425 1121,015 32.9 11.38 2,~10 1123.026 ,00 1.952 2,50 ,00 ,00 0 .0 , ' JUNCf STR ,D7940 ,019257 ,07 .OD 2128.45 1119,96 1,598 1121.548 32,9 9,93 1.532 1123.090 ,~0 1.952 2,50 ,00 .00 0 .D ~ ' 69 89 ~1203 0114J0 80 L586 00 , . . . . , '' 2196,29 ll 20,80 1.635 1122.135 32,9 9.67 1.453 1123.H88 ,00 L 952 2,50 .00 ,00 0 .D 31.73 .01194 .61U652 .3~ 1.590 ,00 ' 2230,02 1121.18 1,680 1122.869 32.9 9,38 1,367 1129,226 .00 1,952 2.5D .~D .00 0 .D 9.55 .D1199 ,010054 ,1D 1,590 ,00 ' 67 2239 1121 29 7U3 1 1t22 998 92 9 9 23 1 32d t124 922 00 1 952 2 56 00 00 0 D . , , . . , , , . , . . . . ' ]6.68 .01199 .009328 .16 1,590 .00 2256,23 1121.49 1,779 ]123,273 32,9 B.81 1.20~ 1129,47T .00 1,952 2,50 .DD ,00 0 .~ , 4,51 ,01199 ,0083~5 ,O6 1,590 ,00 2263,1fi 1121,58 1.861 1123.446 32,9 8.40 1.094 1124,340 .00 1,952 2.5D ,00 ,00 0 .0 ' 2,13 ,01199 ,007175 ,02 1,590 ,00 ' 2265.89 ]121,61 t.952 1t23.5E2 32,g B,OD .99~ I124,556 .00 1,952 2.56 .00 .00 0 .D JUHCf STR .D9462 ,005064 ,04 ,00 , 2273.80 1122.36 2.684 1125.D49 12.5 7.98 ,246 1125,289 .00 1,271 2,~0 ,00 .00 0 .0 2~.69 .OJ093 ,003029 ,07 ,770 ,00 , 2298,49 1123,12 2,000 1125.124 12,5 J.98 .2~6 1125,J70 .00 1.271 2,00 .00 ,00 0 ,0 .3D .03093 ,003024 O.OD 740 .OD ' , 2E98,80 ]123,13 2.OOD 1125.1J3 12.5 J,98 ,2~6 I125.J79 .00 1,271 2,00 .00 ,00 0 ,0 , -, HPDRAUIIC ]UtlP ,OU ' ~ z29A F0515P CB Vers 2.2 pAGB 8 NATB R SURFhC6 PROPIL6 LISPINC Pile: U3F10,AS P Studp Date: 6- 9-92 Pi ne: 8: 4 :31 SRACT 23267-J (01D VAIL RANCH) S1'ORtl DRAIN LIN6 'P" ; Q10 FILE: U3F10.WSP STATION INV6RT DBPTA Y.S, A V6L Y66 6N6RCP SUPBR CRITICAL 9GT! BdS6/ Z1 NO AVBPR BL6V OF FLOY ELEV N6A0 GRD,BL, ELBV DBPTA DIA ID N0. PI6B L/6LBH SO SF AVB HF NDRN DBP7N ZR ititFiitk ii3kiikkii kFiiYkiifkiiF#ttF#tiiiiikk3i#tiikki; #kii#k33l ikitFiikk iik%iikki ~iktitki# #iti#kiii#fi#k#tfiii#ki#t iikk ki%kFi tkkii 2298,80 1123.13 ,775 1123,908 12.5 11.12 1.921 1125.829 ,00 1.271 2.00 ,00 ,00 0 ,0 8,3D .0309J ,029913 ,25 .770 ,00 2307.10 1123,39 ,7T9 1124.169 12,5 11.03 1,868 1126,057 .00 1.271 2.00 ,oo ,o0 0 ,0 44.95 .D3093 ,0277~7 1,25 .770 ,OD 2852.05 1124,79 .808 1125.568 12.5 10.51 1.717 1127,505 .00 1,271 2,00 ,00 ,00 0 ,0 JUNCT SPR ,03179 ,026016 ,15 .00 2757,71 1124,96 ,803 1125.763 12.1 10.51 1.716 1127,d79 ,00 1.2fi6 2.00 .00 ,00 0 ,D 2,SU ,OJ100 ,025891 ,O7 ,763 ,00 2360.51 1125,05 .806 1125.833 12.4 10.46 ].698 1127,350 ,00 1.266 2,00 .~0 ,00 0 ,0 18,21 ,03100 ,024122 .49 ,763 ,OD 2378.72 1123,61 ,835 1126.446 12.4 9,97 1,54~ 1127,989 ,00 1,266 2,D0 .OD .00 0 .D 11,12 .07100 ,021180 .2~ ,763 .00 2589,84 1125.96 ,566 1t26.822 12.4 9.51 1,40J 112B,225 ,00 1.266 2.00 .00 .00 0 .0 7,71 .03100 .018610 ,19 ,763 .00 2~9?.S5 1126.20 .898 112T,093 12.4 9,06 1,274 t128.~69 ,00 1,266 2.00 ,DO ,DO 0 .0 5,60 ,D3100 ,016362 ,09 ,763 ,00 2403.14 ll26,37 ,932 II27,301 12.4 8,6{ 1,159 1128.46~ ,00 L2fi6 2,00 .DD .00 0 ,0 4,21 ,0310D ,014393 .O6 ,763 ,00 2404.38 1126,50 .967 1127.467 12.4 8.24 1,D54 1128.521 ,00 1.266 2,OD .00 ,00 0 ,0 3,09 .03086 ,012915 .04 ,770 .00 2~10,42 1126,59 1,001 1127,593 12.1 f.88 .964 1126,459 ,00 1,266 E,OD ,00 ,00 0 ,0 2,53 .03088 ,0112~4 .03 ,770 ,00 Z2~g F0515P GD Vers 2.2 PAGB 9 NAfBft SURRdG6 PROFILB 1ISTINC File; U3F10.NSP Studp Date: 6- 9-92 Ti ne: 8: 4:31 PRACT 23267-3 (06D VAI L RANCH) STORtl DRAIN LINB 'F" ; 810 FILE: U3FIO.NSP STATION INY6RT DEPTA N.S, B VBL VBL 6N6YG9 SUPBR CRITICAL AGfI BASH( ZL NO AVBPd BL6V OF FLOG HLBV NSAD GftD.BL. 616V DBPTB UTA ID N0. PISR L/BL6tl SO SR AV6 AF NORM DBPTH ZR k3ik#ik<Y kk##i%tii# ikttkkiiikt##ititki~kk#ik### ik#itkfkk k#Skki## iR;kifikkiY#kiik## ##tit#kt;ti3ltiitiktikFiitiiiiki%k ktik ititki ititi 2412.94 1126,67 1,039 1127.711 12.4 1.51 ,876 1128,587 ,00 ].266 2.00 .00 .00 0 ,0 1,89 .03088 .009911 .02 .770 .OD 241d,79 1126.T3 1.080 1127.809 ]2.4 7.16 .797 1128,606 .00 1.266 2,00 .00 .00 0 .0 1,37 ,0~088 .008744 .O1 .770 ,00 2416.16 1126,77 1.122 1127,893 12.4 6.63 ,721 1128.618 .00 1.E66 2.00 .OD ,00 0 ,0 ,90 ,03088 ,007721 .Ol ,T70 .00 2117.D6 ]126,80 1.167 1129,96fi 12,~ 6.51 .659 1128,625 ,00 1,Efi6 2,00 .00 ,00 0 .0 ,53 ,03088 ,006624 0,0~ ,770 ,00 2417.60 1126,82 1,21! 1128,OJ0 12.4 6,21 ,599 1128,628 ,0~ 1,2fi6 2.00 .00 ,00 0 .0 ,14 .03088 ,006039 D,00 ,770 .00 2~17,74 ]126.82 1.266 1128.D86 12.4 5.91 .5~3 1128,629 ,00 1.266 2,OD .00 .00 0 ,D WALL BNT AANCE ,00 2~17,74 1126,82 2,049 1128.867 12.4 1.22 .029 1128,890 .00 .852 B.OD .00 ,00 0 ,0 ZZ 9c ~ , fl TRACT 23267-3 IOLD VAIL RANCHI T2 S70RN DRAIN LINE "E-1"; G10 T3 FILB: U3FI.MSP ' SO ,D0105~,37 1 ~p5~,g7 R 36.B110S7.7~ 1 .013 GB 76.811057.71 2 .200 SB 36,811057.74 2 1C57,7~ ' CD 1 4 0 ,00 1.50 .00 ,00 ,00 ,00 I CD 2 2 0 ,00 5,D0 3.11 ,00 ,00 2.00 9 .5 .0 ' ' ' , J '. ~ ~: 00 .00 230 , F OS15P NATFR SUftFAC6 PRDFIL6 - C8ANN6L DBFINITIDN LISTING PAGB I ' File: U3FI.NSP Study Date: 6- 9-92 Pine: 8:3~:28 CAAD S BCT CHN NO OF AY6 PIBR HSIGHt I BhSE ZL ZR IHV Y(ll f~21 Yt31 7~41 YISI PI6) Y171 P181 Y191 YI10) , COOE NO T9PB PIBRS WIDTH DIANETBR AIDTH ~ROP , CD 1 4 1.50 CU 2 2 0 ,00 5.00 3.17 2.00 ' F05 ] S P PAG6N0 1 WATER SURFACE PROFILE - TITLE CARD LISTING B&A~ING LIN6 NO 1 IS - , TRACT 23267-3 IOLD VAIL kANCHi HEADING LINB HO 2 IS - SPORfl DAdIN LINE "F-1"; Q1G , 9SADINC LINB NO 3 IS - FILB: U3FI NSP , , F 0§ 1 5 MAT6ft SURFACE PROFILE - BLBY,ENT CdP P D 1ISTINC PACB AO 2 ELSNENR AO 1 IS A SYSP6N DUTL6P ; k t UIS DATA STAfION INYBRf 56CT Y S 616V ' .00 1051,37 1 1059.87 6LBtlBNS NO 2 IS A REACA + # s UIS DATA 54ATION INVERT S6CT A RADIUS AHC16 ANG P7 BAN A 36.81 ]OS9,74 ] ,013 ,00 .00 .OD 0 , BL6dSNf AO 3 IS A NALG ENTRANCB t U(S DdTA StATION INVE9T SBCP RP 36.81 1057.74 2 .200 E16HBA7 NO ~ IS A SYSTBH N6ADNOflHS t t _ U!S DAPd STATION INVBRT SECT li S ELBV 36,811057,74 2 :037,1~ ' ' , , ' ~ , , l ' Z31 Ek NAAHING N0. 2~_ - AAfBR SURFACB BLEVAfION GIVBX IS LBSS T9AN D8 BQOALS INVERP Bl6VA?IOB IA HDWBDS, Y.5,6LEV = IN4 + DC t~ WARNINC N0. 11 ~t - TBB VA1U6 TO SOLVB FOR DBPTN IN BERNLI IS NOT B6PWEBN TH6 UPPB& AND LGN6R YALOE LINITS DBSI86D YALUB = D.IDR41B+01 UPPBR LIMIT VA106 = 0.111986+~1 LOY6R LIHIf VALUB = 0,138138+01 UPPBB LINIT D&PTH = 0,11910E~OD LOMBR bIHIT DBPTH = D.110008+00 B6RNLI SUBROUTINB PAR.NO, FACfF DR DAORN CONSTP DII) CDNSTII) D~2) COASP~2~ 903 -1,0 ,119 ,110 1,054 ,11D I.JH1 ,119 1,115 F0515P CD Vers 2 ,2 PhGB ] MATS R SURFACB PRDFI66 LISTING File: U3FI,NSP Studp Dnte: 6- 9-92 Ti ne: 6:35 :28 TRACT 23267-7 (OLD YAIL BANCH~ STORN DRAIN LINB 'F-1'; p10 FIL6: U3FI,NSP STATION INVBRP D6PPA N.S, Q V6L V6L BN6&G9 SUPER CRITICAL HC41 BASB/ Z6 NO AYBPE BLBV OF FGON 6L6V HBAD GRD.SL. 618V DEPTB ~IA ID A0. PI6fl L/BL6H SO SF AVB HF NORtl DSPTH ZA ttttkiitkt#kkiiFf3% k%ittkfikkii#k#flk3iktttRki#kk;;##ii Rtitkftii kiiikt~#k 3iitt#kki #Fi;itki# 3kk#i#iitkiSFYitkktikkttkk;lkFii!#t 3kktt .00 ]054,37 ,5~0 1064.870 .5 ,97 .~14 1054.885 ,00 .262 1,5D .OD ,00 0 .0 0.00 .09155 .000~24 0,00 .110 ,00 0,00 105~,37 ,482 1069.852 .5 1,02 ,016 1054,869 ,00 .2fi2 1,5U ,00 .00 0 .0 H4DRAU6IC JUNP ,00 0,00 105{,37 ,119 1049.490 .S 9,63 ,905 1055,394 ,00 .2fi2 1.5D ,00 ,00 0 ,0 1,32 ,09155 ,137018 .18 .110 ,OD 1,32 1054,49 ,!19 1D54,610 ,S 7.62 .901 1055.511 ,00 ,Efi2 1.5~ .00 .00 0 .0 2.15 .09156 ,127839 ,27 ,110 ,OD 3,~7 ]054.69 .123 1D44,810 .S 7.26 .819 1055,629 .00 .2fi2 1.50 .DO ,00 0 ,D 3,53 .09155 ,111524 .39 ,110 .00 7,00 1055,01 ,127 1D55,137 ,5 6.93 .946 1055.882 ,00 .262 1,50 .00 .00 0 .0 11,22 .09155 ,097226 1,09 ,110 ,00 18,22 1056,04 ,131 1~56,169 .5 6,60 .677 1056,846 ,00 .262 1.5D .~0 .00 0 ,0 6,41 ,09155 .084706 .71 .110 .00 26.63 1056,81 ,135 lOS6.9~3 ,S 6.3D .615 1057.558 ,00 ,262 1.50 ,00 ,00 0 ,0 2.89 .09155 ,073924 ,21 ,110 ,00 29,52 1057,07 ,I10 1057.212 .S E.00 ,559 1057,472 ,00 .262 1.50 .00 ,~0 0 ,0 1.73 .09155 .064t95 .11 ,110 ,00 31,25 1057,23 ,144 1D57.375 .5 4.72 .509 1057,883 .00 .262 1.50 .00 .00 0 ,0 1,17 ,09155 .056209 .07 ,I10 .00 23z 32.42 1057,34 ,149 1DS7.487 .5 4.46 ,462 1057,949 ,00 ,262 1.~0 .00 ,00 0 .0 .87 .09156 ,049098 ,0~ .I10 ,00 F0515P CU Vers 2 .2 PAC6 2 AATB R SURFACB PROFIL6 LISTINC File: U3FI,NSP Study Date: 6- 9-92 Ti ne: 8:35 :28 PRACT 23267-3 IOL~ VAIL RANCAI St'OftN DRAIN LI NB 'F-('; QIO FILB: U3Fl,NSP SThTION INV6At DEPSH G.S, q VH6 YBL 6N6RGY SUP6R CRITICAL ecrl BASB/ ZL AO dYBP& BLBY OF FLON BLEV H6AD GRD.BL, BLBV D6PT8 DIA ID N0, PIE& 6/ELEK SO SF AYB 8F NORM DSPTfl ZR t;iti;ktt ;tYki;i#ii #i;tYk;itYYi#kf##ki~ kkktkki3##itFk;t #ktitkiti titktJtYk #3kkkSFki lkkltkkii kktitk3tfi#;Fiiiiki~tkiit kit#Fiitti itYii 33.29 ]057,42 ,154 IDS7.571 .5 S.2D ,420 105T,992 .00 ,262 1.50 ,00 ,00 0 .0 ,68 ,09156 ,042821 ,03 ,110 ,00 33,97 ]057,4fl ,159 ]OS7,699 .S 1.96 .382 1058.02] .00 ,262 1.50 .OD .00 0 ,0 .55 .09155 ,037336 ,02 ,I10 ,00 34,52 1057,53 .16~ 1D61,694 .5 1,73 .3~9 I058,042 ,00 ,2fi2 1.50 ,00 .00 0 ,D ,43 .09155 ,0~2695 ,O1 ,110 .OD 34,95 1057,57 ,170 1067.7d0 .S ~.51 .316 1058.056 ,00 .262 1.5D .00 .00 0 .0 .96 .09155 ,028498 .01 ,110 .00 35.J1 1054.60 ,176 1~57.719 ,5 4.3D .287 1058.066 .00 .262 1,50 .UO .00 0 .0 ,32 ,D9156 ,024fl42 .O1 ,110 ,00 35,63 1059,63 ,181 1D57.813 ,S 4.1D ,261 1058.074 .00 .262 1,50 .DO .00 0 .0 .25 .09155 ,021651 ,O1 ,110 .00 35,88 105P,66 ,189 IOS7.8~2 .5 3.91 .231 1056,079 ,00 ,2fi2 ],50 .OD .00 0 ,0 .20 .05135 ,018921 O.OD .I10 .00 ~6,08 ]057,67 .19~ ID51.867 .5 3.73 .216 1058.083 .00 ,E62 1.50 .00 .00 0 .0 .18 .09155 ,016528 0.00 .110 .00 36,27 1057.69 ,2D0 ID64.690 .5 3.55 ,196 1058,086 ,00 ,262 1,50 .DO ,~0 0 ,0 ,11 ,09155 .014122 D.00 ,110 .UD 96,11 1057.10 .207 IDS7.910 .S 3.39 ,178 1056,088 ,00 .262 1,5D .00 .00 0 .0 ,12 ,D915S ,012599 O.OD ,110 .OD 36.52 1057.7] .214 1DS7.928 .5 3,23 ,162 ]U56.090 .00 .262 1.50 .DO ,UO 0 .0 ,10 .09155 .010999 0.00 .I10 .00 Z 33 TI TRACT 23267 - 3 IOLO VpIL AANCH) T2 STURh DRRIN LINE 'f-2" , TS fiLE: USf2- 50 .001055.26 ] R 29,621059.98 1 .013 ~E 24.b11059.98 2 .200 ! 29.b21059.98 2 „ti 1 4 0 .00 l.50 .00 CD 2 2 0 .00 5.00 3.17 ' 0 7.9 .0 , ' ' ' , 1055.75 1059.98 00 .00 .00 00 .00 2.00 00 .00 0 9 t~l i fO515P YATEA SURFACE PR~fILE - CHANNEL DEfIN1110N LISTIN6 PA6E 1 ' CARD SECT CHN NO Of AUE PIEA HE16HT 1 BASE 2L IR INV YI1) Y(1) Y~3) Y~A) Y(51 Y~6) Y(71 Y(8) Y~9) Y(10) CD~E NO TYPE PIERS WI-TH DIAMETEA YIDTH DROP CO 1 A 1.50 . CU 2 2 0 .00 5.00 3.11 2.00 . F 0 5 1 5 P PA6E NO 1 , WATEA SURFACE PAOFIIE - TITIE CAAD LISTIN6 HEAUINB LINE NO 1 IS - TRACT 232b7 - 3 IULD VAIL RANCN) HEADIN6 LINE NO 2 IS - , STORM DAAIN LINE 'F-2' HEADIN6 LINE NO 3 IS - FILE: U3F2 ' 1 f 0 5 1 5 P PA6E NO 2 MATER 5URfACE PHOFILE - ELEMENT CaRD USTIN6 ELEMENT NO 1]5 a SYSTEM DUTIET t t ! , U/S DATA STATION INVEAT SECT M S ELEV .00 1055.2b 1 1055.75 ELEMENT NO 2!5 A HEACH t t i 1115 DATA STATIUN 1NUEAT SECT N RADIUS AN6LE AN6 PT MAN N , 29.62 1059.98 1 .013 .00 .00 .00 0 I ELEMENT NO 3 IS A UA~L ENTRANCE t U/5 DNTA STATIDN INVEHT SECT fP ' 24.b2 1054.98 2 .200 ELEMENT NO 4 IS A SYSTEM HEA-MOAK5 t i U/5 DATA 5TATIDN INVEkT SECT M 5 EIEU ' 2R.62 1059.48 2 1054.98 ,. ' ' , , , ' ' ' ' ~. s~ , It YARNIN6 NU 1 ~ 2 tt - MATER SURfpCE ELEVPTIUN 6IVEN IS LESS THpN UA EB~AIS INVERT ELEVRTIDN IN HDYKOS, M.S.ELEV = INV t UC f0515P PA6E qATER SUBfACE PAOFILE lI5TIN6 TRRCT 23261 - 3(OLD VAIL RANCHI STOAM QRRIN LINE 'F-2' FILE: U3F2 1 '+ STATION ~ INVERT DEPTH W.S. A YEL YEL ENER6Y SUPER CAITICAL N6T1 BASE/ 2L NO AVBPA ELEV OF fLOM ELEV HEAO 6A~.EL. ELEY DEPTH DIA ID N0. PIEN ' LlELEM 50 SF AVE Hf NOAM OEPTN Zp tttttttilt ltltttttt tlitti~tl tttti(t121tJt iil2itttt ltit~ttitit22tt1~titt~iif tt~tt3t ~l~tt~It~ tt~~ttlttt ~ft~tll ~t~tti~t titti ttttilllti .00 l055.16 .488 1055.7AB 7.4 15.83 3.892 1059.640 ,00 1.089 1.50 .00 .00 0 .0 1.70 .15935 .106241 .18 .A40 .00 ' 1.70 l055.53 .492 1056.023 7.9 15.69 3.800 1059.823 .00 I.089 1.50 .00 .00 0 .0 5.3b .15935 .0919b0 .53 .440 .00 ' 1.08 4.03 1056.38 .15435 .509 1056.B93 7.9 14.93 3.A63 .085805 ]060.356 .35 .00 1.089 .440 1.50 .00 .00 .00 0 .0 11.09 1057.03 .527 ]057.554 1.9 ]A.23 3.148 ]Ob0.700 .00 1.084 1.50 .OQ .00 0 .0 3.17 .15935 .075213 .14 .440 .00 , 14.26 l057.53 .54b 1058.078 l.9 13.SJ 2.861 10b0.939 .00 I.OB9 l.50 .00 .00 0 .0 2.57 .75935 .065974 .17 .440 .00 1b.83 l057.94 .Sbb 1058.508 7.4 12.93 2.59b lObl.]09 .00 1.089 1.50 .00 .00 0 .0 2.13 .15935 .OS1888 .12 ,A40 .00 , 18.96 lO5B.28 .SBb lO5B.B67 7.9 12.3A 2.3b6 1061.133 .00 1.089 1.50 .00 .00 0 .0 1.79 .15935 .OSO751 .09 .440 .00 ' 20.75 1.50 1058.57 .15935 .601 1059.113 7.9 li.1b 2.1Ab .OAASb1 IOb1.319 ,07 .00 1.089 .4A0 1.50 .00 .00 .00 0 ,0 22.25 IOSB.80 .b30 1059.435 7.9 17.17 1.455 10b1.340 .00 l.089 1.50 .00 .00 0 .0 1.28 .15435 ,039152 .OS .440 .00 , 23.53 1059.Q1 .b53 1054.6b3 1.4 ]0.69 1.775 lOb1.938 .00 1.089 1.50 .00 .00 0 .0 1.10 .15935 R .034342 .04 .440 .00 29.63 1059.14 .b77 1054.861 7.9 10.14 1.613 1061.476 .00 i.OB9 1.50 .00 .00 0 .0 , .94 .15935 .03022A .03 .440 .00 f0515P PA6E 2 NaTER SURfACE PAOfILE LI STIN6 ' TRACT 232b7 - 3 STOAM DRA1N LINE (OLD VAIL °F-2' RANCH} fIL E: ~3F1 5TATIDN INVERT DEPTH M.S. A VEL VEL ENEA6Y S~PEA CRITICAL H6T1 BASE/ 1L NO AVBPR ' ELEV OF FLDM E~EV HEAD 6AD.EL. ELEV DEPTN DIA ID N0. PIEA L/ELEM SD Sf AUE HF NORM UEPTH 1R ltttltttit ttitiiitt tttttitti ttitttiitittt iiititi~t itttttt 2ittttt2~tt~til~ii ~tl~~tt lttil~tt~ tttttltittt~iitti tt~tiiiit~lititt~l ittfl 25.57 1059.33 .102 IObQ.031 1.9 9.12 1.466 1061.503 .00 1.089 1.50 .00 .00 0 .0 ' .80 .15935 .016588 .02 .440 ,00 2b.37 1059.Ab .129 1060.192 7.9 9.27 1.335 10b1.527 .00 1.089 1.50 .00 .00 0 .0 ' .70 2I.07 .15435 l059.57 ,156 1060.319 ).4 B.BA .023401 1.213 .02 106].SA2 .00 1.089 .9A0 1.50 .00 .00 .00 0 .0 .58 .15935 .410613 .01 .4A0 .00 27.65 1054.67 .7Bb lOb0.451 1.4 8.42 1.101 ]061.552 .00 1.089 1.50 .00 .00 0 .~ ' .99 .15935 .018116 .O! .A40 .00 28.14 1059.14 .816 ]Ob0.5b1 7.9 B.OA ].003 1061.564 .00 1.089 1.50 .00 .00 0 .0 .42 .15435 ,0]b031 .01 .440 .00 18.56 1059.81 .848 1060.b58 7.4 7.6b .911 1061.510 .00 1.089 1.50 .00 .00 0 .0 , .33 .15935 .OlA1b0 0.00 ,440 .00 18.89 ]059.86 .881 ]060.748 7.9 7.30 .B2$ 1061.574 .00 1.089 1.50 .00 .00 0 .0 ' .11 29.16 .15935 1059.91 .918 lOb0.B2~ l.9 6.4b .012514 .752 0.00 1061.578 .00 1.084 .440 1.50 .00 .00 .00 0 .6 .20 .15435 .011093 0.00 .440 .00 29.56 1059.94 .458 1060.895 J.9 A.bA .689 1061.514 00 1 089 1 50 00 00 0 0 ~ .15 .15435 .009844 0.00 . . .AAO . . . .00 . 29.51 1059.9b .497 l060.459 7.9 b.33 .622 1061.581 .00 1.089 1.50 .00 .00 0 .0 23~ .OB .15435 .008759 0.00 .4A0 .00 29.59 1059.91 1.041 1061.016 7.9 6.04 .56b 1061.582 .00 I.OB9 1.50 .00 .00 0 .0 .OS .15435 .001803 0.00 .440 .00 1 FOS15P PA6E 3 ~ WATER SURFACE PROFILE LISTIN6 TAACT 232b) - 3 IOLD VAIL RANCH) STONM DRN1N LINE 'F-1' FILE: U3F2 ' STRTION INVERT DEPTH M.S. B 4El VEL ENERBY SUPER CAITlLAL H6T! BASEI tl ND AUBPA EtEU Of FLUM ELEU HEaO 6AD.EL. ELEV -EPTH DIA ID N0. PIEA l1ELEM SD SF AVE HF NOAM OEPTH 1A ' t~t1litt17itttitltttltitt~ttltttlftitiittit2ittt~2tt1~1iilltt~iittiil~it~~ittt~tt~/~t~lltiittitt~tttiiitttltititttitilttliittiittit 24.b2 1059.98 l.OB9 1081.Ob9 7.9 5.75 .513 1061.582 .00 1.089 1.50 .00 .00 0 .0 MALL ENTRANCE .00 , 29.62 1054.98 1.86~ 1067.9A4 7.4 ].AO .OSO lOb1.814 ,00 .bbl 5.00 3.17 .00 0 .0 1 ! I ' ~ 1 I , I , I~ I ' I ' I , I , I , I , I ' I' _. I , ~~7 T1 TRRCT 23261 - 3 IOLD YAI ' T2 STORM DRAIN LINE 'f-3' TS FILE: USFS 50 .001054:52 1 A 18.251060.2A ! ~E 18.251060.24 1 N 18.2510b0.29 2 t~D 1 4 0 .00 1.50 CD 2 2 0 .00 7.84 , 0 5.7 .0 I ' I , I ' I ' ( t ~ ~ ~-". I , I ' A , i '~ 1054.99 .013 .200 IOb0.2~ .00 .00 .00 .00 3.17 .00 .00 1.00 .00 .00 0 I' 2 3$ 1 F6515P aATEA S~RFACE PAOFILE - CHRNNEL DEf]NITIDN LISTIH6 PR6E 1 ' CAHD SECT CHN NO Of pVE PIER HEI6HT I BASE 2L 2A INV Y(1) Y(2) Y13) Y141 Y(5) Y~6) Y(l) Y18) Y(9) Y UO) CODE N~ TYPE PIEHS NIOTN -IAMETER M1DTH DROP CD 1 4 1.50 ;CD 2 2 0 .00 1.64 3.11 2.00 ,, ~ - f F 0 5 1 5 P Pp6E NO I ' MATER SURfACE PROfIIE - TITLE CAAU LISTIN6 HEBDIN6 LINE Na 1 IS - TAACT 23261 - 3 IOLD VA1l RANCH) NEA-IN6 LINE N~ 2 15 - , 5TORM UNa1N LINE 'f-3' HEADING LINE NO 3 IS - f ILE: 113F3 ' 1 F 0 5 1 5 P PR6E NO 2 WATEA SURFACE PROFILE - ELEMENT CARD LISTIN6 ELEMENT NO 1 I5 A SYSTEM OUTIET t t t ' U/5 -ATA 5TNTION INVERT SECT M 5 ELEV .00 1059.52 1 1059.89 ELEMENT NO 2 IS A AERCH t t t U/S QAiR STATION INVERT SECT N RADIUS AN6LE AN6 PT MAN H ' 18.25 l060.24 1 ,013 .00 .00 .00 0 ELEMENT NO 3 IS A MALL ENTAANCE t U/S DATR STAT70N INVEAT SECT FP ' 18.25 IOb0.2A 2 .209 ELEMENT ND A IS 8 SYSTEM HEADMOAKS t J I1lS DFTA STATION INVERT SECT il 5 EIEV ' 19.25 IOb0.24 2 IOb0.24 '° ' ' ' ' ' 1 t ~ ~ , 9 t0 it YA~NIN6 N0. Y tt - WATEA SUAFACE EIEVRiION GIVEN IS LE55 THAN UA EO~RLS INVEAT ElE4ATI0N IN HDYKOS, N.S.ELEV = INV + DC 1 FOSISP PA6E 1 ' qpTER SUAfACE PROfILE LISTIN6 TRRCT 132b7 - 3 (OLO UAIL RFNCH) STORM DARIN LINE 'F-3' FILE: U3F3 .~ STATIaN INYEAT DEP7H Y.S. 9 VEL VEL ENEA6Y SUPER CRITICAI H6T/ BASE/ IL NO AVBPA ' ELEV OF FLOM ELEV HEaO 6RD.EL. ELEV DEPTH OIA I- N0. PIER ,' LIELEM 50 SF AYE HF NORM UEPTH IA ttttittltt ftitlftit ititliti t2itit1tit11i2 1flitlfltt t~ti~i ~ttitltifittt~ttli~tl~ititl~ti~ttt ~~tititifit llttit it21t1ilt~li~tttt2 ~tt3t .00 1059.52 .670 1080.130 5.1 8.A4 1.107 1061.237 .00 .911 1.50 .00 .00 0 .0 4.31 .03445 .022980 .10 .540 .00 ' 4.31 l059.89 .830 lOb0.320 5.7 8.07 1.012 10b1.332 .00 .921 1.50 .00 .00 0 .0 3.55 .03945 .020187 .07 .540 .00 7.86 1059.83 .659 lOb0.AB4 5.7 1.10 .911 lOb1.405 .00 .921 1.50 00 00 0 0 ' 2.77 .03945 .017832 .OS .540 . . .00 . l0.63 l059.44 .b78 1060.611 5.7 7.35 .838 lOb1.455 .00 .921 I.50 .00 .00 0 .0 2.15 .03945 .075671 .03 .540 .00 ' 12.78 l080.02 .703 1060.721 5.] 7.00 .161 1061.488 .00 .921 1.50 .00 .00 0 .0 1.6A .03445 .013785 .02 .540 .00 14.42 1060.09 .730 1060.814 5.1 b.b7 .b92 1061.511 .00 .911 1.50 .00 .00 0 .D 1.32 .039A5 .012132 .02 .SAO .00 t 15.74 lOb0.14 .757 ]Ob0.998 5.7 6.37 .830 lOb1.528 .00 .421 1.50 .00 .00 0 .0 .44 .03945 .010886 .01 .SAO .00 16.68 1080.18 .)87 70b0.485 5.7 5.07 .512 1061.537 .00 921 1 50 00 00 0 0 ' .73 .03945 .004423 .01 . .540 . . . .00 . 11.41 1060.21 .817 lOb1.024 5.7 5.79 .520 1081.SAA .00 .421 1.50 .00 .00 0 .0 .44 .03995 .008311 0.00 .SAO .00 ' 17.90 1060.13 .849 10b].0J5 5.1 5.52 .A73 lOb1.5~8 .00 .921 1.50 .00 .00 0 .0 .28 .03445 .007341 0.00 .540 .00 18.18 lOd0.24 .983 1061.1Y0 5.7 5.28 .A30 1051.550 .00 .921 1.50 .00 .00 0 .0 .01 .039A5 .OObA85 0.00 .540 .00 ' ' FOS15P Pp6E 2 WATER S~AFACE PAOfILE LISTIN6 TRRCT 232b7 - 3 (OLO VAlL RpNCH) ' STOflM DRAIN LINE 'P-3' FILE: U3F3 STATION INVEAT DEPTN M.S. B VEL 4EL ENER6Y S~PER CRITICAL H6T1 BASE! iL ND AVBPR ' ELEY OF fL~M ELEY HEPD 6A-.EL. ELEV DEPTH DIA ID N0. P1ER L/EIEM 5~ SF AVE HF NORM DEPTH 2A tiilftitl~ ttt~tli4t ttitt~tl it~ititi~it~t~ lt~tttitt~It~t~ttiit~iti~ftitititittti~ttitttiittt ii~tii~tttt#tt~ti ~tt~itt~littiiti~~ lttJi 18.25 IOb0.14 .921 IOb1.161 5.7 5.07 .390 ]061.551 .00 .421 1.50 .00 .00 0 .0 ' YALL ENT RRNCE .00 18.25 IOb0.24 1.45b lOb1.69b 5.7 1.37 ,027 106].723 .00 .54B 7.6A 3.11 .00 0 .0 ~f ~J n ~J ~~ ' TI TFACT 232b1 - 3!OLD VAIL ~ANCHI TZ STORM ~BAIN LINE 'F--0' ~10 ' T3 f[LE: U3F4 Q1-19-90 50 .DU1122.Sb i 1125.QA ~^~ R 20.781122.74 1 .913 .00 .00 0 ' aE 20.781122.79 2 .2U0 SN 20.;81122.74 2 1122.79 C~ 1 4' P .00 2.~0 .00 .~0 .00 .OU CU 2 2 0 .UO 1.9b 3,17 .00 .00 2.00 , ' ~ 19.4 .0 , C I ' I ' I , I,--' I ' I ' I ' I , I , I ' I ' ~ ' I , 2~// ' FO515P PA6E ! WATER SURFAGE fROFILE LIfiTIN6 ~ TRACT 23261 - t(Ola VA IL RANCH) ' STORM DRAIN LINE 'F-4' ~10 ~'1 FiIE: U3F4 U1-19-90 ' STATION IN4ERT ELEV DEPTH M.S. Of FLOX ELEV Q VEL VEL HEAO ENEF@Y 6RD.EL. SUPER ELEV CRITIGAL DEPTH H6T/ DIA BA9E/ IG N0. ZL NO AVBFF PIER L/ELEM Sd SF AVE HF NORM ~EPTH ZR tttJtitit iJtIt7ttfi ttlJStititii2litiffttitti!ltt tilttittt !#tittitJiti2tHtl2itJfp fttttXlittttttitiitttttifptitttti tiit l~ltiitii~l , .00 1122.38 2.680 1125.04U 10.4 ~.-01 .181 ;125.227 .UO 1.184 2.Q0 .UO .QO D .0 , 20.78 .02U70 . 602322 .65 .B00 ,40 20.78 1122.74 2.298 1125.OS@ 10.5 3.47 .187 1125,y75 .00 1.184 2.00 .00 .00 0 .0 ' aALL ENT RANCE ,00 2Q.78 1122.79 2.615 1125.405 10.9 1.36 .029 1125.A34 .~Q .799 1.46 3.17 .46 0 .0 ' ' , ' ' ' ' , ~ ' ' 1 ,J ' ZkL , T1 TRACT ?3267 - 3 IOLD VAIL RRNCH! T2 5TORM DRAIN LINE 'F5' ~10 ~ T3 FILE: U3F5 07-19-90 SO .001122.38 1 ~ ft 35,431126.01 1 .413 ~E 35.431126.01 2 .200 ' 5H 35.431126.01 2 CD 1 A 0 .00 2.00 .00 CD 2 2 0 .UO 5.00 3.11 ' ~ 11.4 .0 ' ' I ' I ' I 1 I'_ ' I ' I , I ' I ' I ' I ' ' r' ~ 112~.04 1126.61 .~o .oo .oo .60 .00 2.00 09 .09 6 ~ wt Fp515p Pp6E 1 NATER S~kFACE fROFILE LISTIN@ TRAGT 23267 - 3(OLD 4pIL kANCH ) STORM DRA1N LINE 'F-5' 010 FILE: ~3F5 07-19-9~ STATION INVERT DEFTH X.S. Q VEL VEL ENER6Y SUPEF CRITICAL H8T/ 6ASE! 2L NO AV@PR ELEY OF fLOY ELEV HEAU fiRU.EL. ELEV ~EPTH UlA ID N0. P[ER UELEM SO SF AVE ' HF NORM DEPTH 1R fitiltfifiSlitittt2 tt21tiqtlqtttIt2ittittiJtlJitiitId l7tiYttl~titi227tt~titltU t7lttlilt iltt7ttt2tt7titltftttttlt lti7t tJtlt tJltl .00 1122.36 2.b80 1125.040 11.-0 3.63 .204 1125,2q4 .60 1.212 2.Q0 .00 .OQ 0 .0 A.25 .IQS02 .062539 .O1 .540 .00 4.25 1122.80 2.~52 1125.050 11.4 t.b3 .204 11:5.254 .00 1.212 2.00 .00 .00 0 .0 HYDRAULIC J~MF ,OP 4.25 1122.80 .b06 1123.404 11.4 14.1A 3.122 1126.526 .OD 1.212 2.00 .00 .00 0 .0 5.94 .IU302 .059652 ~36 .544 .00 10.24 1123.42 .627 1124.QA2 11.4 13.51 2.833 11?6.675 .00 1.212 2.OQ .00 ~00 0 .0 4.b3 .10302 .052134 .24 .590 .06 14.87 1123.89 .6A9 1124.541 11.4 12.88 2.577 1127.118 .00 1.212 2.00 .00 .09 0 .0 3.68 .IU3U2 .UASb67 ,17 .540 .00 18.55 1129.27 .b72 1124.443 11.4 12.28 2.34J !127.286 .00 1.212 2.U0 .00 .00 0 ,U 3.00 .103U2 .GAU018 .12 .540 ~90 21.55 11[4.58 .b96 1125.276 11.4 11.?2 2.132 1127.A07 .40 1.212 2.00 .00 .00 6 .6 2.48 .10362 .035086 .44 .549 .09 24,03 1124.~9 .721 1125.557 11.4 11.11 1.93b 1127.493 .00 1.212 2.Q0 .00 ~90 0 .Q 2.08 .143d2 .03p761 ,4b ,540 .00 26.11 1125.05 .747 1125.747 11.4 10.6A 1.75g 1127.`~b .06 1.212 2.40 .UO .00 0 .0 1.75 .10302 .02b482 ~US .544 .QO 21.86 1125.23 .77A 1126.OU4 11.A i4.ig 1.600 1127.6(~4 .00 1.212 2.40 .QO .60 6 .0 1.48 .10302 .023873 .04 .540 .00 29.34 1125.38 .B02 1126.184 11.4 9.88 1.454 1127.b38 .UG 1.212 2.00 .00 .00 0 .0 1.25 .10302 .020175 .(~3 .540 .04 9 </~! ' Fn 515F~ - PA6E 2 MATER SURFACE FROFILE LISTIN6 ' ThACT ~32d7 STORM DRAIN - 3 {p~U VAIL RANCH} LINE 'F-5' U10 ,~'~ FRE: U3F5 01-19-4U STAiION INVERT DEPTH N.5. 9 VEL VEL ENER6Y 5I1PER CRITICAL H6T/ AA5E/ 1L NO pVBPR ' ELEV OF FLOM ELEV NEAD 6RD.EL. ELEV UEPTH DIA ID N0. PIER L(ELEM 50 SF AVE HF NpRM DEFTH ZR i~tJfiift 3ittt2iiii ittttititttltttttililltttftpttitflti 7litttTl tiilt2t!l lttttltlt titittYi2 7fl22fi11tttttttl2ttiilii ttt2 ttt~ltittit ' 30 59 51 1125 831 343 1126 11 4 9 23 1 323 1121 666 PO 1 212 00 2 ~0 00 0 0 . . . . . , . . . . . . . . , 1.6b .103G2 .0182A3 .02 .540 .QO 31.85 1125.62 .862 1126.482 11.4 8.8U 1.201 1127.683 .00 1.21T 2,00 .00 .04 0 .6 ~ .96 .10342 .016025 .41 .540 .00 32.55 1125.71 .893 112b.606 11.4 @.39 1~093 1127.644 .00 1.212 2.00 .00 .00 0 .0 ' 73 10302 014083 O1 540 40 . . . . . . ' 33.28 1125.14 .927 1126.715 11.4 8,00 .944 1127.7p9 .90 1.212 2.00 .00 .00 0 .0 .61 .10302 .012390 .O1 ,S~D .00 , 33.84 I1Z5.85 .462 1128.813 11.4 7.63 .903 1127.716 .00 1.212 2.00 .00 .00 0 .0 ,50 .10302 .010902 .nl ,540 .00 ' ` 39 39 1125 96 448 112b 401 i1 A 7 27 821 I127 7 : . . . . . . . . 22 .00 1.212 2.00 .00 .00 0 .0 , .39 .10302 .Q09547 0.00 .540 .00 34.7B 1125.44 1.636 112b.4i9 11.9 b.93 .747 1127.726 .00 1.212 2.00 .00 .00 0 .0 , .30 .16342 .OUBA5] 0.00 .540 .00 35.OA 1125.91 1.076 1127.~50 11.4 6.b1 .618 1121.728 .UO 1.212 2.~4 .00 .00 0 .0 , 19 10302 Q074b1 . . , p,UQ .540 .09 ' ~5.27 1125.99 1.119 1127.113 11.4 6.3Q .617 l127.730 .00 1.212 2.04 .00 .90 6 .(~ .13 .103U2 .p085B9 U.UO ,54b .OQ , 35.40 i1i6.01 1.163 1127.170 i1.A 6.01 .561 1127.731 .00 1.212 2.6Q .00 .00 0 .0 .03 .10302 .n05814 4.OD .540 ,00 ' 35 a3 1126 01 1 212 1127 222 11 4 5 7 , . . . . , z ,5Q9 1127.730 .00 1.212 2.00 .00 .60 0 .0 , 61ALL ENT RANCE .00 tY' ' nuf FOS15P FA6E 3 qATER SURFACE PROFILE LISTIN@ TRACT 23267 - 3(0LU VAIL RANCH) STURM DRAIN IINE 'F-5' ~10 fILE: ~3F5 01-19-9Q STATION INVERT aEPTN X.5. ~ VEL VEL ENER6Y SUFEk CRITICpL H6T! BaSE! 2L NO AVHPR ELEV ~F FLOM ELEV NEAQ 6RU.EL. ELFV ~EFTH DIA IU N0~ PIER LfELEX SO SF AVE HF NOFM UEPTH 2R U1ltittttlttfitilttliiftitfttltftiititYiitititi#t2Jtttlltt~tlttii3itf2it11fiTt21tt1tttt2ttttitfitiiilittfUttitttfltttJttitfttitfi 35.45 112b.P1 1.B52 1127.862 11~4 2.OS .064 1127.426 .00 .821 5.00 3.17 .00 0 .4 9td , TI TRACT 23267 - 3 fOLD VAIL RANCHI T2 STDRM pRAIN LINE 'F-6' ~10 T3 FILE: ~3F6 U7-19-90 '~ SD ,OQ1125,p1 1 ~ R 53.711128.z3 1 .013 ' ~E 53.711129.33 2 .200 BN 53.711128.33 2 CU 1 4 0 .00 1.50 .00 CD 2 2 0 .00 5.34 3.17 ' a .s .o ' , 1 ' 1_ _ ,, ' , , ' , ~/ , 11?5,76 1128.33 .00 .00 .60 ,UO .06 2.00 .00 .00 D 2~17 ~ FO`i5f PA6E 1 aATER SUFFAGE fROFILE LISTINB TRACT 232b7 - 3 IOLU Vp IL RANGH) ' 5TORM DRRIN LINE 'F-6' 010 =~'`- , fILE: U3fb 01-14-99 " STNTION INVERT DEPTH N.S. ~ VEL VEL ENER6Y 5UPER CRITIGAL H6T/ 8ASE1 2L ND A UBPR , ELEV OF FLOM ELEV HEAD 6RD.EL. ELEV GEPTH DIA !Q N0. oIER L/ELEM S~ &F AVE NF NORM 6EFTH lR tlifttitpilJt2i11t titttiiti2ititttttliiitJfitt2tt1i32t itiitttff2titillti t~IittJtl llttttlft itftttlttittfttttitttlttl tfl2JifJtJt tip ' 00 1I25 21 550 1125 760 5 . . . . . .85 .011 1125,771 .UO .262 1.50 .n0 .00 0 .0 , .31 .n5804 .000245 6.00 .130 .p0 .31 i125.23 .531 1125,759 .5 .84 .012 1125,771 .00 .262 1.50 .PQ .00 0 .0 ' .31 .05804 .000~3b ~.00 .130 .40 .62 1125.25 .512 1125,758 .5 .94 .014 1125.771 .00 .262 1.50 .00 .00 0 .D , 27 05809 . . .000384 0,00 .130 .00 ~ .84 1125.26 .495 1125.756 .5 .48 .615 1125.771 ,0~ .262 i.`0 .00 .00 0 .0 .27 .05809 .pU0438 0.00 .136 .00 ' 1.16 1125.28 .478 1125.755 .5 1.03 .417 11i5.771 .DO .262 1.50 .~0 .OQ n .0 .14 .OS8p4 .OU05p0 0.60 .130 .00 ' ' 1 30 1125 28 4 _ . . . 62 1125.747 .5 1.08 .OIB 1125,7b5 .00 .2b2 1.50 .n0 .00 6 .Q ' HYPRA~LIC J~MP ,pp 1.30 1125,28 .13~ 1125.415 .5 6.h7 .690 112b.1Og .00 .2d2 1.50 .49 .06 p .0 ' 4.94 .05809 .04497; ,47 .130 .6Q 6.<4 1125.57 .130 1125.703 .5 6.h? .690 1126.393 .~0 .262 1.50 .(~0 .00 0 .0 ' .61 .U5804 .092761 .Ob .130 .UO , 6.85 1125,61 .131 1125.739 .5 6.58 .672 1125.A11 .UO .262 1.50 .04 .UU 0 .0 2.16 .05BQ4 .U8476b .18 .1z0 .00 , 4.U1 1125.73 .135 1125.86@ .5 6.33 .622 1126.490 .UU .2b2 1.50 .UO .06 0 .0 3.22 .05809 .073924 .24 .130 .OQ , i 12.23 1125,q2 .140 1126.ObU .5 b.02 .5b4 1128.623 .Q~ .262 1.50 .OU .On 0 ,0 I , T.32 .05804 .064496 .47 .1~0 .00 ' J,) ' w tie FQSiSF PA6E 2 K~TER SIlkFACE PROFILE LISTIN6 TRACT 23267 - 3(OLD VAIL RAt~CH j STORM DRAIN L1NE 'F-b' ~i~ FILE: USfb U7-19-4Q STqT10N INUERT PEPTH a.s. a VEL UEL ENER6Y SUPER CRITICAL H6T/ BASE! 2L NO AVBFk ELEV OF FLOM ELEV HEAU BRD.EL. EIEV UEPTH QIA IU N~. PIER L/ELEM 50 Sf AVE HF NaRM DEFTH IR tltttitfl titt7tlttt ttttttilttttiiitifttitYtil2fltltttlkt iitttJttttttttitt 32ttqtti pittiiti 21Sft23iJtJ~tfl3tifJttttt ltttf ltJii tlitt 19.55 112b.34 .144 1126.489 .5 S.i5 .513 1127.U02 .00 ..°62 1.50 .00 .00 0 .0 21.92 .Q58U9 .056209 1.23 .130 .UU 41.47 1127.62 .149 1127.76@ .5 5.43 .459 1128.227 .00 .262 1.50 .00 .06 0 .0 4.10 .0`80f .049078 .20 .150 .00 q5,~7 1i27.Bb .15q 1128.(~11 ,5 5,p1 .421 112B.A3p .00 .2b2 1.50 .09 .00 0 .0 2.18 .05899 .042820 .04 .130 .00 47.75 1127.98 .159 1126.143 .5 4.95 .~81 1128.524 .00 .2b2 1.50 .00 .00 0 .P 1.43 .05809 .n3733b .O5 .130 ,Op -09.18 1128.07 .164 lli8.i31 .5 4.i2 .345 1118.578 .00 .262 1.50 .00 .00 0 .0 1.01 .05809 .0;2545 .03 .130 ,00 56.19 1128.13 .170 IiiB.2S5 .5 4.:D ,315 1128.616 .OU .262 1.54 .UO ~00 P .0 .76 .OSH09 .428498 .02 ,130 .60 50.95 1128.17 .176 1128.a4b .5 4.31 .288 1178.634 .00 .2b2 1.50 .DO .00 0 .0 .64 .05809 .0248`.~2 .02 .130 .00 51.54 1128.21 .181 1128.388 .5 4.10 .261 1128.649 .60 .262 1.50 .~0 .00 D .p .A4 .OSBU9 .021651 .O1 .130 .00 52.08 111B.23 .187 1128.422 .5 3.91 .237 1128.654 .40 .2b2 1.50 .UO .u0 G .p .37 .U5809 ,018921 .O1 .i30 .00 52.45 1128.26 .144 11?B.A`1 .5 3,73 .21b 1128.667 .00 .~62 1.50 .00 .OP 0 .0 .32 .U5809 .G16528 .01 .150 .00 52.77 1128~29 .200 112B.47d .5 3.`5 .195 1128.671 .5~0 .262 1.50 .00 .06 0 .0 .25 .05809 .n14422 O.OU .130 .00 1~14 ' FQS15F PR6E 3 NATEk 5UkFACE PFOfILE Ll9TIN6 TRACT ~32b7 - 3 iOLD VA IL kphCH j , STOAM DRAIN IINE °F-6' O1~ _ ~ ~ FILEo U3Fb O1-19-40 5TATION INVERT DEPTH K,S. 0 VEL VEL ENER6Y SUFER GRITICpL H6T/ BASE/ 2L NO AVBPR ' 'eIEV Of FIdM ELEV HfRa 6R~.EL. ELEV QEPTH ~IA IQ N0. PIER L/ELEM SO SF AVE NF NORM DEPTH 2R tttttttti Tti3tfiift ttlttiitfittttttilfilitttitti fiilitli itl2iItitttittlit itttitp! ltittUlS ilitlttli2tilttffttttliti itlil ttitt fttil ' 53 02 1128 29 207 112B 4S1 5 3 '8 Si7 29 674 . , . . . , . . 11 .00 .2b2 1.50 .~9 .00 0 .0 , .20 .058Q4 .012599 0.00 .130 .00 53.22 1128.30 .21-0 1128.516 .5 3,23 .162 1128.677 .00 .262 1.50 .Op .00 0 ~0 ' .17 .05$pq .O1Q999 0.~0 .13U .60 53.39 1128.'1 .221 1128.532 .5 3.09 .14@ 1128.6B0 .00 .282 1.5p ,QO .OQ 0 .0 ' 13 OSBU9 . . .6U9595 0.00 .130 .QO , 53,SZ l128.32 .228 1128.547 .5 2.94 .134 1128.68! .00 .252 1.50 .00 .00 0 .0 .U3 .OSBOR .008376 0.~0 .130 .00 , 53.b0 1128.32 .23b 1128.Sb0 .5 2.74 .121 1128.681 .0~ .2L2 1.50 .00 .00 6 .0 .Gi .O;BQ9 .941z19 0.00 .130 ~00 , 53 67 1129 ' ~ . .3 a .7 4 112B.571 .5 2.b7 .111 1128.682 .00 .262 1.59 .00 .00 0 .0 , .04 .05809 .OGd;91 0.00 .130 .00 53.71 1128.z3 .252 1128.582 .5 2.5~ .141 112B.683 .00 .262 S.5U .00 .00 0 .0 ' .00 .U5809 .005542 .00 .130 .QO 53.71 1128.33 .2b2 1128.592 .5 2.42 .691 1128.682 .00 .262 1.50 .OQ .46 0 .0 I MpLL ENT kANCE .UO ' S3.71 1128.33 ,3@5 1128.715 .5 .52 .00-0 1128.719 ~00 .175 5.34 3.17 .00 0 .0 ' , ' ' _ , ~~ i~ I~ ~ . i. ~ f 4 ' ~1 I, , I ' ' , -. , HYDRALJL I CS e CJ100 STORM FRECJC.JENCY 5. 0 , '_ _ ,~ a ' ' ' h-fYDRRLJL I CS r Q100 STORM F-RECJLIENCY ' STOF2M DRAIN LINE "A" ' ' 1 ' ; ' ' , ' , , ' , ~ 5./ ~~ i~ T1 TftAC7 232fi7-3 ~OLD VAIL RANCH) T2 STDRN DRdIN LIN6 "A" ; p 10D T3 FIL6; UJA]OO.NSP SO ID17.311026,00 1 1030,49 R 1035,891026.08 1 .014 .00 ,00 0 R 1U64.391026.23 1 ,01~ .DO .00 R 1257.1010E7.21 ( .D13 .00 .00 R 1~24.001028.06 1 ,013 ~1,25 .00 A 1565.631028.76 I ,D13 .00 .00 JX 1510.291028.89 1 ,Ot3 R 16~3.991~29.03 ] .D13 93.81 .00 R 1743.~51029.29 f ,013 9.20 .00 JX 1773.461029.29 1 3 ,O(~ 1,8 ]031.51 90,00 R 1778,961029.36 1 ,013 ,38 ,00 8 1782.IO1D29.31 1 .Ol~ ,00 ,00 J% 1786,761030.32 2 3 ,013 6,4 ]032.02 66,72 B 1847.451030,46 2 ,013 90.00 ,00 d% 186~.611030.19 2 3 3.013 ~.8 6,~1072.221032,22 90,00 90,00 R 19~3,641030.62 2 ,01~ ,00 ,00 J% 1993,671030,6~ 2 3 .013 ,8 IOd2.38 90.00 R 2182,691U31,11 2 .D(3 ,00 ,00 JL 2187.7310J1.12 2 ,013 & 2604.311D31.76 2 ,OIJ .DO .00 JI 2312.001091,79 2 .013 R 2883.7E1032,51 2 .017 17.66 ,00 R 2993,~01033.61 2 .D1J 93,10 ,00 JX 3000.561035.55 4 3 ~,~IJ 3.7 7.31036.551036,55 90,D0 83,13 R 3085,991D~0.68 1 ,013 ,00 ,00 JX 3093,9~1041.38 4 5 7.D13 17.1 5.51D42.381042,38 45,00 95,00 R 3210,6810~9.68 4 ,013 ,00 ,DD JX 3215.2~1047.99 4 3 ,013 .1 1D~8.99 88,D~ R 3~75.451D65.19 1 .D13 27.~2 ,00 JX 3180.211065,86 ~ ,013 & 3616.891076,96 4 ,013 ,DO ,00 J% 3621.551077.3~ 4 .013 R 3929.291~8J,16 4 .01~ 11.21 ,00 J% 3797,201D83,59 4 3 3.013 10.5 3.41084.59108a.59 45.00 26,53 R 3798.521086,9D 4 .013 7.02 ,00 R 3811,d31087.69 4 ,013 I6,S0 ,DO ,1% 3819.591088,06 4 6 ,OIJ 22.2 1D89.56 50.00 R 386S.J81089.82 ~ .D13 68,fi3 .00 A 3867,261089,89 4 ,013 .00 ,00 JL 3867.281089.90 4 3 .013 ,1 1090.90 90.00 R 3913.381091,69 4 ,O13 ,00 .00 R 399~.671094.6~ 1 .013 15,53 ,00 JX 9002.481096.1~ 9 5 S.O1~ ]1.6 11.61095.891095,89 69,72 ~5.00 R 4015.121095,21 4 .013 1.10 ,00 SA 9015.121095.27 9 1094.27 CD 1 4 0 ,00 6.D0 .00 ,00 ,00 .DO CD 2 4 0 ,00 S.OD .00 ,00 .00 ,00 CD 3 1 0 ,00 1.50 ,00 .00 ,00 ,00 CD 9 4 0 ,00 3.5D ,00 ,00 ,00 .00 cn s ~ o ,o0 2.00 ,no ,oo ,oo .no A 123,6 .0 ' '~ ' ~ 53 ' - F0514P NASRR SURFACB PRDFILB - CAANN BL D6FINITION LI6TING PAC6 1 ~ File: U3AIOO.NSP Studp Uate: 6- 8-92 Tine: 10:44;27 CARD S BC7' CAN NO OF AY8 PI6R H6IG9t 1 BASE ZL ZR INV 9(1 ~ F12~ Y13~ YI4~ P(S~ YI.61 Yf71 Y18) Y(91 PI10) CODE AO T9P S PIERS WID TN DIAN6TBR NIDTH DROP , CD 1 1 6;00 CD 2 4 5,00 ' CD 3 4 1.50 CD ~ 4 3.50 CD 4 4 2.0~ , f 0 5 1 S P PAC6 NO 1 itA T6R SUBFAC6 PROFILE - 4ITL6 CARD GISTIN G ' BEADIAG LIN6 NO 1 IS - TftACT 23267-3 (.OLD YAIL RANCAI 86ADINC LIN6 NO 2 IS - STORN DRAIN LINB "A' ; p10~ ' HBADING LIN6 NO 3 IS - FILB: U3A100,NSP F 0 S 1 5 P PAG6 NO 2 ' WA T6R SURFACB PROFILB - BL8M6NT CARD LIST ING ELEHSNY AO 1 IS A S-STBN OU TLBT $ k ~ U/S DASA STATION INVBRT SBCT N 5 E6BV ' ]017.33 ]02fi,00 t 1030,49 BL6NBNT NO 2 IS A RBACH ~ s t U/S DdTA StATION INYERT SBCT N RADIUS ANGLB ANG PT 8AN H ' ]035,89 ]026,D8 1 ,01~ ,00 .00 ,00 0 ' BLBCSNT NO 3 IS A R6ACH t t s UIS DATA SfATIOA INVEftT SBCT N RADIUS ANGLB ANG PT NAN 9 ]061.37 1026,23 1 ,011 ,00 .00 ,00 0 ' BL6NBNP NO 4 IS A R6aCA ~ t t U/S DATA SPATION INVERT 56CE N RADIUS ANGLB ANC P? NAN A 1267,10 ]021,21 1 ,013 .00 .00 .00 0 ' SL6HBNT NO 5 IS A RBACH t i k U/S DATA S1'dTION IHV6R5 S6CT A RADIUS ANG16 ANG PT HAN H 1~2~.00 ]028,D6 1 ,013 ,~0 31.25 ,00 0 BL6NBNT NO 6 IS A R6ACB t s s ' U/S DATA S1'ATION INt'EAT S6CT N RADIOS hNGL6 ANG PT NAN 8 1565.61 ]028,76 1 ,013 .UO .00 .00 0 BLRNBAP NO P IS A 7UNCPION = t 3 k t ~ t ' U/S DATA STATION INVBRT S6CT LdT-1 LAT-2 N Q3 8~ IHV6RT-3 INV6AT-1 PAI 3 PAI 9 1570,29 ]028.89 I 0 0 .013 .0 .0 .00 .00. ,00 ,00 BLBN6NT NO 8 IS A RBACB # # # , U/S DATA SPATIOB INVSRT S6CT N RADIUS ANG18 hNG PT NAN H 1643.99 1029.D3 1 ,013 ,00 93,64 ,00 0 BLBHBNP MO 9 IS A ABACH x 1 = ' O/S DdTA S1'ATION INVEAT S6CT N AADIUS ANGL6 ANG P7 HAN A 17?7,16 ]029,29 1 ,013 ,00 9,20 ,00 6 616N6HT HO 10 IS A JUNC4ION ; x ~ t k t t D/S DASA STATION INYBRT SECT L6T-1 LAT-2 N Q3 Q4 IBVBRT-3 INVB&T-1 PHI 3 PAI 1 , 1773,46 1U29.29 l 3 0 .013 1.8 .0 1031.5~ .00 90.D0 ,00 THS ABOV 6 6LBNBN P CONTAIN6D AN INVBRP 6LEV NAICH MAS AOT GR6ATBft TH6N THE PREYIOUS INVBRt BLEP -YARNI NC TAE ABOV6 BLBNBN f CONPAINBD AN INVERP EL6V NNICH WAS NOT G&BAPER f6AN TH6 PRBVIOUS INVERT ELBY -NAANI AG BLBNENS AO ll IS A R6ACH t t t U/S DdTA STATION INVERT 56CT N RADIUS ANGLB ANG PT NAN A ]778.76 1029.30 1 ,013 .OD ,38 ,00 Q ' z sv . F 0 S 1 S P - PdGB NO 3 NAT6R SURFdC6 PROFILE - E18NENT GA&D LIS TING ' EIBHENT AO 12 IS A AEACA UIS DATA ~ SidTION ~ INVEftT ~ S6C4 N RADIUS ANC66 dNC P7 NAN A 1782,10 ]029,3! 1 .013 ,DO ,00 ,OD 0 ELBMBHT NO 17 IS A JONCTION ~ k a k # ; # ' U!S DATd STAPION IAYBRt SECT LAT-I LAf-2 N A3 Q~ INV6RT-3 INVEAT-1 PBI 3 P9I 1 1786.76 1030.32 2 3 0 .013 5.1 ,0 1032,02 .00 66.72 ,00 6LBH6Nf NO 14 IS A R6ACA t ; # U!S DATA SfeTIOH INVERT SBCT N RADIUS ANGLS ANG PP NAN H ' 1847,~5 ]030,46 2 ,013 ,00 9~,00 .00 0 BLBH6NR AO iS IS A 7DNCfION > k s ~ t t s U/S DAPA STd4I0N INV6Rt SRCY 6A7-( LAf-2 N A3 e9 INV6RT-3 INVB&S-4 PAI 3 PflI ~ ' 1864,61 ]030,44 2 3 3 ,013 4,8 5,~ 1032.22 ]032.22 90,00 90.00 666NBHf NO 16 IS A RBACA k s t UIS DATA SPATION INVBRT S&CT A RADIUS ANCLB ANG P1 NAN B 1943,65 10J0.62 2 .013 ,00 .00 ,00 0 ' 6L6NSNT NO 17 IS A JDNC4ION t = t k t t t 0/S DAtA STAtION INVBRT SBCY LAT-I LAf-2 N Q3 0~ INVBAT-3 INVBRT-4 PHI 3 PHI ~ 19~3,67 1030,63 2 3 0 ,013 .8 ,0 1032,38 ,OU 90,00 ,00 , BL6N6Nf NO 18 IS A &BACA k > k U/S DdTA SPdPIOA INVEBT S6CT N RADIUS ANGLB dNG P? MAN H 2182,64 1U31,1t 2 ,013 ,00 .00 ,00 0 , BLBNSNT HO 19 IS A JDNCtION ~ t t # k t t UJS DAfA STATION INV6RP SBC7 LAY-1 LA4-2 N Q3 q9 INVBRT-3 INU6dT-1 P9I 3 PAI ~ 2187,33 1031,12 2 0 D ,013 .0 ,0 ,UO .00 .00 .00 ' 6L6NBNT NO 20 IS A 86ACA ~ s t U15 DdTA 54dTIPA INYBRS S6CT N BADIUS ANCLB 6NG Pt NAN A 2507,31 1031.76 2 .aia ,oo .oo .o0 0 BLSNBNP NO 21 IS A dDNCtION t k t t ! t t ' 0/S DASA STAtION INVEAT SRCT Ld7-1 LAP-2 N Q3 Q4 INVBRT-3 INVBR7-1 PHI 3 PHI 1 2512,00 1031,77 2 0 D ,013 .0 .0 ,00 ,OD ,OU .00 , F 0 5 l 5 P PAGE NO 4 MATBft SURFdC6 PROFILB - BLBNBNT C ARD LIS TINC BL6NBNT NO 22 IS A &BdCA ~ i i ' UIS DdTA SPd5I0N INYERT SBCT A RADI115 ANGLB dNG PY CAN H 288~.72 ]032.51 2 .OIJ ,00 17.66 .00 0 BLBNENT NO 23 IS A RBACA s s t UIS DATA SPdTION INVBRf SBCT N AADIUS ANCLB AHG PT NAN B ' 2993,40 1D3S.61 2 ,013 ,OD 91.10 .00 0 6tSNEAP NO 21 IS d JUNCPION t t t t t : t ' 0/S DATA S;AtION 3000.56 INV6Rf 1035.55 SECT LAT-1 4 3 LAf-2 3 N .013 Q3 3.3 84 7,3 INVBRT-3 1036.55 IHV6RY-4 1036.55 PBI 3 90.00 P9I 9 83,13 EL6NBNT NO 25 IS A RBACH k t t U/S DATA SPATION INYERT SBCT N RADIUS ANGL6 dAG P1 NAN A ' 3086,99 1010,88 ~ .013 .00 ,00 ,00 0 B16N6NT AO 26 IS A JONCfION s t t t # k s U/S DAPd STATION INVBRT 56C7 LAT-1 LAi-2 N q3 Q~ [NV6RT-3 INVBRT-4 PAI 3 PAI ~ ~093.90 ]O~t,38 1 5 3 ,013 ]7,3 5.S 1042,J8 ]0~2,38 16,00 ~5,00 ' 6L6tlBNT AO 27 IS A RBACA t > # U/S DA't6 SPAPION INVERf SBCT N RADIUS ANG66 AHG PY NAN H ' BLBNENT NO 28 IS A JUNCPION 3210,58 t 10~7,68 s ~ f s .013 ~ t ,00 ,00 t .00 0 U/S DATA STATION INYBRT S6CY LdT-t LAP-2 N Q3 Q~ INVBRT-3 INV68T-1 PBI 3 PAI ~ J215.29 ]047.99 4 J D ,013 ,1 ,0 1048,99 ,OD 88,04 .00 6LBNENT NO 29 IS A A6ACA t i t , U/S DdTA STdTION INVERP SECP N 9ADIU5 ANCLB ANG PS tlAN B 3~76,55 1066,19 ~ .013 .00 27.42 ,00 0 ' BLRHBNT HO 30 IS A JUNCtION t k f t t t t ZSS ' ' ~ s ~~ I ' ~' I 1 I ' I ' I , I' - I 1 I ' I ~ ~ ~J I ' ~ ' I' -`' O~S DATA STATION IAVBRP SBCT LAT-1 LAP-2 N C~ 84 INV6RT-3 INVERT-1 PAI 3 P8I ~ J480.21 1065.86 4 0 U ,013 .0 .0 ,00 ,00 ,00 ,00 F0515P NATBR SUftFAC6 PROFI66 - 6LEHEAP CARD LISSIAG 6L6tlENT HO 9] IS A&BACH ~ ; _ U!S DATA STATION INVBRT S6CT N 3616,B9 ]076.96 1 ,013 6L6NENT NO 32 IS A JUNCfION ~ « ~ x OJS DAfA STATION INVSRf 56CT LAT-1 LAf-2 N 3621,55 1077.9~ 1 0 0 .013 BL6NBNT AO J3 IS A RBhCB x = # U/S DATA 54ATI08 INVBBf SBCT H 3729,29 1085.16 ~ ,013 6LENEA? NO 34 IS A JONCtION ~ k ~ k U/S DAfA STASION INVBR4 SECY LA5-1 LA4-2 N 3137.20 1083,59 4 3 3 ,013 BLBflBNT AO 35 IS A ASACH t s z U/S DdTA SfAPION INVERT SBCT N 3798.52 1U86.90 ~ ,013 6L6MBN5 NO 36 IS A R6AC9 t i k U/S DATA SPdTION INVERT S6CT A 3811.43 1089,59 ~ .013 BIBHEHT NO 39 IS A dUNCfION ~ k ~ x U/5 DATA STATION IAVBRT SfiCY LAT-1 LA4-2 N 3819,59 1088.05 4 5 0 .013 BGBA6NT NO J8 IS A RBACB + i # U/5 DASA SPATION INVSAT S6CT H 3866.39 ]089,82 1 .013 BLBNENT NO 39 IS A&BACH + t k 015 DdPA StdTION INVERT SBCT H 3869.26 1089.89 ~ .013 6L6NEN7 NO 40 IS A JDNCfION ~ k 1 k D/S DATA STA4ION INYBftT S6CT LAT-1 LAP-2 N 1867,28 1089,90 ~ 3 0 ,013 F0515P AASBR SURRACB PROFII,B - BLBBBAT CABD 6ISTTNC BLBMBNT HO U IS A BBAC9 t 3 f 0/5 DdTA StdTION INVERT SBCT N 391~,38 1091,69 4 .013 fiLBNENP NO 42 IS p R6hCA t ! x U(S DA7A STATIOA INVBRf S6CT N 9991,59 ]094,81 ~ .013 61BHSNT AO 43 IS A JUNC1'ION . ~ k ~ « U/S DAfA STATION IAV6R4 S6C7 LAT-1 6AP-2 N ~002,48 ]095.14 1 4 5 .013 &LBtlBNf BO ~~ IS A BBACH # ~ # UIS DATA STATIOA INVEAf SBCP H 40(5.12 1U94.27 ~ ,013 6LBN6NT NO ~5 IS A S-ST6N flBADNOR65 a U/S DATA STATION INVBRP S6CT 4015,12 1095,29 ~ PdC6 NO 6 &ADIUS ANGLB AHG PT NAN A .oo ,oa ,oo 0 1 t t p3 A~ IHVBRT-3 INV6RT-1 PAI 3 PAI 1 ,0 ,0 ,00 .00 .00 .00 RADIUS ANG16 dHC PT tlAN H ,oo ~i.2i .oo 0 s t t Q3 A~ INV6RT-3 INUER7-1 PHI 3 PAI 4 10,5 3.4 1084,59 ]081.59 45,00 26,i3 ftADIUS ANG6S ANC PT NAN H ,00 7,02 .00 0 AADIUS ANG1B ANG PY NdN H ,00 16.5D ,00 0 i i t Q3 Q4 INV6BT-3 INVBR7-~ PHI 3 PBI 4 22,2 .0 1089.45 ,OD 30,00 .00 AADIUS ANG16 ANG PT NAN A .00 68,63 .OU 0 RADIUS AAGL& dNG P2 NAN H ,00 .00 ,00 0 t t t A3 89 INUBRT-3 INVSflP-~ P9I 3 PAI 9 .! .0 1090,90 ,00 90.00 .00 PAG6 NO 6 RADIUS dNGL6 ANG PS NAN A ,00 .OD .00 0 RADIUS ANG16 ANC PT NAN A ,00 15.53 .00 0 s t # 03 84 INV6RP-3 INV6RT-~ PBI 3 PAI 4 11.6 11,6 1095.89 ]095,89 69.72 95,00 RADIUS AAGL6 dNC PT HAN A ,00 1.10 ,00 0 s W S E6HV 1095,27 I ~ Zs~ ~- «~ NARNING N0, 2;# - YA4SR SURFACB 6LBUATION CIVEN IS L6SS PAAN OR 6QUALS IAY6RP BL6VASION IA HDNED$, N.S.6LSV = IHV + DC ' POS15P CD Vets 2.2 PAGB 1 ' MATBR SURFACB PROFILB 6I STING File: U 3AIO~.YSP Study Date: fi- B -92 T iee: 10:11 :23 ' TRACT 23267-3 (01D VAIL RdNCHI ' STORtl DRAIN LINB 'A" ; 8100 FIL E; U3AIOO.GSP STATION INVBRf DBPTA G.S, Q VBL V6L BNBBCY SUPBR CRITICAL AGTI BASB/ Z6 HO dYBPE SLBY OF F60N 666V aaeo GRD.BL~ ELBV D6PTA D[A I~ N0. PI6B ' L~BLBH 50 SF AVS BF NDRN DBP1fl ZA ktitkiitft i#ttikki~ kkikkkiitit#kki3tti iYki#itfi#tt~#titk ktiY#i~ik3ttYi3Ykit#ki#tt itkki~tkii kk3l#i%YYiifkiit ii#kii3i kiikkitiit ii?ii ' IUIY,33 1026,OD 4,490 1030.490 23d,7 10,34 1.661 1032.151 ,00 4,197 6,00 .00 .00 0 .0 18.56 ,00431 ,009301 .08 ~.489 ,00 ' 80 00 197 4 6 00 OD 00 0 0 1035,89 ]026,0fl 4.d89 1030,569 294.7 10,34 1.661 1032.2 . , , . , . ' 20.88 ,00527 .004405 .09 ~,11J ,00 105fi,11 1026,19 4.407 ID30.596 274,7 10.55 1.721 1032.J23 ,00 4,197 6,00 .00 ,~0 0 .0 ' HYDRAll6IC dUNP ,00 1056,17 ]026.19 3,990 iD30,180 239,P 11,74 2,145 10~2,325 ,00 ~.197 6.00 ,DO .00 0 ,0 t 143 ~ 00 4.60 .00529 .005868 ,0~ , . ' 1069.37 ]026,23 3.975 ID~0.205 294.7 11.80 2.16~ I032.~69 ,00 4,197 6.00 .OD ,00 0 .D ' 95.14 .00508 ,005086 ,98 3,975 .OD ' 1159.51 ]026,71 3.975 ID80,689 234.7 i1,8D 2.16~ 1032,852 ,00 4,197 6,00 ,00 .00 0 ,0 99,59 .00508 ,005090 ,50 3.975 .00 , D OD 00 0 0 125T,10 1027.21 3.973 1031,189 239.7 11,81 2.166 1033,349 ,00 4.197 6.O . , , ' 31.29 .00509 ,005093 .17 J.977 ,00 1291.a9 ]027.38 3.973 lOJ1.3S8 2J4.1 t1.81 2.166 1033.524 .00 4.197 6,00 .00 ,00 0 .0 ' ]32,61 .00509 .005115 ,68 ~,973 ,OD 1~29.00 1028,06 3,961 1032,~2] 2~4,P 11,65 2.181 1039,202 ,00 ~.197 6.OD .00 .00 0 .0 ' 0 OD 97.68 .00491 .005226 .25 ~. 16 , ' td11,68 1028,30 3,913 1032.209 2~4,7 12.02 2.21t I034.15] .00 4,197 fi.00 ,00 .00 0 .0 93.95 .00994 ,005653 ,53 ~.016 .00 ' 1565,63 ]028,96 3.756 lOJ2.S16 23~,7 12,60 2,966 1034,982 .00 4,197 6.0~ .00 ,DO 0 .D JUNCT SPR .02790 .005190 .02 ,00 ' ~ ' 2 S7 ' F 0515P CD Vers 2,2 P AGB 2 NATBR SURFACB PftOFIL6 LISPING ' TRACT 23267-3 File: (OLD VAI U3A]OO.YS L RANCH~ P Study Date: 6- 8-92 Ti ne: ]0:4a: 23 Si'ORN DftAIN LINB 'A" ; 8100 FILE: U3AlOD.NSP ' STATION IAY6Rf DEPT9 N.S, Q VBL YBL BNBflCY SUP6R CRITICAL AGf! BdS61 Z1 NO AVBP& &LBV OF FLON 6Lfi4 NBAD CRD,66. 66BV DSPTA ~IA ID N0, PIBA LIBL6H 50 SF AVB HP N ORN DBPTA ZA , ki~tt#fi#i#t~tik#ti ttiit%fi3iiitkiiktiiFiiSYiii#k3tkfi#t #i#Fitii kiitk#ttkiiiki~#kS #kki#i#ii#ti3kktii#itktitiiiikk3# #if3Y iikki iFtii 1670,29 1028,89 4.197 10~3.087 234.7 11.11 1.919 lOJ5,004 .00 9,191 6,00 ,00 .00 0 .0 ' 2,10 .00190 .004259 ,O1 6.000 .00 tS12.~9 1028.89 1.298 1DJ3.t92 294.T 10.83 1,821 1035,013 .00 4,197 6.00 .DO ,00 0 ,D ' NYDftAULIC dUHP .00 ' 1572,39 1028,89 4.114 1033,008 2J4,7 11.36 2.007 l035,011 ,00 4.194 6,00 ,00 .00 0 ,0 9.09 .00190 ,009914 ,01 6.000 ,00 ' t591,48 1028.91 3.993 1DJ2.844 294.7 11.91 a.zoa 1035.057 ,00 4.197 6.00 .00 .00 0 .D 16,89 .D0190 .005529 .09 6,000 .00 ' IS98,37 1028,91 3,784 ]032.727 279,P 12,49 2,42J 1035,151 ,00 4,197 6.00 .OD .00 0 ,0 ' 21,30 .00190 ,006235 .13 6,000 ,00 1619.67 1028,98 3,634 10J2,618 27d.7 13.10 2,666 1035.283 .00 4,19T 6.00 .00 .00 0 .0 , 24.32 .00190 ,007042 ,17 6.000 ,OD 1643.99 ]U29.03 3,493 lOJ2.S23 2J4.7 13.7~ 2.932 1035,455 .00 4,197 6,00 .00 ,00 0 ,0 ' 000 6 00 16,23 .00201 ,007768 ,13 . . , 16fi0.22 1029,06 3,409 1032,472 2Jd.7 11.15 3,109 1035,581 ,00 4,191 6,OD ,00 .00 0 .0 2?,46 .00261 ,OOBS91 ,21 6.000 ,00 , 1687.68 ]029,12 3.279 IOJ2.397 234.7 11.84 3,420 1035,817 .00 4,197 6,OD .UO .00 0 ,0 26,33 ,D0201 ,0097~1 .28 6,000 ,00 ' 6 00 00 00 0 U 1716,01 ]029,11 3.156 1D~2.331 234,7 15.59 3.762 1036,093 .00 9,197 , . . , ' 26.68 .00201 ,011018 .32 6.000 .00 1944,68 1029,23 3.039 ]032.241 234.7 16,33 ~,139 10~6,410 .00 4,197 6,00 ,00 .00 0 .0 ' 28,79 ,00201 .012549 .36 6.000 ,00 ' ~ ' Z Sb~ P0513P CD Vers 2.2 - PAG6 3 MATBR SURFAC6 PAOFIL6 LISTINC File: U3A100.W5P Study Date: 6- 8-92 Sine: ]0:41:23 TRACT 23267-~ (OLU VAIL &ANCH~ STORN URAIN LINB 'A" ; e100 FILS: U3AlOD,NSP STATION INVSRI' DEPfH G.S, Q V61 YBL 6N6HGP SUPBR CRITICAL 9G7'/ BASB/ ZL NO AYBP& 6L8Y OF FLOA 66EV NBA~ GRD,BL, 616V DfiPTA DIA ID N0, PI6E L/8L6H SO SF AV6 HF NOAM DEPTfl ZR ki~t##S#ki~ttii#ti~#tit#kittki~tkktkfitYii3kk4##ii##kiikYiXfkitkitiYf3ttkiiiYiiiktikkt##!i##kiS#k#ttiitki3itFii#kii#kiiiki3#ktiitit 1773.45 ]029.29 2,928 1032.218 234,7 17.12 4,552 1036,771 ,00 4,197 6.00 .00 ,00 0 ,0 JUNCP STR .00000 ,013607 0.00 ,00 1173,46 1029,29 2.882 lOJ2,172 2J2.9 11,31 1,669 1036.841 .00 4.180 6,OD .OD .00 0 ,0 5,30 ,00189 .014013 .07 6.D00 ,00 1776.i6 ]029.30 2,862 1032.162 2J2.9 17.5D ~.75~ t036,916 ,00 9.180 6,00 ,00 ,00 0 ,0 3,34 .00300 ,014311 ,05 4.913 ,00 1182.10 ]029,31 2,851 10~2.161 232.9 iT.59 d,BOJ t036,9fi4 ,00 4,180 6.00 ,00 .00 0 .0 JUNCf STR .21671 ,010777 .06 .00 1T86.16 1030.32 1.267 1D94.581 227.5 12,75 E.52a 103T,IlU .00 4.267 5,00 ,00 ,00 0 ,0 8.07 .00198 ,006910 .O6 5,000 .00 1799,83 ]030.39 ~,536 1034,8T2 227.5 12,15 2.29J 1037.166 ,UO 9,267 5,06 .DO ,00 0 ,0 49.19 ,D0198 ,00T075 ,35 5,000 ,00 1894,00 1030,93 4,993 1035.426 227,5 11,59 2,085 1037.511 ,00 4.267 5,00 .00 ,00 0 ,0 1.22 .00198 ,007367 ,O1 6.000 ,00 1845,22 1030.49 5,000 1035.436 227,5 11,59 2.OB6 1037,520 ,00 4.267 4.00 .DD .00 0 .D 12,23 .00198 .007486 ,09 5.000 .OD 1857,45 1030,46 5.292 ID'sS.702 227,6 11,59 2.084 1057.787 .00 1.2fi7 4,00 ,00 .00 0 .0 JUNCf STA ,00140 ,009296 .05 .00 1864.61 ]030.47 5.fi50 1D36.120 217.3 11.D7 1,9D2 (038,022 ,00 4,187 5,00 .00 ,00 0 .0 79.0~ .00190 ,006961 .55 6.000 ,00 1943,65 ]030,62 6.05D 1DJfi.610 217.3 11.09 1.902 t038,672 ,00 9,187 6.00 .OD .00 0 .D JUNGT STR .603D7 ,006986 0,00 .00 2 S9 ' F0515P CD Yers 2,2 PAGE 4 NAT6 R SURFACB PROFILE LISTINC ' TR ACT 23267-3 File: (01D VAI U3A]OO,W L RANCflI SP Studp Date: 6- 8-92 Ti ne: 10:11 :23 STORN DRAIN LIN6 'A" ; Q100 FI LB: UlAl00.NSP ' STASION INV6RT DBPTA N.S, q V6L VBL BN6RCY SUPBR CRITICAL HGT( BdS61 ZL AO AVBP& BL6Y OF FLOA SLBV HEAD GRD,BL~ BL6V DBPTA DIA ID N0, PI6& LIgL6N SO SF AY6 HF NORN DBP79 Z6 ' ti#ttiitki#kk;itfti tki#tki#kt~##kit#kiitki~kkit #i2itki3 kkiitkiti kitkkiiik iXiktitkt ;ttiitk3# Ykiittiikk fitititti3tttlYFii#i3tki ttkft 1943,67 1030,63 6,068 1036,698 216.5 11,~3 1.888 1038,586 .00 4,180 5.00 ,00 ,00 0 .0 ` ' 239.00 .00201 .006910 1,65 5.000 .00 2182,67 ]03t,11 7.290 1038.350 216.5 11.03 1,888 1090,238 ,00 4.180 S.DO ,00 ,00 0 ,0 ' JUNCT STR 00215 . ,006910 .03 .00 ;' 2187.33 ]031.12 7,262 lOJ8.382 216.5 (1.03 1.888 1040.270 ,00 4.180 5.00 .00 .00 0 .0 320,01 ,00200 ,006910 2,21 5.000 .00 ;, 2607,59 1031,76 8,833 lOd0,S93 21fi.5 11,03 1.888 1042.~81 .00 4,180 5,D0 ,00 .00 0 ,0 JUNCT STR .OU215 .006910 ,03 ,OD '' 2§12 00 103I 71 8 856 1D 0 . , , ~ ,626 216,5 11,03 ],868 1042.613 .00 4,180 5,00 ,00 .00 0 ,0 ' 341,72 .D0199 .006910 2,57 6.OD0 ,00 2883.72 1032,51 1D.852 1013.362 21b.5 11.~3 1.688 I095,249 ,00 9.180 5.00 .00 ,00 0 .0 ' 1~9.68 .01003 ,006910 ,76 ~.977 ,OD 2993.~0 ]033.61 10.894 1044,504 216.5 11.03 ],888 1046.391 .00 4,180 5.00 .00 ,DO 0 ,0 ' 7UNCf SPR 27096 , ,00 ' 3000,46 1035.55 2.612 10~8.162 205.9 26,7~ I1,100 1099,263 ,00 3.~67 3.50 ,DO ,00 0 .0 31,83 .06239 .049647 1,73 2.41~ .00 ' 3035,79 1037.72 2.672 10~0.395 205,9 26.12 10.59~ l050,989 ,00 3,167 ~,50 .00 ,00 0 .0 50,60 .06239 .046D00 2.33 2,410 ,00 ' 3085 99 ]040 88 2 806 . , , 10~3.686 205.9 2~,90 9,631 I063.317 .00 3.467 J.50 ,00 ,00 0 ,0 ' JUNCf STR .06321 .0516~J ,41 ,00 3093.90 1011.98 2.252 1D~3.632 183.1 27,99 12.161 1055,796 ,00 3,~48 3.50 ,00 ,00 0 .0 ' 116.68 ,05J99 ,063303 7,39 2.331 .00 ' ' ZGb ' - F0515P CD Vers 2.2 PAGB 5 AATB ft SURFACB PROFIGB LISTINC ' TRACT 23267-3 File: (01D YAI U3A100.WSP Studp L ~ANC9M Date; 6- 8-92 fi ne: ]0:11 :23 STORN DftdIN LINB 'A" ; Q100 FILE: U3dIUD,NSP '~ SSATION IAV6RT DfiPT9 N.S, g Y8L V6L BHERG9 SUPBR CRITICAL 8CT1 Bd56/ Z6 NO AV9PR BLBY OF FLON BLSV HBAD CRD.6L. BLBV DEPPB DIA ID N0. PIBfi L/BLBtl SO SF AV8 HF NORN DBPTH ZR ' k#3kkiiik iitttikk#i kii#tkii#iti##iikYiikiiakkii ikiikkii #iiiYkiti t3ik#iJ#k t~ii;;}Yi tkk;iYtifi #tiikkt;#k tikkkt#Fii3fiit Yiit kiitti itkit 3210.48 1097,68 2,161 ID19.8~4 IBJ.1 29.31 1J,340 1063,184 ,00 3,~~8 3.50 .00 ,00 0 ,0 t JUHCf STR .0665~ .067050 .31 .00 3215,24 ]0~7,99 2,162 1060.152 183,0 29,33 13.359 10fi3.311 .00 3,~48 ~,50 ,60 ,00 0 .0 ' 260 31 O6T23 , , .066?69 17,38 2.160 ,00 ' 3175,55 1065,49 2,17D 1067.660 1fl3.0 29,21 13,2~6 1080,905 ,00 3,498 3,50 .00 ,00 0 .0 JUNCS STR .07940 ,066147 ,31 ,00 ' 3480,21 ]065,86 2,1TS 1068,035 Ifl3.0 29.13 13.1T6 1081,211 ,00 3,~48 ~,50 ,00 ,00 0 .0 36,06 ,08121 ,Q63818 2,30 2,031 ,00 ' 3616 2fi 1068 79 2 221 1D71 01 , , , , 1 183,0 28.37 12,496 1083,507 ,00 3,448 3.50 .00 ,00 0 .0 , 45,33 .08121 ,058225 2,64 2,OJ1 ,00 ~~ 3661,59 ]072.47 2.318 ]D79.784 183,0 27.06 11,360 1086,147 .00 3,~48 3,50 ,OD ,00 0 .0 , 31.69 .08121 ,051764 1.64 2,031 ,00 3593.23 ]075,04 2,419 1017.168 t83.0 25,99 10.321 108P,765 ,00 3.4~8 3.50 ,DO ,00 0 .0 , 23 66 08121 , , .046153 1,09 2.03] .00 , 3616.89 ]076,96 2,528 1D79.188 183.D 2~,59 9,368 1088,877 ,00 3.198 3,50 .00 ,00 0 .0 JUNCT S?R .08154 .042988 ,20 .00 ' 3621,55 ]077.34 2,555 1019,895 t83.D 21.32 9.181 1089.016 ,00 3.f48 3.5D .00 .00 0 .0 42.72 .05902 .O~D683 1,79 2.330 ,00 ' 3664 29 1079 65 2 649 1082 297 , , . , I83,0 2~.42 8.516 1090.813 .00 3,448 J.50 ,00 .00 0 .0 ' 37,86 .054U2 ,037028 l,40 2.330 ,00 3402,13 1081,69 2,780 ]D89,413 i93,0 22,33 7,742 1092,215 ,00 3.148 3.50 ,OD .00 0 ,0 ' 24,16 .05402 .0335J4 .91 2.330 ,00 ~ ~i ' Z G ~ ' F0515P CD Vers 2,2 PAGS 6 NATBR SURRACB PROFIL6 LISTING File: U3A]OO,YSP Study Date: fi- 8-92 Ti ne: 10:~~ :23 , TRACT 23267-3 (OLU VAI L &ANCfl) STORN DftAIN 6INS 'A" ; fl100 FILE: U3A]OO.NSP ' SSATIOH INYBRP DBPTA N,S, 0 VHL VBL 6NEkGY SUP6R CRITICAL NGT( BdS6/ Z1 NO AVBPR BLBV OF FLON BLSY NBAD GRD.BL. 616V RBPf9 DIA ID N0. PIEfl L/BL6N 50 SF AVR BF NDRd DEPTH 2R , #kikkitttiitRiitli# tt#itYi#kkiii##tiF# ikkt~tt#t ffiktki3##iitktik Rii#ktiikti #kiikkt ikttfii#i3 kfi#tkt3ikii##i##ti3kkii# ki~kF t~tii #iFiY I 3929.29 1083.16 2,928 1086.088 183.0 21,29 1,038 1093,126 .00 3,~48 3.50 .00 ,00 0 .0 , ' JUHCf STR ,05437 ,035a93 .28 ,00 3737.20 1083.59 2,480 lO8fi,070 169.1 27.19 8,351 1091.124 ,00 3.129 3.50 ,00 .00 0 .0 ' 32,76 .05398 .037290 1,22 2,206 .00 ' 37fi9,96 1085,36 2,575 1087,939 169,1 22.29 7.712 1095,645 .00 3,429 ~,50 .00 .00 0 ,0 28,56 .05398 ,033799 ,96 2,205 ,00 ;' 3798,52 ]086,90 2,698 1D89.598 169,1 21.25 7.D10 IU96,609 .00 3.129 J,50 .00 .00 0 ,D '' 12.91 ,OS341 ,031052 ,40 2,213 ,00 ' D 3811,13 1087.59 2,772 iD90.362 169.1 20.69 6.649 1097.011 ,00 3.429 3,50 ,00 ,00 0 , ' JUBCT STR .06638 .031297 .26 ,00 _ : 3819,59 1088,05 2.392 1090,4~2 116.9 20.99 6,625 1097.268 ,00 3.378 J.50 .00 .DO 0 .D ' 46.79 ,09865 .031245 1.43 2.215 .00 3865.38 1089,82 2,46D 1D92.280 1a6.9 2D.33 6,920 1~99.100 ,00 3,J78 3,50 ,00 ,00 0 ,D ' 29~ 2 00 1,88 .03T27 ,030060 ,O6 . , ' 3867,26 1089.89 2.462 1092,352 1~6.9 20,31 6.40~ 1098,757 ,00 3,778 3.5D .DO .00 0 .0 JUHCT STH .50600 .030018 D.00 .00 ' 3867.28 ]089.90 2,961 1092.36] l~6.8 20.31 6,404 1098.765 ,00 3,~76 S.SO .00 .00 0 .0 1.69 ,OJ883 .029956 ,05 2.211 .00 ' 9 50 00 00 0 0 3868,95 1089,97 2,464 1092.429 146.8 20.2Y 6,362 1098,812 ,00 3.J78 . . . . ' 41,43 .03883 ,028315 t,26 2,2~1 ,00 3913.~8 1091.69 2.577 ID94.26T 146.8 19.33 6.802 1100,069 ,00 3,318 3.50 .00 .00 0 .0 ' 22.90 ,OJ880 .025922 .59 2,211 .00 ' J . ' ~ 2GZ FOS15P CD Vera 2,2 - PAGB 7 WATB R SURFACB PROFILB LISfINC File: U3AlOD.NSP Study Date: 6- 8-92 fi ne: IO:S1:23 TRACT 23269-3 (OLD VdI L &ANCB~ STORtl DftAIN 1IN6 'A" ; Q100 FILE: U3A100,NSP SSATION INV6R4 DEPPA G,S. Q VBL VHL BNBRG9 SUP6ft CRITICAL HGP/ BdSB/ ZL NO AVBP& BL6Y OF FLON ELBV H6AU CftD,BL, 6LBV D6PT9 UId ID N0. PIBA L/BLSN SO SF AV6 BF NORB D6PTH 2A iittkitit iiYkii#k## ##t#ttiiit2St####kii#kittktt kkiikkii tkixktiik iii#ktli# i1}kfiiki ifki!#tiiiki7kii#Fk it#iJikt3ttkt3# iiikktitti 3tiii 3936,28 1092.58 2,666 1095,213 116.8 18.67 5,412 1100,655 ,00 3.~78 3.50 ,00 ,00 0 .0 23,47 .03880 ,023603 ,55 2.211 ,00 3959,73 ]093,99 2,798 1D96.287 116.8 (7,80 ~.920 1101,207 ,UO 3.378 z.50 ,~0 ,00 0 ,0 17,00 .0~880 .021311 ,36 2,2~1 ,00 3976,75 ]094,15 2.948 ID9?,099 t46.8 16.97 4.477 1101,§69 ,00 3,~78 3.5D .00 ,00 0 ,0 11,85 ,03880 .019590 .23 E,2~1 ,00 3988.60 1094,61 3,127 1097.7J5 146.8 16.18 1,066 1101.801 .00 3.~78 ~.50 .00 .00 0 ,0 5,97 ,03880 ,O1fl9d8 ,11 2,241 .00 3994.64 1094,84 3,378 1099.218 116.8 16.53 ~,695 1101,913 .00 3.J78 3.50 .00 .00 0 .0 JUNC4 SPR ,09795 .016864 ,13 ,00 4002,a8 1095,14 5,261 It00.401 123,6 12.86 2,563 1102,9fi4 ,00 3.273 ~.50 .DO ,00 0 .0 12.64 ,D1028 ,O15092 .19 7,500 ,00 4015.12 ]095,27 5,379 1100,6~9 123,6 12,85 2.56J 1103,212 ,00 3.213 3.50 .00 ,00 0 .D Z G~ Y1 T&ACP 23267-3 (OLD V9IL EANCH) T2 STORH DRAIN I,INB "A-!"; 6100 T3 FILB: U36110.NSP SO .001031.54 1 1032.17 R 13.601031.78 1 913 WB 13.601031.78 2 .200 Sfl 13.601031.78 2 1031.78 CD 1 4 0 .00 1.50 .00 .00 .00 .00 CD 2 2 0 .00 5.D0 3.17 .00 .00 2.00 Q 2.7 .0 OU .00 0 Z6y FG15P WATEE s`UkFACF FEOFILE - CHANNEL UHFINITION tI'sTING FAGE 1 File: U36!lU.NSP Stutly Date: 6- 8-92 Time: 11:30:11 CARD SECT CflN NO OF AV6 PIBk HEIGH; i fl6SE iL Zk INV Y~i) Y12) Y13) Y(4) YI~) Y16) Y~7) Y18) Y(9) Y~10) CODB NO ?'YPH PIERS IvIDTH UIkH6TfiR WIDfN DR4P CU 1 4 !.50 CD [ 2 4 .00 5.00 3.1i 2.00 R0515P WAPHR SURFACfi PROFIL6 -"tITI,fi CAkP LISTING HBAUING LINE NO 1 IS - TR9CT 23267-3 (Oi,P 4Aili RANCfl) HEA-ING 11Nfi ND 2 IS - ST6&N DRP.IN I,INE "A-i"; 61GU 9EP.DING LINE NU 3 IS - FI68: U3A1l0.WSF FU515P AATER SURFACS PRUFI;,B - ELEHfiNT' CAED LISTING ELBKENP NO 1 IS A SYSTEM OUTLET ~ + ~ U/S DATA STP.TION iNVEF.P SECT .OU 1031.69 1 EI,ANENT NO ? IS P. &EACH ~ r x U15 D6TA SPA?lON It~VHRT SECT N 13.BD 1031.7~ 1 .019 EI,ENENT HO 's IS A WP.LL EN'fERHCE t 0!S 9APA SPATION INVER'f S6CT FP 13.80 lU31.78 2 .200 ELEHENT NO 9 IS A SYST6N HBAUWURRS ~ UJs' DP.TA STATION INVERT S6CP '3.0010~..iB % t FhGE NO 1 PAGE BO 2 W S ELSV 1032.17 RADIUS ANGLB ANG PT tlAN N .00 OC .00 U W S ELEV 1Q31.76 ZGS #~ WAkNIRG 6U. 2 a~ - RS?€N SUkgACE E1E'v~mION GIVEN IS IESS PFAk Dk EGUAIS IN~~ERT ELHVpTI~h iN HD4EDS, W.S.BLEV = INV + DC F0515Y CD Vers i.2 P6Gd 1 WSTBB SUR~ACH PROFIL~ LISTING file: U3A110.ASP Stuay Date: 6- 8- 92 Ti me: 11:3U ::1 TP,ACT 23207-3 ~OLD VAIL A,ANCY) s'~ORH DRAIN L;AB "A-1"; fl10U PI6H: U3A110. RSP STATION INV6RT U€P;A W.S. Q VBL VEI, SN~RGY Sf1PER CRITICAL HGf/ E6fiE! 2t NO A~BP6 SbFV OF PLOA ELEV H&AU GRD.EI,. 6LEV DfiPPH DIA ID N0. PIfi6 I,/ELEH SO SF AVE HF NOEH D&PYH Z6 s:xrtsx~tr~t~ttx:~: szsttxsx:xxrzx:trxsx#t-xrr~tx ~tz:~t~xz#srsxxx xrxxtsx:::zrzzx:~x zsxztxtr~ rxucsuxsxz:srsz ~:xtrxxxucxrr:s:su::t 0.00 1031.54 .981 1032.021 2.7 5.5i .473 1032.494 .00 623 1.50 .00 .00 0 .0 1.85 .01765 013061 .02 .450 00 1.B5 1031.57 .4B6 1032.05P 2.7 5.94 .960 1032.519 .00 .fi23 1.50 .00 .00 0 .0 d.40 .01765 . 012004 .05 450 .00 6.25 1031.65 .503 1032.153 2.7 5.19 .418 103`L.512 .00 .623 l.50 .00 .00 0 .0 2.81 .01765 . 010511 .U3 .950 .00 9.U6 1031.70 .521 1032.221 2.9 9.95 .380 1032.601 .OD 623 1.50 .00 .00 0 .0 1.96 .01165 .009215 .0[ .450 _00 11.02 1031.73 539 1032.274 2.7 4.7`l .398 1032.619 .04 .623 1.50 .00 .00 0 .U 1.19 .01765 .0080'r9 .01 .550 .00 12.21 1031.76 559 1032.31~ 2.7 4.50 .314 iD32.629 .00 .fi23 1.50 .00 .00 0 .0 .81 .01765 .001QBU .U1 .95U .04 !3.U5 1U51.?9 .679 iU?`t.v9° 2.7 4.`l9 .25f 1Q3?.E35 u0 .623 1.50 .00 .00 0 .U .43 .41765 .006`L1Y C.06 .450 .UU 13.46 iU31.7B .500 1032.378 2.7 4.09 .264 1932.E37 .UO .623 1.50 .UO .00 0 .0 .14 .01765 .005453 O.UO .45U 00 13.60 1031.78 .6?3 1032.403 2.9 3.89 .235 1032.638 .OU .623 1.5f~ 00 .00 0 0 WALL BNT F.P.NCE .00 13.60 1031.78 .936 1032.716 2.7 1.00 .015 1032.132 .60 .366 5.00 3.17 .00 U .U 2G6 ?'1 TkACT 23267-3 IUtD t~AIL RANCH) T2 SfOk~1 URAIN I,INE "A-2"; Q100 T3 FILe: U3A210.R'sP SO .001032.02 1 1U32.16 9 28.041033.9~ 1 .U13 .00 00 0 W6 28.641033.90 2 .200 S8 28.041033.90 2 1033.96 CD 1 4 0 AU 1.50 .40 .00 .00 .00 CD 2 2 U .uU S.UU 3.17 .00 .00 2.00 Q fi.5 .0 Z ~~ F0515F ~ A6TER SUP,FF.CE PROFIL& - CHANNEL DE~INITION 6ISfING PACE ? Piie: U3A:l0.ASP Study Date: 6- 8-92 Tia~e: i1:S0:33 C9PL SEC2 CHN NO OF nPE YiER HBIGNT 1 9~SE 7,L Zk INV YI11 Y(21 Y(3) Y(4) l'(5) Y16) Y(71 Y(8) Yi9} Y(10) CODH NO TYPE PIEYS WIDPri UTAdHTBF. WiDTH DEOP CD i 4 1.50 CD 2 ? 0 .00 5.00 3.17 2.0~ F0515P W6TEk SURFACE PROFILB - TI.T1F CARD LISTING HEADING 1INE NO 1 IS - fEACP 23269-3 IOLD PAiL BANCH) HEADING I,INS NU 2 IS - STORN GEA1N LINE "A-2"; Q100 H~AUING I,INE NG 3 IS - FI6E: U3Ail0.WSP F0515P WAY'ER SOkFP.CS PROFILE - SLEI!ENT C9RD LISTING ELSMENT NO 1 IS A SYSTfiH OUTbET # ~ x UJS DATA STATION INVEfiT SECf .00 1032.02 1 EI,EHENT NO 2.S A FERCH + + ~ U/S UP.TA ST6TION INVEET SECP N 2B.U4 1033.90 1 .013 SLEHENT NO 3 1S A NAI,b 6NTR~NCB ~ U!S UATP. STATION INUEP,T S&CT FP `L8.04 1033.90 2 .200 ELEdSNP NU 9 IS A SYSTEH HEADWUkES # U/S DAPA STATIUN INVBRT SECT 28.09 1033.90 ? t YAGB NO 1 PP.GE NO 2 W S BLRV 1032.1fi RADIUS ANGLE AN6 PY HAN H .00 .00 .00 0 fi S EbEY 1033.9D ZGB ;i WkhNING NU. ?~# - N~TE6 S~JEFAC6 BL~V6?IUN GIVBN IS LESS THAN OA ~OUALS ikcEF.~ dL~VATION IN HUWED3. R.S.ELEV = INV + DC P0515Y tiG Vers 2 .2 YAGE 1 WATSR SUkFACB PRUF ILfi bISTING File: U3A?IO.W SY Studp Date: 6- 8-92 Ti ee: ?1:90: 33 TF~CT 23267- 3 (U1D VAI6 RANCH) 5i0kN DRP.IN I,1NE "P.-2"; Q100 FI1E: U3A210 .WSP SPAT ION !NVERT DBPPH W.S. Q VEL V8L EN 6RGY SUPfiR CRITICAI, HGT/ BP.SE; ZL NO APBPR &LHV OF FLUW ELBV HEAD GRD .%L. ELEY DEPTH DIA ID N0. P18B L/ELEN 50 SF AVfi HF NORH DEPTH ZH t:tts :ttt ~rsttr#st~ s~tr#~zttsttst:rrt tr~zrxrrt#tststrtt tttx#rrr: xtt~r t~txt~rctczrt #rxrtrrxrr~zc~x~ctrxxxxxrzxs;tt::t tx:: txttx: t~tr~ O .UD 1032.62 .552 1032.572 6.5 11.02 1.857 1034 .959 .00 986 1.50 00 .UO 0 0 3 .24 .06705 .094709 .15 .500 .06 3 .24 103?.i4 560 1432.798 6.5 10.86 1.811 ~934 .608 .DU .98fi 1.5D .00 AO 0 .0 5 .50 .U6T05 .040962 .22 .500 .00 8 .75 1032.6! .566 1033.18T 6.5 10.30 1.696 ?034 .833 .UO .986 1.50 .00 .00 0 .0 4 .11 .06705 .635757 .15 500 .00 12 .86 1032.88 .601 1033.983 6.5 5.82 1.499 1034 .980 .GO .986 1.50 .00 .00 0 .0 3 .20 .06'05 .031's65 .10 .500 .00 16 .06 1033.10 .fi23 1033.719 6.5 9.36 1.360 1U35 .480 OC .986 1.50 00 .00 0 .0 2 .55 .06705 .D21561 .07 .500 .00 18 .61 !033.27 646 1033.913 6.5 8.92 1.237 iD35 .150 GG .986 1.50 .00 .00 0 .0 2 .(~6 .G6745 .024`ll6 .D5 .50C .60 2D .61 1033.41 .69G 1034.076 6.5 8.51 1.124 1U35 .?00 .UO .986 1.50 .OU .00 0 .0 1 .69 .U67G5 021286 04 SDO 00 22 .36 1033.52 .695 1034.214 6.5 B.11 1.U22 1035 .236 .UO .986 1.5G .00 .00 0 .0 1 .38 .06705 .018119 .03 .500 .OU 23 .7-0 1033.61 .721 1G34.`s53 6.5 7.74 .929 1G35 .282 .00 .986 1.50 .OG .OG 0 0 1 .14 .067U5 .016469 .02 .5UU .00 24. 68 1033.09 .7d8 1039.536 6.5 7.38 .845 1035 .281 .UG 986 1.50 .OU .UO 0 .0 . 91 667U5 .41450i .91 .SDU .40 [5. 79 1033.75 777 1034.5`l6 6.5 7.03 .768 1035 .294 .DO 986 1.5G 00 .00 0 A . 73 .06765 .U1?783 .O1 .500 A~ ZC9 F0515F CD ters :.. 2 FA.G6 2 GATE& SURFACfi P~OFiGE LiSTiNG File: U3A210.WSP 5tudy Uate: 6- 8-9`l Tiae: 11:40: 33 TP,ACT ?3?67- 8 iOLD VA?L RGNCNI STGEN DEP.I~ LINH "A-2": 6100 ~ILB: D3S210 .RSP STATION INGBF.P UEP'fH F'.s. G VEL VEb ENERGY SUPSR CRITICA6 HGT/ BASH/ ZL NL' ALBFk HLBt' OF FLOW ELfiB NEAD GRD.EI,. EI,EV U&PTH DIA ID NU. PIEE L/EIfiM SO SF AVE HF NORN D6PTH 2@ YtY#33tt# kt#Y~k#t## tktfftl#~fiifi;t#Yi tiY'liiit;t#fii;Yfiti tYti2tt it;IfitiY;%fitttitkkfitkittJ##Y#SIfJJIitJSt#itY;itYf# iYfit llttt t3tY3 26.52 1U33.80 .807 1039.605 6.5 fi.?1 .698 1035.303 .QO .986 1.50 .00 AU U .0 .58 .06705 . 911271 .G1 .500 .OU 27.16 1033.84 .638 1034.E%5 6.5 fi.39 .635 1035.31D .00 .986 1.5Q 00 .L~O 0 .0 .42 .06'05 . 009952 U.00 .500 .00 27.52 1033.89 .872 !034.737 6.5 6.10 .577 1035.314 .00 .986 1.50 .40 .00 0 .0 .3D .06705 . 008690 O.OU .540 .00 27.82 1033.89 .907 1039.192 6.5 5.81 .525 1035.317 .00 .986 1.50 .GO .00 0 .0 .16 .06705 . 007792 4.00 .500 .CC 27.9B 1033.90 .945 1054.89; 6.5 5.54 .d97 1035.318 .09 .986 1.50 .00 .00 0 .0 .O6 .0fi705 . 6069U3 0.00 .500 .00 28.04 1033.90 .986 1034.886 6.5 5.28 .432 1035.318 .00 .986 1.50 .00 .00 0 .0 k~~l; ~~T khH,L'E 00 28.04 1033.90 1.597 1U3:.457. 6.5 1.35 .028 1035.5%6 .00 .591 5.00 3.17 .OU 0 .0 ~70 T1 TRACT 23267-3 IOLD V6IL RANCH) T2 STORN DRAIN LIN6 "A-4": Q100 T3 FIL6: U3A~.NSF SO .001032.42 1 103fi,12 R 4,001032.85 1 .014 R 12.Ii1038,71 1 .013 NE 12.171D13,71 2 ,200 SH 12.17103~,71 2 1037,7( CD 1 4 D ,DO 1.40 .00 ,00 ,00 .00 CD 2 2 0 ,DO 5.00 5,17 ,DO .00 2,00 g 6.6 ,0 oa .oo 27/ FOS15P NEP6R SURFACB PROFILB - CAANNBL D&FINITION GISTING P6G% 1 F:le: U3A4.YSP Studs Gate: 6- B-9i fine: 13:34:1~ CARD SBCT CAN NO OF AV6 PI6R HEICN4 1 BASE ZL ZR IAV Y111 Y121 Y~31 ~I~~ y(5) p161 Y(il Y1.81 -19I PI101 CODB NO TPPE PI6RS NIDTH DIdNETBR NIDTN DROP CD l 4 1.50 CD 2 2 6 ,00 5.00 3.17 2,00 FOSISP YAT6R SURRACB PROFILE - PISLB CARD LISTING ABADINC LINB AO 1 IS - TRACf 23267-~ fOLD VAIL RANCO~ ASADIHC LINB NO 2 IS - STDRB DftAIN LIN6 "A-9°; q100 ABADING LIH6 NO 3 IS - FILB: U3A4.YSP FDS ISP WAT6R SURFACB PROFILB - EL6NEN4 CARD 1ISPING E18NENT AO 1 IS A SPST6N OUTLBT ~ k = U/S DATA STdSION INVSRf S6CT .00 1032.42 l SL6dENf NO 2 IS A RHACH « s x UIS DATA STATIDH INV6Rf S6Cr N 4.00 1D32.B5 1 ,01~ 6L6tlENT NO 3 IS A &6ACH x # ~ U/S DATA STATION INVEftT S6CT N 12,17 1C33.11 ] ,013 6L6B6NT NO 4 IS A WAL1 ENTRANC6 k UIS DATA SrATION INdERT 56CT FP 12.17 103J,71 2 ,200 BLBHBNT NO 4 IS A SPST6N NEADWORES ~ U/S ~ATA STATION INVBRT SSCT 12.17 ]03a,71 2 f PAG6 NO 1 PACS AO 2 Y S B68V 103fi.12 RADIUS ANGLB ANC PT NAN B ,00 .00 ,00 0 RADIUS ANG16 ANG P7 NAN A ,00 .00 .00 0 Y S E16V 1033.71 Z~Z ~< NARNING N0, 2 k# - WATSR SURFAC6 66EVA4ION GIVBN IS LESS TNAN 0& EQUALS INVERT ELBVATION IA ADNHDS, M,S.BL6V = INV + DC FOS15P CD Vers 2.2 PAG6 I MAfBR SURFAC6 PRDFII6 LISTING File: U3A4.WSP Stud,v Date; 6- 8-92 fine: 13,34:41 PRACf 23267-3 IOLD VAIL ftANC91 SPORN DRAIN LINB "A-4": AlUO FIL6: U3A4,ASP STAPION INYERf DEPSN A,S, Q VBL Y6L 6N6RCY SUPBR CRITICAL BCrI BA56/ ZL NO AVBPR BL6V OF FLON 6L6V N6dG GRD.BL, 6LBV DSPPA DId ID N0, PI6& L16L6tl SO SF AVS AF NO&N DEP7H ZA kikiFiStFft#kii#kiiikiii#ii#tii#tiixkktlkit#ti;ittitkiiikt##t3S%kiiYkiitkt~l#i~#kiAkkii#tiitkiikFtt##tiFkiiik3~FiiitFiitititkit#iiY .00 1032.42 3,7D0 103fi.120 6.6 J,73 .217 1036,337 ,00 .994 1,50 ,00 ,00 0 .0 1.00 .10751 ,009578 .02 ,460 ,00 4.00 1032,85 3,288 lOJ6.1J8 fi,6 J.73 .217 1036,555 .00 .994 1.50 .00 .00 0 .D 8,17 .10526 ,003948 ,03 .950 ,00 12,17 1033.71 2,d61 ID36,171 6,6 7.73 ,217 (036,989 ,90 .994 1,50 .DO ,00 0 .D MALL BNTRANCB .00 12,17 1033,71 2,877 1D36.587 6.6 .75 ,009 l036,S95 ,00 .69fi i.00 3.19 .00 0 ,0 2 ~3 T1 TRdCT 23267-3 16GD VAIL RANCHI T2 STORN DRAIN LINE °A-J"; P100 T9 FI16: U3A3,NSP SD .001032,22 1 1036.12 R 1.941D32.33 1 ,O1S R 26.i11033.it 1 .OIJ ,00 ,00 AB 26.1110~J.71 ? .200 SH 26.111033.7t 2 103~.71 CD 1 ~ 0 .00 1,50 ,00 ,00 ,00 .00 CD 2 2 0 ,DO 4,U0 1.17 .DO ,00 2,00 Q 6,S ,0 z~v F0515P 4ATBR SURFACB PRORILB - CHANNEL DEFINISION LISTING PAGB 1 File: U3AJ.WSP Stud,a Date: 6- 8-92 Tine: 1~:15: :~ CARD SBCT CAN NO OF dV6 PIBft H6IGHP I BASE Z1 ZR INV YI1~ Y12~ Yf31 Pf~) Y(4I ~'~61 Y(7~ PIBj 9(91 Y110~ CODE NO T9PE PIEP.S NIDTH DiAMBTBR NIDTB DROP CD 1 1 1.SU CD 2 2 0 .00 5.00 3.17 2,00 FOS16P NATBA SURFACB PROFIL6 - PITLE CARD LISTINC AEADING 6IN6 NO 1 IS - TRACT 2~267-3 (OLD VAIL RANC91 flBADINC LINB NO 2 IS - ST6RN DkdIN LINE "A-~"; Q1D0 BBADINC 1INE NO 3 IS - EIL6: U3A3,NSP F04 15P NATBR SURFAGB PROFIL6 - ELBNBN? CARD LIS4ING 6L6NENT NO ] IS A SYST6N DUTLBt ~ k ~ U/S DATA STASION IAY6RT SBC7 ,0~ ]032.22 1 RLBNBNT NO 2 IS A RBACA + ~ x U/S DA1A StATION INVERT SBCS N 1,9~ 1032.33 1 ,01~ B66tlENT NO 3 IS A R6ACA x i k U~S DATA StATION INVERT SBCT N 26,11 1D33.91 I ,013 BLBtlBNT NO 9 IS d NALL ENTRANCB ~ U/S DAPA STAPIOA INVERT SBCP RP 2F.11 1~33.71 2 .200 666HBNT NO 5 IS A SFST6B HEADNORBS ; U!S DAPA STATION INYBRT SECT 26.11 1033,71 2 s PAG6 AO ] PAC6 NO 2 R S 616V 1036,12 &ADIUS AN616 ANC PP HAN H ,oa .oa .ao 0 RADIUS ANGL6 ANC P't tlAN H .DO ,00 ,00 0 i! S 6LBU 1C33,41 27~ 3~ GARNI~JG NU. Z~~ - YATER SUFFP.CE ELEVAT.ION GIVBN IF L65~ PAAN 0~ BOliALS INVERT EL6VhP?ON IN HDYEUF, @.S.BGEY = INV + pC F0616P CD Vets 2.2 PAGE 1 NATEP, SURFACd FkDFILB LISTIAG File: U3AJ.ASP Stady Gate: 6- 8-92 Pioe: 1:{:;6: a TRACi 23267-3 IOLD B6IL ~ANCHI STORN DP.dIN LINE "k-3"; AiUO FILB: U3A3.NSP STATION INVBRT DBPTA G.S. Q VEL VB1 BNERGY SUPBR CR[TICAL 9GT/ BASB( ZL NO AVBPB EGEV OF FLON EL6V HEAD GRD,6L, ELBV D6PTB DIh ID N0, PIBR L/6L6N SO SF AYB AF NDktl DBPYN ZA ti3#kx#tit#tttiSki3tRtitYiiiitii!##3#iikitit#tt#iii#ki##kittki~kk3~tiitttiittttkkttiit3#ititfiiiRiitkiitttikitikkt#tktiikiiiki#3tti .00 1032,22 3.90D IDJ6.120 6.3 ~.57 ,197 1036.317 .00 .970 t.50 .00 ,00 0 .0 1,94 .OSfi69 ,001112 ,O1 ,530 ,00 1.9-0 ]032,33 3,798 ID36,126 6.3 3.57 .197 1036.325 ,00 .970 1,5D .06 .00 0 .D 21.17 .05710 .003597 .09 .510 ,00 26.11 1033,71 2,505 1036.215 6.3 3.57 ,197 1036,112 ,00 ,970 1,50 .00 ,00 0 .0 WALL BNTRANCE ~00 26.11 1033,71 2.885 10~6,595 6.3 ,71 .D08 1036,603 .DO ,580 5.00 7.17 .00 0 .0 Z7~ TI TRACY 23267-3 106D VAIL RANCHI T2 SPOR~ DRAIN LINE "A-S°; Q10D 43 FILB: U3A5,WSP SO .001032.36 1 R 51.121U34.85 1 .013 R 52,121031.90 1 .024 AE 52.1210d4,90 3 .200 SH 52.121034.90 3 CD 1 S 0 ,00 1.50 . CD 2 4 0 .~0 J,00 . g 1.2 .0 1036.70 1~31.90 DO ,00 .0~ .00 DO .00 .00 ,00 ,00 ,00 ,00 .00 277 ..................................................... ZB•........ ............. F0515P NAPBR SURRAC6 PBOFILH - CBANNEL D6FINIiION 1ISPINC PAGS 1 Rile: U3A5.WSP Study Date; 6- 8-92 Pioe: 13:~7:1i CARD SBCT CAN ND OF AVB PIBR NEIGHP 1 BhS6 ZL ZR INV Y(1~ Y121 -131 Y14) Y(bl p161 ~(~I Y18~ Y(9~ PI10) '- COD6 NO TYP E FI BP,S NIDTH DIANETBR WIDTH DftOP , CD 1 1 1,50 CD 2 4 3,00 ' F 0 S] 5 P PACB NO I WATBR SURFAC6 PROFILE - TITLE CARD L[STING BBADING LINB NO I IS - , TRAC9 23267-3 (OLU VAIL 4ANC81 HBADING lIN6 NO 2 IS - STDRN ~AAIN LIN6 "A-5"; Q100 ' BEdDINC LINB NO 3 IS - FILB: U3A5 WSP , F 0 6 1 6 P PACB NO 2 ' NAT6fl SURFACB PROFIL6 - 6L6N6NT CAR D LI54INC 66BNBAT NO 1 IS A S9STBN OUTLBT ~ r a U/S DATh STATION INVBRt SBCT Y S 61BV ' ,00 ]032.38 1 1036,1~ BL6N6NT NO 2 IS A 88ACfl x ~ k U1S DATA SfATION INVEAT SBCT N RADIUS ANCLB ANG P7 MAN A 51,12 ID34,B5 1 ,013 ,00 ,00 .00 0 , 6LBdBNT NO 3 IS A FBdCH x ; # ll15 DdTA SfATION INVERT 58CT N RADIUS ANGLB ANC PT NAN A 52.12 103~,90 1 ,02~ .00 ,00 ,00 0 RL6N6NT NO 4 IS A WAL1 ENTRANC6 k U/S DATA SPATION INVBRT SBCT RP 52.12 1~34,90 3 .200 ' 6LBHBNT NO 6 IS d SV'ST6N H6ADNORES ~ _ U/S DATA STATION INYBRf 56C7 V S EL6V 52,12 1034,90 3 10~4,90 ' ' , , , ' ' ' ~ 7~ ## NARNING N0, 2 R# - WpTgR SURPACE HLEt'6TION GIV6N IS G65S TBAN OR 6pDALS INVERT BLBYATION IN HDY[DS, M.5.6GBY = INV + DC FD51SP CD Vers 2,2 oACB 1 YprER SDRFAC9 PflOFIL6 LISTING File: U3A5.ASP Study Date: 6- 8-92 Pine: 13:4T:17 rRACT 23267-3 IOLD VAIL RANCH~ STORN DRAIN LINE "A-5"; Q100 FI16: U3AS,NSP STATION IAYBRT DEPTB G,S. g V61 V8L BNBRG- SUP6R CRITICAL acri BASB/ ZL NO dVBPR BLBd OF FLON 6LSV N6AD CRD,6L, SLBL~ DBPTN DI~ ID N0, PI6& L/6L6N SO SF AVB HF NORtl D6PTN ZR t~t#k~Sifkitti#tki3k#3#fttttki#tti#Y#iik#tik#it#kiiiti~ikiiik3t#ki#ttiitki~kkiiYki%Fiiiikiitki#tkt#it4tt#ii#ki~tY#i#iJiiii33iittifi ,00 1032,J8 4,320 1DJ6.700 ],2 .68 .001 1036.707 .DO .~10 ],50 ,OU .00 0 .0 51,12 .04832 ,000181 ,01 ,230 ,00 51.12 103~.95 1.857 1036.707 1.2 ,68 .001 1036.719 ,00 .11D 1.50 .OD .00 0 .D 1,00 ,06005 ,00~415 0.00 .310 ,00 AALL ENTRANC6 .00 52.12 ]03~,90 1.807 1036,707 1,2 .68 .007 1036.711 ,00 ,41D 1.50 .00 .00 D .0 2 ~ ~' ' ' ' ' ' , , , DELETED PAGES ~ ~ ~ ~ ~ ~ ~~~ ~ 2e~ ze~ Z8~ NYDRALJL I CS r G7100 STC7RM FREL7UENCY S T O R M D R A S N L I NE " D" 5.2 s~ TI ~RACT' ?3~Ef-3 E •'l IvL~ ~'AIL RANCYI T2 SPORB DkAIA LiF~E "D' : ui00 T3 fILE: U"1DIi10.YSP SO 496.161026,U0 1 ]030.91 k lOl6,fi81026.!0 I .P!S ,00 .PG (~ R 1D61,Bii0'_6,33 1 ,013 ,DO .OU R ll95,03~0?6,°9 1 .O]`s ,00 .00 R 12a4.ifl1029,1~ 1 ,O17 49.96 ,OU R 12ti3.271P27.2~ 1 .013 ,00 .00 R 1121,'r41U28.12 1 .013 33,12 .00 R 1443,57102fl.ES 1 .013 ,00 ,00 JX 1451.571028.8D 6 2 2.01~ 12.J 7.81029,801029.80 45,00 62.86 P. 1537,751029.59 6 .013 ,00 ,00 JX 1539.751029.61 6 2 .01~ 8.9 1030,6D 90,00 R 1652,161C30.65 6 .013 ,00 ,00 JX 165fi,16]031.15 3 2 .013 11,1 IOSl,15 90.D0 R 1781,OBIDS8.39 3 .~13 ,00 ,00 JX 1785.7U GS9.71 3 .61J R 18fl3.311~60.29 3 .O18 .DO .00 J% 1883,351DE0.30 3 2 .013 11.1 1061.01 45.00 R 1892.561060,35 3 ,0t3 .00 ,00 J% 1899.411061,39 S ~ .013 17,2 ]061.39 45,00 R 1901,301D61.64 5 ,013 .00 .00 R 1913.08106a.20 5 ,013 30,00 .00 R 1913.501063.26 5 ,O15 .00 .00 7% 1918,661Ufi4.44 2 2 ,013 12,2 1064,44 6D,00 ,00 R 1932.461065.00 2 .OIJ .DO .OU NE 1932,461U65.00 7 .200 SA 19J2.~f106S.00 7 lO6S,00 CD 1 4 0 ,00 9.00 .OQ ,00 .00 .00 CD 2 4 0 .00 1.50 ,00 ,DO ,00 ,00 CD 3 4 0 .00 3,D0 .00 .QO .00 ,00 CD 4 4 0 .00 2.D0 .GU .DO .DO ,OU CD 5 4 0 ,00 2,50 .DO .00 .00 .00 CD 6 4 0 ,DO 3,50 ,00 ,00 .DO .00 CD 7 2 0 ,o0 7,59 3,17 ,00 ,00 2.00 a ?.o .o ~~y i~ I' _. I ' I ' I , I , I ' I , I , I , I , I ' I ' I ' ~ I ' ' I ' ' F0515P NATER SURFACE PAOFILE - CHANNEL DEfINITION LISTING ?.4GE 1 Fiie: U3D100.MSP Study Date: 5-26-92 Time: 13:13: 7 CARD SECi CHN NO OF AVE PIER HEIGHT 1 BASE 2l 1R INV Y~il Y~21 Y13) YI{) Y(5) Y(6) Y~1) Y~81 Y19) Y1101 CODE NO TYPE PIERS MIDTH DI~METER MIOTH DROP CD 1 4 4.00 CD 2 4 1.50 CD 3 4 3,00 CD 4 4 2.00 CD 5 4 2,50 CD 6 4 3.50 CD 1 2 0 ,00 T.59 3.17 2.00 FOSISP MATER SURFACE PflOFILE - TITLE CARD LISIING PAGE NO 1 HEADING LINE NO 1 IS - iRACi 23261-3 6-2 (0~0 VAIL RANCH) HEADING LINE NO 2 IS - STORN DRRIN LINE 'D' ; 0100 HEADING LINE NO 3 IS - FILE: U3D100.MSP FOS15 P MATER SURFACE PROFILE - ELENENT CARD LIST ING ELEMENT NO 1 IS A SYSTEM OIITLET t z z UIS DATA STATION INVEHT SECT 996,16 1026.00 1 ELENENT NO 2 IS h REACH y x x WS DATA STATION INVERT SECT N 1016.68 1026.10 I .014 ELEMENT NO 3 IS A REACH z z z U/S DATA STATION INVERT SECT N 1061,87 1026,33 1 ,013 ELENENT NO 4 IS A RERCH x x z U/S DATA STATION INVERT SECT N 1195.03 1026.99 1 ,013 ELENENT NO 5 IS A REACH t x x U/S DATA STAiION INVERT SECT N 1234.28 1021.19 1 .013 ELENENT NO 6 IS A PEACH z r x UIS DATA STATION INUERT SECT N 1243.27 1027,24 1 .013 ELEMENT NO 7 IS A REACH r x x WS DATA STATION INVERT SECT N 1421.14 1028,12 1 ,013 ELEMENT NO 8 IS A AEACN r x x U/S DATA STATION INVERT SECT N 1443,57 1028.23 1 .013 ELEMENT NO 9]S A JUNCTION x ~ > t UJS DATA STATION INVEPT SECT LpT-i UT-2 N 1451.5T 1028.80 6 2 2 ,013 ELEMENT NO 10 IS A REACH i z y U~S DATA STATION INVERT SECT N 1537.75 1029.59 6 ,013 ELENENT NO it IS A JUNCTION = t x x U/S DATq STATION INVeRi SECT LAT-i LAT-2 N 1539.75 1029.61 6 2 0 .013 F0515 P PAGE NO 2 M S EIEV 1030,91 RADIUS ANGLE ~NG PT NAN H ,oo ,oo .oo 0 RADIUS ANGLE ANG PT NAN H .00 ,00 .00 0 RADIUS ANGLE ANG PT MAH H ,oo ,oo .oo 0 RADIUS ANGLE ANG PT HAN H ,00 49.96 .00 0 RADIUS ~NGLE ANG PT NAN H .00 ,00 .00 0 RADIUS ANGLE qNG PT HRN H .00 33.42 .00 0 RADIVS ANG~E ANG PT kAN H .00 .~0 ,00 0 x t x C3 a4 INVERT-3 INVERT-4 PHI 3 PHI 4 12,3 7,8 1029,80 1029,80 45,00 62.B6 RADIIIS ANG~E ANG PT NAN H .00 .00 .00 0 : z : A3 04 INYEkT-3 INVEAT-4 PHI 3 PHI 4 B.9 .0 1030.60 .0~ 9D.00 .OD PAGE NO 3 Z8S . kATER SUBFRCE PROFILE - EIENENT CARD 1I5T1NG ELEMEN? NO 12 IS A qEACN R x x I U/S DhTA STAilON INVERT SECT N I' 16S2.tE 1030,65 6 ,013 ELEAENT NO 13 IS A JUNCTION x ~ : x I ~/S DATA ST.4TION INVERT SECT LpT-i LAT-2 N ' 1656,16 1031.15 3 2 0 ,013 ELEMENT NO 14 IS A REACH x z x U/S DATA SiAiION INVERT SECT N 1181.08 1058.34 3 .013 ' ELENENT NO 15 IS A JUNCTION z x x t U/S DATA STATION INYERT SECT LqT-1 LAT-2 N t ELEAENT NO 16 IS A REACH 1785.14 x 1059.71 z 3 ~ x 0 ,013 WS DATA STRTION INVERT SECT N tFE3,?i 1060.29 3 ,013 ' ELEHENT NO 17 ?S A JIINCTION x x x x U!S DATA SiATION INVERT SECT LAT-i LAT-2 N 188:.33 1060.30 3 2 0 .013 ELENENT ND 18 IS A REdCH a z x , U/S DATA STRiION INVERT SECT N 1892,50 1060,35 3 .013 ' EIEMENT NO 19 IS A JUNCTION UIS DATA x SiATION ~ INVERT x ~ SECT LAT-t LAi-2 N 12°9.d1 1061.39 S d 0 .013 ELEMENT NO 20 IS A AEACH = x s ' U/S DhTA STATION INVERT SECT N iB01.30 1061.64 6 .013 F0515 P ' kATER SUPFACE PROFIIE - ELEMENT CARD t]STING ELEMENT NO 21 IS A PEACH x } _ ' U/S DATA STRTION 1°i?,08 INVERT 1063.20 SECT 5 N ,013 ELEMENT NO 22 IS A REACH x z x Ur5 DATA STkTION INVERT SECT N , 191?.50 1063.26 5 .013 EIEHENT NO 23 1S A JUNCTION x : : t Il/S UATA STATIOH INVERT SECT LkT-1 LAT-2 N 19iF.66 1064.44 2 2 0 ,013 ' ELEBENT NO 2d IS ~ REACH t z : U/S DkTA SiRT10N INVERT SECT N ' ELEMENT NO 25 IS A MALL ENTR 1532.46 ANCE tO6S,00 2 x .013 U/S DATA STATION INVERT SECT FP 1532.46 1065.00 1 .200 ' ELEMENT NO 26 IS A SYSTEN HEA DNOP,KS Y U/S DATA SiFTION INVERT SECT 1932.46 1065.00 1 ' ' 1 RADIUS RNGLE pNG PT M.4N H ,00 .00 .00 0 t : t 93 Q4 INViRT-3 INViRT-4 PNI 3 ?HI 4 11.4 .0 1031.15 .00 9D.00 .0~ RRDIUS ANGIE AN6 PT MdN H .oo .oo ,oo 0 i r s 03 G4 INVERT-3 INVERT-4 PHI 3 PHI 4 .0 .0 ,00 .00 .00 .00 RAGIUS 6NGLE RNG PT HAN H ,00 ,00 .DO 0 t t z A3 04 INVEAT-3 INVERT-4 PHI 3 PHI 4 11,1 ,0 1061,04 .00 45,00 .00 R6~IUS ANGLE ANG PT M6N H .oo ,oo ,oo 0 t i i 93 Q4 INYEAT-3 INVEflT-4 PHI 3 PNI 4 17.2 ,0 1061.39 .00 45.00 .00 RADIUS ANGLE ANG PT HAN H .00 , 00 .00 0 PAGE NO 4 RADIIS ANGLE ANG PT MAN H .00 30.00 .00 0 RADIUS ANGLE I,NG PT MAN H ,oo ,oo .oo 0 t x x a3 Q4 iNVERT-3 INYERT-4 PNI 3 PHI 4 12.2 .0 1064.44 .00 60,00 ,00 AROIUS dN6LE ANG PT NdN N ,oo .oo .oo 0 k N S ELEV t065,00 Z 86 fDS15P CD Uers 2.2 PAGE 1 M~TER SURFACE PflOFILE 1I5i1NG Fi le: U3Dt0~.MSP Study Date: 5-26-92 Ti me: 13:13 : 7 TRACT 23267-3 6 -2 (OL D VAI~ RANCH) STORM DRAIN LINE 'D" ; p100 FILE: U3Di00,MSP SiATION INVERT DEPTH M.S. 0 VEL VE~ ENEflGY SUPER CRITICaI HGT/ BASEI 1L NO AVBPfl ELEV OF FION ELEV HEAD GRD,EL ELEY D'ePTH DIA ID N0, PIER L/ELEM 50 SF AVE HF NORM DEPTN 1R filikklii% XYkTiJ%iJi ltii%ttYktiJ%%iikkit%% Flklik kkJYY%itllSitkkYk %iikiJYYlYYYkiYYYf Yttiikkii YkYikYii%CYtkiiikYiliYitF YtYi Y#Ykkt t%%Yt 996,16 1026.00 4.910 1030.910 89.9 7.iS .795 f031.105 .0~ 2,815 4.D0 ,00 ,00 0 .0 20,52 .00487 .004543 ,09 3.16U ,00 1016,68 1026,10 4.903 1031,003 89.9 1.15 .795 1031 J98 .60 2,815 4,00 .DO .00 0 ,0 45,19 .00509 .003911 .18 2.904 .00 1061.87 1026.33 4.850 1031,180 89.9 1.15 .195 t031.915 .00 2.815 4.00 .00 ,00 0 .0 133.16 .00496 ,003911 ,52 2,936 .00 1195,03 1026.99 d,712 1031,)02 89,9 ],15 .195 1032,496 ,00 2.875 4.00 ,00 ,00 0 ,0 39,25 .00509 ,003911 .15 2.903 ,00 1234,28 1021,19 1.184 1031.914 89,9 1.16 .195 1032.169 .00 2,815 4.00 ,00 ,00 0 ,0 8.99 .00551 .003917 .04 2.803 .00 1243.21 1021,24 4.769 1G32.009 89.9 i,15 .795 f032,80d .00 2,875 4.D0 ,00 .00 0 .0 1TB.4] ,00493 ,003917 .10 2,942 .00 1421.74 1D28,12 4.685 1032,805 89,9 1.15 .795 1033.599 ,00 2.8iS d.00 .00 ,00 0 .0 21.83 .OOSO4 ,003911 .09 2.916 ,00 1443.57 1028,23 4,660 iG32.890 89.9 1.iS .795 1033.685 ,00 2.815 4.00 .00 ,00 0 ,0 JUNCT STR .U1126 .004365 ,03 .00 1451.57 1028,80 4,295 1D33,095 69,8 7,25 .817 1033.912 ,00 2.618 3.50 .00 .00 0 .0 B6.iB .00911 .004813 ,41 2,208 .00 1631,15 1029,59 3,919 f033.S09 69.8 7.25 .81i I034.321 .00 2.6i8 3,50 .DO .00 0 .0 JUNCT STR .01001 .004239 ,U1 ,00 1539J5 1029,61 4.298 1033.908 60.9 6,33 ,622 1034.S3D ,00 2.446 3.50 ,00 .00 0 ,0 21,48 ,00925 .003664 .OB 2,013 .OU 2 FJ7 FD515P C[! Vers 2.2 - PAGE 2 MRT ER SUR~ACE FAOFILE lISTING Fi le: ~3D100. WSP Study Dzte: 5-26-92 1i me: 13:13: 7 TRR~T 23261-3 6 -2 IOLD YAIL RANCN) SiORM DRRIN LINE 'D" ; B10Q FI!E: U3D100.NSP STATION INVERT DEPTH h'.S. p VEl VEL ENERGY SUPeR CRITICAL HGi/ BASE( iL NO AYBPA ELEY, OF FLOW ELEV HEAD GPD.EL ELEV DEPTH DIA ID N0, PIER L/ELFM SO Sf pYE HF NORH DEPiN tR kiikk%i%%iiki#k%%%i %k%ikkiixki#kkYikixkkk i%Xk%ttti;fiiY ik%i%%kTit fiikiiikYixk%Ji%xY YI%ftkifiRi%}k%IY%kiiktiifFiii%FYkilYk iiftYi YtYfk 1561,23 1029,61 4.173 1033.982 60,9 6.33 ,622 1034.604 .00 2.446 3,50 ,DO .00 0 ,0 HYDRAULIC JUMP .00 1561,2's 1029.81 1.354 1031,163 60.9 11.11 4,812 1036.035 .00 2.4d6 3.50 .00 ,00 0 .0 3.05 .00925 .036659 ,11 2,013 .00 1564,21 1G29.84 1.349 1031.186 60.9 11.80 4.918 1036,104 .00 2,446 3.50 .00 .00 0 .0 14,72 ,00925 ,039411 ,SB 2.013 .00 I57B.99 1~29,5] 1,302 1031.215 60.9 I8.6T 5,410 1036.685 ,00 2,446 3.50 ,00 .00 0 ,0 13.87 .00925 ,045006 ,62 2,013 .00 IS92.87 1030.iD 1,251 1031.358 60.9 19,SB 5.951 f037.309 .~0 2.446 3,50 .00 .00 0 .0 13.12 .00925 ,OS1341 ,61 2,013 ,00 1605.98 1030,22 1.214 1C31.d31 60.9 20.53 6.546 1031.983 ,00 2.446 3.50 .DO .00 0 .0 12.42 .00925 .058516 .13 2.013 .00 i61B,40 1030.34 1.112 1031.510 60.9 21.53 1.200 1038.710 .00 2,446 3.50 .00 .00 0 .0 11.81 .00925 ,066646 .19 i.013 ,DO 1630.21 1030,45 1.132 f031,S19 60,9 22.58 1,920 f039.S00 .00 2,446 3.50 ,00 ,00 0 .0 1 L24 .00925 .076321 .86 2.013 .00 1641.45 1030.55 1,094 1031.645 60.9 23,69 B.i13 1040.358 ,00 2.446 3.50 .00 .00 0 .0 10,71 ,00925 ,087184 .93 2.U13 .00 1652,16 1030.65 1,OS1 1031.I07 60.9 24.Bd 9.584 1041.291 ,00 2.446 3,50 .DO .00 0 ,0 JUNCT STR .1250D ,143940 ,58 .00 1656.16 1031.15 .832 10?1.98i 49.5 30.96 Id,BBi 1046,863 .00 2.290 3.00 .00 .00 0 ,0 35.30 .21806 .183199 6,49 ,810 .00 288 F0515P CD Vers 2.2 PAGE 3 kAT EA SURFaCE PROFIIE lIS?IN6 Fi le: U3Dt00,W5P Study Date: 5-?6-92 ii me: 13:13 : 7 TAACT 23261-3 6 -2 IO LD YA1L RANCH) STORM DRAIN LINE 'D' ; Q100 F1LE: U3Dt00,NSP STATION INVERT DEPTH M,S, ~ VEL VEL ENERGY SUPER CRITICAL HGTI BASE/ 2L NO AVBPR ELEV OF FIOM EIEV HEAD GRD.EL. ELEV DEPiN DIA ID N0. PIEF L/ELEN SO SF AVE HF NORN DEPTH 2R YiYYtkYkY iYkk#tkkYY %YISiSiikkiYkkfJkkikkk iftki YkYYMkifikYYJkifli %i#Ytifikkt%kkikkii fkikikkfi %FIIYYIIkYYY%iJifi23kYltkYikk %itYii tikit 1691.46 1038.85 .BSB 1039.106 49.5 29.65 13.650 1053,356 .00 2,290 3.00 .00 .00 0 ,0 21,51 .21806 .161934 3.49 ,BIO .00 ti13.04 1043,55 .888 1044.d41 49,5 28.27 12.409 1056,B50 .00 2,290 3.00 ,00 .00 0 .0 14.38 .21806 .141760 2.04 .810 .00 1121.42 1046.69 .919 1047.6Q1 49.5 26.95 11,281 1058.888 .00 2,290 3.00 .00 .~0 0 .0 10.58 .21806 .I24110 1.31 .810 .00 1131,99 1048.99 .951 1069.945 49.5 2S,1U 10.255 I060.201 .00 2,290 3,00 .00 .00 0 .0 8.22 ,21806 ,108665 .89 .810 .00 1146,21 iG50,79 .964 1051.711 49.5 24.50 9,323 1061,094 ,00 2,290 3.~0 .DO ,00 0 ,0 6.61 ,21806 ,095180 ,63 .810 .00 Ii52.83 1052,23 1,019 1053.248 49.5 23,36 6.bi5 f061.123 .00 2,29D 3.0~ ,60 .00 0 .0 S.4S ,21806 .083d32 ,4S .810 ,00 1758.27 1053.42 t,OS6 1054.413 49.5 22,28 7.706 f062.t7B .~0 2,280 3.00 ,00 ,00 0 .0 d.5B .21806 ,073136 .33 ,810 ,00 1762,85 105d.42 1,093 1055.508 49.5 21.24 7.005 1062,513 .06 2.290 3.00 ,OU .00 0 .0 3,86 ,21806 .064125 ,2S .810 ,00 1166,13 1~55.26 1.133 1056.394 49.5 20.25 6.368 f062.761 .00 2,290 3.00 ,00 .00 0 ,0 3,33 .21806 .056245 .19 .810 .00 1110,06 1055.99 1.173 1057.160 49.5 19.31 5.789 1062,949 .00 2,290 3,00 .00 .00 0 .0 2.86 ,21806 ,049343 .14 .BIO ,00 1772,92 1056.61 1.216 1057,828 49,5 18,d~ 5,263 1063.090 .0~ 2.290 3,00 .00 .00 0 .Q 2,49 .218U6 ,043314 .11 .810 ,00 2 Sq F~515P CD 1'ers 2,2 PAGE 4 NATER SURFACE PnOfIL'e IISTING Fi le: U 3DIDO.MS P Study Date: 5-26-92 Ti me: 13:13: 7 TRACT 23261-3 8 -2 (OLD VqIL RA NCH) STORN DRAIN LINE 'D' ; G100 FILE: U3Dt00.WSP STpTION INVERT DEPTH W.S, Q UEL UEL ENERGY SVPER CRIT1CAl HGi/ BA5E~ 2L MO AVBPR e~EY OF FLON ELEV HEAD GRD.EL ELEY DEPTH DIA . ID N0, PIER LIELEM SO SF AVE Hf NORN DEPTH ZR kYik%tYt%fY%kikkYfl kkiiRkiikiiikiilzYi%%ktt%kilYYiikktkk Yikkki%k YiYYYtiYk33kkiYkif kkkiXkYYYkikYiYif%ii%kYYYk iiYkiiki iiiki it%ki ikiiY 1115.d1 10Si.15 1,260 tOS8,414 49.6 11.55 4.784 1063.198 ,00 2,290 3.00 ,00 ,00 0 ,0 2.15 .21806 .038039 ,OB .810 .00 1771,56 1057.62 1.307 1058.931 49.5 16.14 4,3d9 1063.280 .UO 2.290 3.00 .DO .0~ 0 .0 1.88 ,21806 ,033425 .O6 .810 ,00 1119.45 1058.03 1.355 1059.389 49,5 15,96 3.954 1063.343 ,00 2,290 3,00 ,DO .00 0 .0 1.63 ,21866 .029385 .05 .810 .00 1181,OB tOS8,39 1.4D6 1059,T96 49.5 15,21 3,594 1063.391 ,00 2,290 3,00 .00 .00 0 .0 JUNCT STR .28325 .019801 ,09 ,00 1785.74 1059,71 1.805 f061.515 49.5 11,14 1,921 1063.442 .00 2,290 3,00 ,00 .00 0 .0 3,40 ,00594 ,012232 .04 2.362 .00 1789.14 1059.73 1.191 1061.521 49.5 11,24 1,961 1063,482 ,00 2,290 3,D0 .00 .00 0 .0 11,58 .00594 ,013116 ,23 2,362 ,0~ 1806.72 1059.83 1 J22 1061.SS7 49,5 11.19 2.157 1063.114 .00 2.290 3.D0 ,00 .00 0 .0 16,70 .00594 .014909 ,25 2,362 .00 1823.42 1059.93 1.656 1061.590 49.5 12,36 2.313 1U63.963 ,00 2,29D 3.00 ,00 .00 0 ,0 16,02 .00594 .016890 .27 2.362 .00 1839.44 1060.03 1,594 1061.623 49.5 12.9T 2.610 1064.234 .00 2.290 3.00 .00 .00 0 ,0 15,29 .00594 ,019156 .29 2.362 ,00 1854,13 1060.12 1,535 1061.ESS 49.6 13.60 2.871 1064,521 ,00 2,290 3,00 ,00 ,0~ 0 .0 14,51 .0059~ ,021140 ,32 2.362 .00 1869.30 1060.21 1,418 1~61.685 49.5 14.26 3,iS8 106d.B43 .OU 2.290 3.00 .00 .00 0 .0 14.01 .00594 .024695 .35 2.362 .0~ 2 yG FOS15P CD Vers 2.2 PAGE 5 NATER SURfACE PROFILE LISTING Fi le: U3D100.NS P Study Date: 5-26-92 Ti me: 13:13: 7 TRACT 23267-3 L -2 IOI D VAIL RA NCN) STOAM DRAIN LINE 'D' ; 9100 FILE: ~3D100.NSP STATION INVERT DEPTH N.S. 0 VEL VEl ENERGY SUPER CRITICAL HGi/ BASE/ 2L NO AVBPR ELEY OF FLOM ELEY HEAD GRD..EL. EIEV DEPTH DIA ID N0. PIER l/ELEH SO Sf AVE HG NORN DEPTH IR Y1#Yiiikk #YkYi~%kik tkYYkkikkXi%iYiYkkitkY iYYYYY YkYtkkii% kiikYiYk kY3kiltkktYk%iYf%I i%ii%xYiik iiikiilkYiYtk~k%%ItYki!% %Yt% tlkkki YkYJ! 1883.31 1060.29 1,425 1061.715 49.5 11.96 3.474 1065.189 ,00 2,290 3.00 .00 .00 0 ,0 JUNCT STR .503~7 .030647 U.00 .00 1883.33 i06D.3D 1,142 1061.442 38.4 15.St 3,751 1065,193 .00 2,017 3,00 .00 .00 0 .0 9.17 .0054d ,031194 .34 1.492 .00 1892.50 1060.35 1,10T 1061.451 38.4 16.22 4,084 106S,S40 .0~ 2,017 3.00 ,DO ,00 0 .0 JUNCT STA ,iS051 ,645416 .31 ,00 1899,41 1061,39 ,811 1062,201 21,2 15.35 3.660 1065,862 ,00 t,S65 2.50 .DO ,00 0 ,0 1,89 ,13221 ,049839 ,09 ,634 .00 1901,30 1061,64 .825 f062,465 21.2 16.00 3.d93 1065,958 .00 1,565 2.50 .DO .00 0 .0 2.55 .13242 ,045900 ,12 .634 .00 1903.85 1061.98 ,84T 1062,824 21.2 14.46 3.248 1066,072 .00 1,566 2.50 ,00 ,00 0 .0 2,90 ,13242 .04~889 ,12 .634 ,00 1906.14 1062,36 ,871 1063.238 21,2 13.19 2.953 1066,191 ,00 1,665 z,so .oo ,o0 0 .0 2.46 ,13242 .035B33 ,09 .634 .00 1909,20 1062.69 .908 1063.594 21,2 13,iS 2.684 1066.219 .0~ 1.565 2.50 .00 .00 0 .0 2,09 .13242 .031419 ,01 ,634 ,00 1911,29 1D62,96 .941 1063.904 21,2 12.54 2,440 f066.345 ,OU 1.565 2.50 .OU .00 0 .0 1,19 .13242 ,021561 ,OS .634 ,00 1413,OB 1D63.20 .9iS 1064.175 21,2 11,95 2.219 1066,394 .00 i.S65 2.50 .00 ,00 0 .0 .42 .14298 .025304 .01 .622 .00 1913.5D 1063.26 .985 1064.245 21.2 11,79 2,160 1066,405 .00 1,665 2.50 .OQ .00 0 .0 JUNCT STR .22867 ,023D02 .12 .00 zqi F0515P CD Vers 2.2 PAGE 6 MATER SURFACE PROFILE LIS?IN6 Fi le: U 3Di00.YS P Stutly Date: 5-26-92 Ti me: 13:13 : i TAACT 23261-3 6 -2 ~OLD VpII RA NCH) STORN DRAIN IINE 'D' ; A100 FILE: ~3Dt00.WSP STATION INVERT DEPTH W.S, ~ VEl VE~ ENERGY SUPER CRITICAL HGT/ BASE/ 2l NO AVBPR EIEV OF FIOM ELEV. HEAD GRD,EL, ELEV DEPTH DIA ID N0, PIER llELEM SO SF AVE HF NORM DEPTH TR lYfkkil%iiikkiYkYik kLiiYKiYkYYik%xiki72%k itY%tik kikktitk YiYYki!% YIYXYit%kYitiiitiY ik%tiYkiY %YiYtkY1YYYCt%YY2SIfYYiik itlktfi%it itYYY 1918.60 1064.44 .828 1065.268 9.0 9.00 1,258 1066,525 ,00 1,161 1.50 .00 ,00 0 ,0 ,O6 .04058 .021115 0,00 .680 ,00 1916,12 1064.44 .828 1065.270 9,0 8,99 1.254 tO66,S24 .00 1.161 1.50 .00 .00 0 .0 3,40 .04058 ,019838 .08 .680 .00 1922.62 1064.6D .861 1065,462 9.0 8.51 1,140 1066.602 ,00 1.161 1.50 .00 .00 0 .D 2.98 .04058 ,017536 ,OS .680 ,00 1925,60 1064.12 .896 1065.618 9.0 8.17 1.036 1066,654 ,00 1.161 1,50 ,00 .00 0 .0 2.28 ,04058 ,015622 .04 .680 .00 1921.88 1064,81 .933 1065.741 9,0 7,79 .942 1066.689 .00 1.161 1,50 .00 .00 0 ,0 1.14 ,04058 ,013159 .02 .680 .00 1929.62 1064,88 .972 1065,857 9.0 1.43 .856 1066,113 ,00 1.161 1.50 .00 ,00 0 .0 1.30 .OdOSB .012214 ,02 .680 ,00 193~,92 1~64.94 1.013 1065.951 9.D 1,08 .ii9 1066,129 ,00 1,161 1.50 .00 .00 0 .0 .87 .04058 .010870 ,01 .680 ,00 1931,19 1D64,97 1,D58 t066.031 9.0 6.75 .108 1066.139 .00 1,161 1.50 ,00 .00 0 .0 .50 .04058 .~09109 0.00 ,680 .00 1932.28 1064,99 1,1~1 f066.100 9,0 6,44 .643 1066,743 ,00 1,161 1,50 .00 ,00 0 .0 ,18 .04058 ,OOB698 0,06 ,680 ,00 1932.46 tO6S.00 1.161 1066.161 9.0 6.13 .584 1066,145 .00 1.161 1.50 .00 ,00 0 .0 MALI ENT flpNCE ,00 1932.46 tO6S,00 2.093 1061.093 9.0 1.41 .031 1061,124 .00 .114 7.59 3.11 ,00 0 ,0 2~z ' ~ ' T1 fRACP 23267-3 (OL~ VAIL RANCH) 'f2 SPOP.N DRAIN LINE " D-1": Q100 ' T3 FILE: U3DI,MSP SO .001029.80 1 1035,]D R 3.121030.35 1 .014 .00 .00 ft 16,501032.95 I .D1~ ,00 .OD ' w~ is,soioa2,ss 2 .zoo SH 16,501032.95 2 ]032,96 ' CD C~ 1 9 0 ,00 2 2 0 ,DO 1,50 ,00 4.5D 3.17 .00 ,00 ,00 .DO .00 2,00 B 1.8 .0 ' ' ' ' , ' ~ ' , , ~ , 2 93 eo:~~sa W6T8R SURFACB YA~FILE - C0ANN6L DEFINITIOA' LISTING ?AG9 1 Rile: U3UI.YSP Study Gate: fi- 9-9i fine; 16:19:24 CARD 56C5 CAN NO OF EVE PIBft HEIGNT 1 BASE 21 ZR INV -(II V'121 Y131 Y141 V151 YI61 Y1~) Y161 Y191 YI10) CODE HO T9PE PI&RS WIDTH DIANETBR NIDTH DROP CD 1 4 L50 CD 2 2 0 .DO 5.50 3,1i 2,D0 FOS15P WdTBR SURFACB PROfILE - iITL6 CAAD LISTING HBADING 6INE NO I IS - TRACT 2~267-3 IOLD VA?L &ANCAI HEADING LINB NO 2 IS - STORN DRAIN LINE "D-I": 6100 66AUING LINB NO 3 IS - FILB: U3DI.NSP F05 15P YiAT6R SURFAC& PROFILE - RLBNENT CA&D LISTING BL6HENP NO 1 IS A SYSP6H OUPL6T + k t U!S DATA STATION INYBRP SEC1 .00 ]029.8~ 1 6LBNBNT NO 2 IS A R6ACH ~ ; k OIS DATA SfdTION INVEftT SBCP N 3,12 ]030,~6 1 .OU 6L6NENT NU 3 IS A RBACH # 3 ~ U!S DATA SPATIDN INVBRT SRC4 N 16,5D 1032.95 1 ,013 BL6NBNT NO 4 IS A NA16 ENTRANC6 ~ U/S DATA SSATION INV~P.T SgCT FP 16.50 ]032.96 i ,200 EGBNENT NO 5 IS A SPST6N HBADY.ORHS ~ NS DATA STASION IAYBRP S;CT 16.50 1032,95 2 t PdG6 NO 1 PAG6 NO 2 N S EGHV t033.10 RADIUS ANCLR AN6 PT NAN H ,00 ,OD ,00 ~ hADIUS ANGI,B ANG PT NAN A .00 ,OD ,UO 0 N S ELBV 1032,95 z%y x~ NARNINC NG, 2 kx - IE1Eft SI~RFACE 61€VEfION CIVBA IS LBSS TASN OR 6BOAL5 INVERP EGBVATION IA HDNZDS, N.g,BLBY = INV + DC F0515P CD Vers 2.2 PdCB ! NAPE R SUR?ACE P80FI1E LI SSINC File: U3D1.kSF Stude Gate; 6- 9 -9i ti ne: 16:14 :i4 fftACf 232fi7-~ (OlD VA IL RANCHI STOPN DRAIN iI N€ "D-1 ": p100 FILE: U3DI.MSP STATION INYBRP DEPT9 A.S, q VEb VBL BNBRGY SUPBR CRITICAL ecri BAS6! ZL NO AVBPA B1BV OF FLON ELEV HEAD CRD,6L, BLBV DBPTH DIA ID N0, PIBR WELBN SO SF AV8 8F NOP,M DBPTH ZR kiit#itkk#iti#ttk#t#~iilY3SkkitYktikiif FitikYtttYfitkf3 kktitkiii titlk3;k##~ t#iiiktt##ttkkf##kiiiii###iStkiiFkiiYkixt ktit iii#ii fkYti ,00 ]029~8D 3.300 1033.100 7,6 ~.41 .3D7 1053,402 ,00 1,082 1.50 .00 .00 0 ,0 3.12 ,19fi26 .006395 ,02 .4!~ .QO 3.12 1U30,35 2.7"D 1033.120 7.8 4.41 ,303 1053.d22 ,DO 1,082 1,5~ ,OD ,00 0 ,D 4.31 ,19432 ,005614 .02 ,410 ,00 7.43 103(,19 1.956 1033.1~4 7,8 4,41 ,303 1033.496 ,00 1,082 1,50 .00 ,00 0 ,0 HYDRAULIC dONF ,OD 7,43 1031,19 .571 ]031,769 7.8 12,62 2,4T3 1034,232 .DO 1,082 1.5D .OD ,00 0 ,D .85 .19432 ,0559a2 ,05 .4?0 ,00 8.29 ]03L35 .583 10a1.9J7 7.8 12.26 2.335 1039.272 ,00 1.082 1,50 .DD ,DO 0 .0 1,33 ,19932 .050418 ,07 .410 .00 9.62 1C31.61 .60~ 1032,216 7.8 ]1.69 2,12J 1034,339 ,00 1,082 1.5D ,DU ,00 0 .D 1,14 .19432 .0142~8 ,05 ,410 ,00 10,15 1031,83 .626 1032,459 7.8 11,15 1,930 1034,~89 .00 1,082 1,50 ,0~ ,00 U .6 .98 .I9d32 ,O588S9 ,04 .410 .00 11,74 1032,02 .649 1D32.613 7,6 10.63 1.751 10a4.~27 ,00 1,082 L50 ,00 ,00 0 .0 .85 .19932 ,U34139 ,03 .516 .00 12,58 1032.19 .673 1032.B61 "r,6 10.13 1,595 1034,456 .00 1.082 ],50 .UO ,00 0 ,0 .72 .19932 ,030019 ,02 ,410 ,00 ]3,J1 ]032,33 .699 1DJ3.028 9,8 9.66 1,450 ]034.~78 .00 1,082 1.50 .DD .00 0 .0 ,63 ,19432 ,026112 ,02 .~i0 ,00 13,94 !C32.d5 .725 1D53.1T7 7,8 9.21 1.318 !034,d95 .00 1,082 1,50 ,00 ,DO 0 ,0 .59 .!9432 ,0232.4 .U1 .110 ,O(~ 29S SI TRECT 23267•3 IOLG YAIL RANCNI T2 STCRN DRAIN 6IN6 " D-2": Q100 T3 FI16: U3D2,NSP SO .D01029.80 1 10iJ,10 ft 2.~31030.12 1 ,014 R 2fi,771U3~.45 1 ,017 NB 26,1i1D33.45 2 .200 SN 26,971033.45 2 1~33,45 CD 1 4 0 ,00 1.50 ,00 ,00 .00 .00 CD 2 2 0 .00 i.00 3,17 ,06 ,00 2,00 8 12,3 .0 00 ,00 DO ,~0 ~1 :5~- ~ ~ 2-, .: , 2 97 I FD~15Y XAP6R SUftFdCE PftOFIL6 - C9ANNEG DBRINIPIOA LISTING FACH I File: U3D2.wSP Stadp Date: 6- 9-92 T'ine: 16,19:49 ~ CARD S6CT' CflN RD OF !VF FiEY, HEIGHT 1 BASE Z6 2R IN4 Y(lI P~21 YI~~ P14~ f(51 YI61 S(FI ?18! FiPI Y1.101 CCD6 NO T9PE PIERS MIPTH DIANETBR aID~N CftDP ' CD 1 4 1.50 CU 2 2 0 .00 5.00 3.1"r `t.00 FUS16 P ' MRTBR S~P,FACE PROFILE - tI?LE CARD LIS4ING AEADING LIN6 NU 1 IS - TP.ACT 23267-5 IOLD l'A?L &ANCAI ' AEADING LINE AO 2 IS - STORN DRAIN LINE "D-2"; A100 HEdD?NC LIN6 NO 3 IS - ' FIL&; 03D2.WSP F0615 P YhT6R SURFACE PROFILE - ELBNBNT CARD LISTING ' ELBHBNT AO 1 IS d SYSTEtl DUT16Y ~ ~ ~ U/S DAT6 STAfION INY6Af SBCP ~ ELEN&NT NO 2 IS A .00 RfiACN k ]029.80 ~ ] ~ UIS DdT6 SYhTION INVBAT S6CT N 2,53 1030.12 1 ,014 , EIEYENT NO 3 IS h RBACA k s ~ UIS UATA SP6PION INVERT SECT N 26.i7 ]03~,45 7 ,OIS ELBAENT NO 9 IS A NALG 6kPP.ANCB ~ ~ UIS DETA SiATION INVEP,T SBCT FP 2fi,77 1033,45 2 .20D ~ ELSHENP AO S IS A SPST6H 86AGBORHS U!S P5"A STATION INYBP,t ~ SfiCT 2fi,77 10°.•3.95 2 1 ' ' ' , , 1'. , t PdCR AO 1 PAC6 AO 2 N S ELB4 1033.10 AADIUS ANGL6 ANG PT NAN H ,DD .00 .00 0 RADIUS ANGLB ANG PT NAN H .OU .OD .00 Q N S BLBV I033.45 2 98 fk ppghINC N0, 't ~3 - AASE~ £I~PFkCF 81E~'AfION GIVEN IS LESS THAN 0& 6CUALS INYEP* ELFVATIQN IB ND66D5, N.S.BLEY = INV + DC ~ FOS15P C- Vets 2,2 P6 CE 1 AAfE R SURFdCB P~JFILB 1I STINC File: U 3D2.kSP StuBp Gate; 6- 9 -92 Ti ue: 16:19 :~2 fRACT 't3267-3 IOLU VAI1 BANCHI STOP.N ~khIN 1I Nfi "D-2"; Q1UD FIL6: 03D2,NSP SPAPION INV6Rr D&PTA V.S. q VBL V6L BN6RCP SUFBR CP,IPICA6 ACPI BASBI ~G NO dVBPB 6LBV OF F60M BLBV N6AD GftD,BL. 6LBV DEPTN DI~ ID N0, PI~& L/BLBN SO SF hYE dF NDRM D6PTN Zfi ki;tt3tk# k##kix#}###ki##ki##f!#lttiiki7 kktikki%k kittki; t#!#Ytiit F;{#Ytitki# iitikiiiiFiitti> Fk3~Ft3%kki iiki3t ktitii3ti 3ttft;Fii 3kkii .00 1029,80 3,300 1U:3.100 12.3 6,96 ,752 1033,852 ,00 1.32fi 1,50 .00 .00 0 ,D 2,43 .1JIfi6 .0169~2 ,09 ,610 .GO 2.43 1030,12 3,019 1~~3.iS9 ]2.3 6.96 .742 1033,891 .DO 1,a26 1.5D .00 ,00 0 .0 3,27 .1~681 ,O13Y11 .04 ,580 .OQ 5,70 1030,37 2,615 1D33.183 12.3 6.96 .752 i033,9~5 ,00 1.326 1.5D .00 ,00 0 .D NYDRAULIC JUNP ~~~' 5.70 ]03D,57 ,7~7 !D21.275 12.3 14.00 3.~95 1034,171 ,00 I.J26 1.50 .OD ,09 0 .D 2,51 ,13661 .069t54 ,Ifi .580 .OU 8.21 ]030,91 ,72fi lOJ1,637 12.3 11,51 3.2E9 1034,90? .00 1,326 1,50 .00 .0a 0 ,0 3,41 .13fi81 .057597 ,20 .SBO ,OD 11,6~ 1031.38 ,753 lOS2.l'al 12,3 1~,84 2,972 1035.103 ,~0 1,326 1.50 ,OD .00 0 ,0 2,80 ,13681 .05071i ,19 ,5B0 .00 14.~3 1031.76 ,782 iC~2 „13 12.3 t3.19 2.702 i035.245 ,OU I.J26 ].5D .00 ,00 0 .0 2.34 .1J681 .094699 .ID .580 .OP 16,i7 1~32,08 .812 !032,E94 12.3 12,58 2.466 1035,350 .00 1.126 1,50 .00 ,00 0 ,0 1.96 .1J6E1 ,0394i4 ,OB .580 ,00 18,73 ]032.35 ,851 !C~3,144 12.3 t1,99 2.233 1035.427 .UO l.J2fi 1.50 .00 .D6 0 .~ l.fifi .IS681 .034825 ,Ofi .580 ,OD 20,39 ]032.58 .878 10's3,4S5 12.3 11,43 2,030 1035.185 .00 1,526 1,50 .DU ,OU 0 ,D 1.40 .136B1 ,0~0805 ,09 .580 .00 21.79 1032.77 .914 ~U~:•.683 12.3 10.90 l.B4S 1035.§28 .OU 1,~2fi 1,50 .UQ .GO 0 .0 1,18 ,13681 ,021288 .03 ,58Q •00 ~ ~9 R~615P C~ Vers 2,2 PAGB 2 kA46R SURFACE PROFILE 1IS4ING File; U3DE.ASP Stud~ Dste: 6- 4-92 "ine: 16:19 :42 mRA CT 2326i-'a (OLD VAIL RANC91 STORN DRAIN LI NB 'D-2'; Q100 FIL B: U3D2.NSF STATION INVBRT DEPT9 N.S, q V61 VBL BNERCY SOP6ft Cfi[TICAL ACf( BASEI ZL HO dVBPR 6LBV OF FLOY 6LEU NBA~ ~RD.BL, E66V DEPSH DIA ID N0, P[BR L;8L6N SO SP AVB HF NDRM DfiPTH 2R k3ttkitk## ##ft#ttt# t~iStt;iiiiitk3ikYtk#Fii#tiikk#i##i#t kitkk3i# tltkkY#%%!# #kitktt i%kiikk#S 3Ytitk3fFkiikiiii ii;3iti# ti~#k ;~tki #iiti 22,98 ]032,93 .952 1D33,683 12,3 10,39 1,676 1035,Sfi1 ,00 I.J26 1,50 .00 .00 0 .0 L00 .136B1 ,024266 ,02 ~58~ •~~ 23,98 10~3.07 .99i ID~4,D60 12.3 9,91 1.~25 1035.585 .60 1,J26 L5D ,00 .00 0 .0 .83 .13681 ,021515 ,02 .560 ,GO 24,60 ]033,18 1,035 10~4,216 12.3 9,45 1.387 1035,603 ,00 1.32fi L50 .00 .00 0 ,D ,67 .1J681 ,0191E1 ,Ol .580 ,00 25,48 ]033,27 I.OB2 1034,335 12,3 9.01 L26G 1035,616 ,00 1,32fi 1.50 ,OD ,00 0 .0 ,54 .1~681 ,017157 .O1 •59~ ~~~ 26,02 1033,~5 Li"s"s 1D~4.4T9 12.3 fi.59 1,1~6 !U36,625 ,00 L 326 1.50 .UD ,00 0 .i~ ,4D ,13681 ,015118 .01 .580 ,UO '2fi,41 1033,90 l,ltib 1035,589 ]2,3 8,19 1,042 :635,EJ1 .UO 1,~26 1,50 .DO .00 0 ,U ,26 .19681 .013959 0,00 ,580 .OD 26,67 ]033,49 1,251 1D34,688 12.3 7,81 .94i !~35.635 .60 1.~26 1,50 .00 ,00 0 ,0 ,10 .19681 ,0127E7 C,00 .580 ,UD 26,71 1033.45 1,J26 1U39,77E ]2.3 1.44 ,S6G 't62~,636 .OG 1,326 1.5D .00 ,00 ~ .0 NALL 6HT RANCE '~~ 26.71 1033.45 ?.fiBD 1U36.330 12.3 1.39 .03~ icas,aso .oo .aso R,00 ?.11 ,UO 0 ,D i~ 41 ~RhCT 23267-J IOLD VAIL RANCHI T2 S7PRr DRAIN GINE "D-3": Q1~0 T3 F[LE: U3D3,NSP SD .001030.60 1 ]033,9t R i,501031.37 1 .O1S .00 ,00 A 5,921033.62 1 ,013 .00 ,00 AE ~,921D33,62 2 .2U0 SH 5.921D3J.62 2 ]03~,62 CD 1 1 0 ,00 1.50 ,00 .00 .00 .DO CD 2 2 0 .00 S.OD ~.17 ,00 ,00 2.U0 @ 8,9 ,0 301 FO ~ W6T6R SURFACB PROEIL6 - CHANN£L DBFINITION LISTING PhGB I ?ile: U3D3.k$P Stude Date: 6- 9-92 Pine: 14:i9:!3 ' CARD SBCT CHN ND OF AVB PIEA HEIGHS 1 BASE E1 ZR [NV -fl) P12) -13~ Yi4) 9(5) YI61 9171 Y18) 41°I Yf10) CODE AO T?P 6 P? BRS AIDTH DIAY.ETBA NIDTH DROP CD 1 1 L50 , CD 2 2 0 ,00 5,00 3,1i 2.D0 F 0 5 1 S P PAGB NO 1 , YIAT6A SURFACE PROFILE - TIP66 CARD LISPING BBADING LINB NO 1 IS - TRACT 2~267-3 (01~ VAIL PANCHI ' ABADING LINB NO 2 IS - STDRM DRAIN LIN6 "D-3": Q10D AEADING LIN6 NO 3 IS - ' FIL6: U3D~.NSP F 0 S 1 S P PACB NO 8 ' BL6NEkT NO 1 IS A NATBR SUP.FACB PROFILE - EGBNENT CAR SYST6H DUT1Bf ~ k ~ D 1ISfINC U/S DATA STAT?ON INYBRT SECT N S BLBV ,00 ]030,60 1 1033,91 j , BLBNENT NO 2 IS A RBhCH ~ x k RADIUS ANGLB ANC PR MAN 8 UiS DATA 54ATION INVERT S6CT N 1.50 1031,37 1 ,014 ,00 ,0~ .00 0 BL6dENP NO 3 IS A P.BACA k ~ t , UIS DATA SfA7IDN INVERT SBCT N RADIUS ANGLB ANG PR tlAN fl 5,92 1033,62 1 ,013 ,00 ,00 .OD 0 E6BNEN9' NO 4 IS A NALL ENPRANCB k ' U!S DATA STATIOH INI'fiRT SBCT FP 5.92 1031,62 2 .200 ELBNBNT NO S IE A SPSTEN H6dDNORflS ~ ~ ' U/S DATd STATION INVBP,T SECP Y. S ELBV 5.92 1033,62 2 1033,62 ' ' ' ' ' ' ' ' 302 s~ ppRNING A0. 2 k; -~A7&R SURFACE 6LBVATION CIVSN IS LBSS TAAN OR 69UALS INVEflS EG6VATIOA IN HDw[D5. N.S.6LBP = INV + DC RU616P CU Vers 2.2 PAGB 1 ~ NAfEA SURFAC6 PROFILE 6ISTING File: U3D3.NSP Studp Date: 6- 9- 92 Pi ne: 14:24:13 ".f.ACP 23267-3 iOLD VAIL RANC91 ~ ~TOP.N DRAIN LI NE "D-S"; Q100 FILE: U3DJ,NSP STAT[ON IGYERT D6PTA N,S, A V6L V8L HNEftCY SUPBR CRITICAL 9CT! BAS61 ZL NO AVBPB 6L6V OF FLOV 6GBV HEAD CRD,6L. B1BV DBPTA UTA ID N0, PI6 & , L/6LBN SO SF AYB AF NORN DEPTH ZR Y33tk3tkF iYiFii#k;# kkFt#iiilF7##ki;#kii kt~ikki!#ifiikitk ki#kYiik ii~##i%#kitikY~tk~ atkiikk3tkki ikt3tli3ttkitk t;ifYiiF ititFiiik tiKkii ' .00 1030,60 3.~10 lOJ9.910 8.9 S.D4 .39~ 1034,104 ,00 1,154 L50 ,00 ,UO 0 ,0 1.50 .'113F .008326 .O1 ,36D .00 ' 50 00 00 0 0 1.50 103L74 2.552 1033.922 8,9 5.04 .391 1031.316 ,00 1.154 1. . . . , ,93 ,S09U5 ,007179 ,O1 ,350 ,0~ 2.23 1C31.74 2~iE5 lOJ3.92T 8.9 5.04 ~394 !034~321 ~00 1~154 1~50 .00 ~00 0 .0 , HYDRAU1IC JU~N ,00 2.23 ]031.74 .i.91 1032,~33 8,9 13.76 2,938 t035.271 .00 1,154 1,50 .00 ,00 0 .0 I 0 00 ,49 .S090S ,062514 ,03 .35 . ' 2.67 i031.97 ,613 1032,579 9.9 1J,09 2,660 1~35.?39 ,00 1.154 1.50 .00 .00 0 ,0 ,48 .~C905 ,069689 .03 .35U ,OD ' 3,16 1032,21 .635 IDS~.817 8,9 12.98 2,418 IU35,266 ,00 1,154 L54 .00 ,00 0 ,0 ,92 .5090~ ,048035 ,02 ,350 .00 ' " 1 5~ 00 00 0 0 3.58 103?.43 ,669 10 s3.088 8.9 11.90 2.199 1075.286 ,00 1.154 . , , , , ,38 .60905 ,042215 ,02 ,350 ,OU 3,96 ]~.+?.62 .683 1033,304 8,9 11.34 1,999 1035.902 ,00 1.159 L5D .00 .00 0 .0 ' .J3 .50905 ,037113 ,01 ,~60 .00 4.29 1U32.79 .709 lUJ~.498 8.9 10.82 1.811 1035.J14 ,00 1,154 L50 .00 ,00 0 .0 ' 032662 O1 350 00 ,29 .50905 , , . , ' 4,58 ]U32,94 ,P36 '033.672 8,9 10,31 1.652 1035.324 ,00 1.154 ].50 ,00 .00 0 .D .25 .SC9D5 ,028746 .01 ,350 .00 , 4.83 ]0's3.07 .7E1 ID1~,830 8,9 9.fl3 1.502 1035.931 .00 1.154 1.5D ,OD .00 U .0 .22 .56906 .02~327 .O1 .360 .06 ' - ' 303 F051SP CD Vers 2.2 PAG6 2 WAT68 SURFAGE PROFIL6 6ISPING File: U3GJ,NSP Studp Uate: 6- 4-92 Ti oe: 14:21 :13 TRACT i32fi1-~ IOLD VAIL flANCAI STOftN ~RAIN tI N6 'D-3': A100 FILB: UJD3.YSP STF.TION INVERT DEPTA N.S, 9 VEL VBL ENERGY SUPBR CRITICAL HGTI 66SB/ Z6 NO A~BP@ BL6V OF FLO@ ELEV NBAD CRD.BL. 6L6V DEPfA DIA ID H0. PIEfl W6LBN SO SF AVB AF NDRM DEPTH Zft kii#ki#fkYitkiSxii# i#!#Fii#it3~kkiitYit lktiiftiFft3fki3k kti#ki3t iiikki~tkRf #it##ki 4<ktikiii 4F33kkii#tii##iii ti3Ykii# #i#kkittti itFii S,Ob 1U33.18 ,793 1DJ3.942 8.9 9,38 ],364 1035,337 ,00 1,154 ],50 .00 ,00 0 ,0 .19 .40905 ,02232"r D,00 .350 ,00 5.24 1033.28 .821 1034.100 8.9 8,91 1.24i IC35.341 .~0 1,154 1,5D .00 .00 0 .D ,16 .56906 .01971U U,00 ,350 .00 5,11 1033.36 .859 1D94.216 8.9 fl.52 1,129 1035,349 .00 1,154 1.50 .OD ,00 0 .0 .14 .50905 .017416 D,00 ,350 .00 5,55 1033,43 ,891 ID34,321 8,9 8.13 1.~26 1035,947 .DO 1.154 1.50 .00 .00 0 .D ,11 .50905 ,015409 0,00 ,350 .00 5.66 f033.d9 .928 1034,416 8,9 T.75 .932 1035,349 .00 1,154 1,5D .00 ,00 0 ,0 .09 ,50905 ,013660 O,OD .350 .00 5,75 103J,59 .967 ID34.502 8.9 7,39 .848 1035,~50 ,00 1,154 1.50 .00 ,00 0 .D .07 ,509U5 ,012127 0,00 ,350 ,00 5.fl3 1~33,59 1.OU8 1039.580 8.9 7.01 ,7'rl !035,951 .00 1,154 1.50 .DD ,00 0 .D ,05 .50905 .010P88 0,00 ,350 .OD 5.88 ]033.60 1,052 IDJ4,6S1 8.9 6.72 .7D1 1035,352 .00 1,154 1.50 .00 ,00 0 ,0 .03 .SC905 ,009626 0.00 ,360 .OD 5,41 ]033,61 1.100 ID34,715 8.9 6,4D ,637 1035.152 .00 1,154 1.50 .UO .00 0 ,0 ,01 .50906 ,008619 0.00 ,350 ,OU 5.92 ]033,62 1.15~ 1034.97d 8,9 6.10 .578 1035,352 ,00 1,154 L50 .00 .00 0 .D WdLL BNPRANCE ~~~ 5.92 ]033,62 2.071 10J5,691 8.9 L9l ,031 1035.122 ,00 .709 S,DO i.17 .00 0 .D ~a y HYDRALIL I CS ; Q100 STORM FRECJUENCY STORM DRASN LINE "E" 5.3 ~t T1 TRACT 2326i-3 IOGD l`AIL RANCH) T2 STDRN DP,AIN LINE "E" t3 FILB: U3B1C0 SD 992,D91030.D0 1 IG1~,S0 R 1008,951D30,10 1 .014 .00 ,00 0 ft 1027.411030.21 1 .013 .DO ,00 R 1041.79I0J0.10 1 ,013 9.14 .00 R 1062.661D30.36 1 ,011 .00 ,00 R 1173,241081,09 l .01a .00 .00 JX 117fi,111031.61 2 3 .01~ 16,0 1031,61 40,D0 R 1146,451D31.fii 2 .013 ,00 ,42 1 R 1221.4!1U31,8? 2 .O13 .DO .00 0 J% 1224.611032.39 4 3 ,013 11,2 1U32.39 90.00 R 1224.621032,40 4 .015 ,OD 61,58 1 R 1327.821036.21 1 .013 .00 ,DO R 1380.181038,14 4 .D13 30.~0 ,00 R 1403.J4!039.00 4 ,013 ,00 ,00 0 Y6 1403.391039.00 1 ,500 Sd 1103,391039.D0 1 lOJ9.00 CD I 4 0 ,DO ~,00 ,00 .DO .00 ,00 CD 2 9 0 .00 2.50 .00 ,00 ,00 ,00 CD 3 4 0 .00 ],5D .00 .00 ,00 ,OU CD 4 9 0 ,00 2.00 ,00 .00 ,0~ .DD q 15,6 ,0 3 06 ' F0~15P NRPBP, SUP,FAG6 PP.OFI1E - CHANNEL DBEINI":ii~N LISTING PdCd I ~ Pile: l3ElOD,WSF Stud9 Date: 6-11-92 rioe: 1~: 6:45 CARD SaCP CflN NO UF AVB PI6R HEIGNP 1 BASE ZL ZR IAV Y(11 -f21 Y(31 F14) FISI YIE) 9(71 Y181 Y(91 YI101 CODE NO TPPE PIEP°~ wCDPd DIANBPBR WIDTN DR6P ' ` CD 1 4 2,D0 CD 2 4 2.~0 CD 3 ~ 1.50 ' CD 4 9 2,00 F 0 5 i S P PAG6 NO 1 , NAT6R SURFACE PROFILE - TITLE CARD LISTIAC 86hDINC LINE NO I IS - TAACT 23267-3 IOL- i'AIL ~ZANCHI ' A6ADING 6IN6 NO 2 IS - STDP,N DRAIN 6INE "6° AEADIAG 1INE NO 3 IS - FIL6: U3E100 F041 SP NAT6R SURFACE PROFILE - E16NENT CARD lIS 4IN6 RLBNBNT NO i IS A SP.PBtl DUTL6r a ~ a U;S DATA SPATION INVBR4 SECT 992,09 103D,00 1 ELBtlENT HO 2 IS A F.EAC9 t s t UIS DATA SfATIOA Iht'ERT SBCS N 1008.45 ]030,10 1 ,OU EL6dENT NO 3 IS A PBpCH x ; # U;S DAPA SPATI6N INVERT SECT N 1~27,44 1030,21 1 ,013 BLBN6NT NO 4 IS A RBEC9 # # ~ U/S PdTA SfATION INVERT S6CT N 1041,i9 1030,30 1 ,013 EG6tlBNS HO 5 IS A RBACB k s ~ UIS DATA STATION INVERT SBCS N 1U~2.66 ]030.36 1 ,013 BL6CE~Y' NO 6 IS A kBACB x s t UIS DATA StATIDF INVERf S6CT A 1173.2P ]031,09 1 ,01~ RLBHENS N6 7 IS A JONC"ION ~ k t k OIS DASA STAPION INV8R4 SECP LE5-1 LAP-2 N 1176.44 ]0`SL6] 2 3 0 ,013 ELBNENT NO 6 IS A R'sACH t t i U(S DF.TA StATIOA INVERT SBCT N 1176.45 i031.62 2 ,013 ELBNBNP NO 9 IS A P,8hC9 s > t U1S DATA STATION INVEP.Y SECT N 1221,41 1D31,87 2 ,013 B6BHEAT NO 10 IS A ~l'NCTION ~ x ~ t U/S DATA STATION IAVBRi FEC7 LdT-1 GAT-2 N 122l.61 i032,~9 4 3 0 ,013 EIEBENT NO 11 IS A P.EACH k ~ s U;S DATA SPATIOH INVERT SBCT N 1221.E2 103e.~G 1 .013 PAG6 NO 2 V. S ELBV t034,40 RADIUS ANGL6 6NC PT NAN A ,00 ,00 .00 Q RADIUS ANGLE ANC P7 NdN H .DO ,00 .00 0 RADIUS ANGLB ANC PT tldN H .OD 9,1~ ,00 G RADIUS ANGLR dNG PT tldN B .~D .00 .00 0 RADIUS ANGIB ANG PT 8AN B .00 ,00 .00 0 f t k p3 A4 ?NV6RT-3 INVBRT-1 P9I 3 P9I ~ 16.0 .0 1031.61 ,OD 90,00 .00 RADIUS ANGLB ANG PT tlAN H ,00 ,00 ,42 1 RADIUS ANGLB ANG PT tlAN B ,00 ,00 .OD 0 t s t q3 g4 [NVERT-3 INUERT-~ PAI 3 P8I ~ 13.2 .0 1032,~9 .00 90.00 .00 RADIUS ANCLB ANG PT tlAN P, .00 .00 64.58 1 3 07 FD515P :D Vers 2,2 PAGS 2 NATB R SORFACE PROFILE LISTING File: U36100.YSP Study Date: 6-(1-92 Ti ue: 19: 6:48 TRACT ?'s267-3 fOLD VdIL kANCN~ STOEM ~RAIN LIN6 "&" FIL E: U2E1D0 55kTI0N [NYBRP DEPSA V.S. A V61 VBL &NBRGP SUP6R CRITICAL NGPI BASBI ZL AO AVBPR 6GEV OF FLON 6LEV HEAD GRD,BL, 6GBV DBPPN DIe ID N0. PIBR LIBLBN SO SF AY6 AF NORM DEPTH ER ##;###;tF;;##;tkYiY kftiikiaF%itiiii#ktikki#t#~#kk#tkki3 #%3##ki#i k3itki##tt##k3#ik; ##kt~#t#f #iii#i3tikt#3kiik#ii#itit kiii i33tk3 i#k!~ 1295,35 ]035,01 2.276 1037.284 15.6 ~,97 ,383 1037.670 ,00 1.~24 2.00 ,OD ,00 0 .0 HYDRAU6IC 7UNP ,00 1295,35 ]035.01 .895 ID35.fii6 IS,6 12.36 2,37~ 1038,229 ,00 1.424 2.00 .OD .00 0 .D 32.97 ,0~692 ,03305f 1.07 .63Q .OD 1329.82 1~36,21 .863 1037.U7J 15.6 12.01 2,24I 1039.J14 ,00 1,424 2,00 ,00 ,00 0 .D 13.19 .P3686 .030902 ,41 ,830 .00 1391,01 1036.70 .877 10i7,573 15.6 11.77 2,151 1039,424 .00 1.424 2,OU .00 .QO 0 .0 18,91 ,O~6E6 .026214 ,53 .630 ,00 I"s59,42 1037,39 ,9~9 1038,302 15.6 11.22 1,955 10d0,258 ,00 1,124 2,00 ,00 ,00 0 ,0 I1.92 .03fifl6 .024798 ,30 .890 ,UO 1371,fi4 ]037,53 ,943 ID`a8.77fi 13.6 10.7D 1.777 1040,553 ,00 Ld24 2.00 .00 ,00 0 ,D 6,39 ,03666 .021820 ,16 ,83~ .00 13fl0,18 1038.19 ,9?9 1D39.119 15.6 10.2D 1.616 IU4D.735 ,00 1.424 i.OD .D~ .00 0 .C 2.53 .d;i05 ,019953 ,05 ,630 ,00 1~82,71 103fl.23 .993 1Da9.~27 15.6 10.02 ].559 1040,786 ,00 1,424 2.00 ,DO .00 0 .0 5,59 ,63i05 .018315 ,ID .83G ,00 1388,i5 1038,54 L~31 1039,~70 ]5.6 9,65 1.417 1040,887 .00 1,424 2,00 .00 .CO 0 .D 4,25 .OJ7D5 .OI6140 ,09 ,830 .00 1~92,50 ]038,60 !,C71 ID;~9.667 ]5,6 9.11 1,288 1040,956 ,00 1,429 2,00 ,00 ,00 0 .0 3,39 ,037~5 ,014231 .05 .fi30 ,00 1395,83 1038.72 1,112 1D's4.832 15.6 8.68 1,171 1041.003 .00 1.424 2.00 ,00 ,00 0 .D 2,51 .03705 .012663 .03 ~ .830 ,OU 3ob'1~ F0615P CD Vers 2.E PAGB 3 N6P8ft SURFAGB PRDRILE LISrING file: U3610~.MS P Studp Date: 6-i]-92 Ti ne: 14: e :9f TRACT 23267-3 IOLD VAIL RANC91 STORH DRhIN LINB •6" fILE: U3E100 STATION INVBRt UEPTB M.S. 8 V6L V61 BNERCY SllPBR CRISICAL BCP! BdS6/ ZL HO AVbPR BL6V OF FLON ELBV N6AD CRD,BL, B18V DEPf6 DIA ID N0, P[ER LIBLBd SO SF AYE AF NORN DEPTH ZA t;;#%23tt iik#%##kii #fiitYiittS3#Fittkfiitili#ki##kiikkii# iiiikti# #iikkii#k#ikkitit# iikittk#f ifiiFkt~##3###ti#ktit#i~k kii#kiiik# #kiti 1398,34 ]038,81 1.157 1D~9.970 15,6 8.28 1,066 1041,035 .00 1,429 2,00 .00 .00 0 ,D I,96 .031D5 ,011106 ,02 .E30 .00 1400,30 1038.89 1.2~3 1D40.099 15.6 7.9~ ,968 1041.D57 .00 1.424 2.00 ,00 ,00 0 ,0 I.40 .037D5 ,009829 .O1 .830 .00 1~01,69 ]03C,99 1,253 10~0,190 15.6 7.5's .BBO 1041.010 .00 1.424 2,00 .00 ,00 0 .D .95 ,039D5 .008714 .O1 ,830 ,0~ 1402.65 1038,97 1,306 104G.214 15,6 9.i8 .800 1041,078 ,00 1,~29 2.00 ,00 ,00 0 .0 ,57 .03705 .0079~4 0,00 .830 ,00 14~3.22 1038.99 1,362 1U40,356 15,6 6,64 ,727 1041,083 .00 1,424 2,00 ,00 ,00 0 .0 ,17 .OJ70S ,006891 0,00 ,B's0 ,~0 1403,~9 10~9.00 1,924 1040,424 15.6 6,52 ,660 1P41,084 .00 1.424 2.00 .DD .00 0 .D WdLL HNT PANCE .00 1403,99 ]0~9.0~ 2.253 1041.253 15.6 2.7~ .117 1041,369 .00 1.260 3.00 .UO ,00 ~ .D 3o~v ~ ' _. ' ' ' HYDRAUL I CS r ' CJ100 STORM ~REQUENCY STORM DRAIN L SNE "~" u ~ 5.¢ Pl TRAC1 ~~?67-~ IOLD VAIL RAACN~ P2 STDRtl DRdIN LIN6 "F' : 0100 T3 FILE: UJF100.NSP SO 494~00103?.5S 1 104i.11 R IOIB,OOID~O,E2 I ,019 .00 ,00 0 R IDE2.211~11.D5 1 .Ull 15,61 ,00 R l034,001041,67 i ,O1J ,00 ,OD R IOi4.001051,67 1 .OIJ ,00 ,OD J% 1078,661052,79 i ,o~a R 1193.19105~.25 I .013 .DO .00 R 1226.831053.39 I .Ola 39,50 ,00 R 1279.6d105J.60 1 .O19 .00 ,00 J% 1285,301053.62 1 2 .013 .1 IOS4.37 53,85 P, 13d7,911053.fi9 1 ,013 40,8J ,00 J% I353,S71D54.7E 's 2 .013 9.1 1055,26 53,04 R 1406.621058.99 3 ,017 3fi,51 ,0~ J% 1412.~81059,02 3 2 .013 6,8 1059.5E 45.70 R 161fi.081~77,93 3 ,O1J 40.76 .00 J% 1620.741078,21 3 ,013 R 1890,~211D2,BD 3 ,01~ .DO .00 J% 1895.081103.2i 3 ,D13 k 2D89.721117.16 3 .OtJ 10.D6 .00 R 2123,791t19.S9 3 .013 ,00 .00 JX 2128,451119.96 3 ,0t3 R 2198.291120,80 3 ,O1J 89.92 ,00 R 2230,021127,16 3 ,013 ,00 .00 R 2265,891121.61 3 ,013 1.D7 .00 J% 2273.801122,36 1 4 4.013 11,4 16 ,41122.361122,36 95.19 48.65 R 2352.051124,7B 4 .013 2.60 ,00 T% 2357.711129.96 1 2 .013 ,1 1130.46 54.E5 R 2407,38112E.5U 9 .O13 61.6E ,00 R 2~17,141126.82 4 .U13 ,00 .00 AB 2~17.i11126.82 5 .200 SA 2417.i41126.82 : 1126.82 CD 1 4 0 ,00 3,OG ,00 .00 ,00 .60 CD 2 4 0 ,00 1.50 .UO ,00 ,00 ,00 CD 3 4 0 .OU 2,50 .OD .00 ,00 ,00 CD ~ 4 0 ,00 2,U0 .00 ,00 .00 ,00 CD 5 4 0 ,DO fl,00 J 17 .00 .00 ,00 9 18,5 , 0 3r o I R~ ~ tt ppRNI NG ND. 2 - VAPE~ SURFACE BLEVA4ION GIV6A ,S IBSS THAN OR BQDALS INVERT EL6VATION IN HDXB~S , N.S.8L6Y = INV + DC ' ' FOSi5P CO Vers 2,2 PAGB 1 AAtER SI~RFACB ?RG??LB LI SSINC File: U3FIDO.NSP Studp Date: o- 9 -9i Pi ne; 8:11: 1~ fRACT 23261 -3 IOLD Vd IL RANCHI i' STORN DRAIN LINE "F" ; Q10C PI6B: U3F10 0.WSP I STATION INV6Rf DEPTN N.S, 8 VEL 4EL BN6RCf SUPBft CRITICAL BGf/ BdS61 ZL NO AVBPA ' BLBV DF FLOV 6L6V H6AU CRD,6L, BG6V DEPSB DIA ID N0. PI64 LIBL6N SO SA AV8 9f NORN D6PTN ZR ~ ititk3#i kiitkittkaikfi;tiittYittiifk tiit#t;#ki ;ikiik233 kiYtYki~t fiitFi3kk;# iki##k3#4ki3#k4iYtiifktttttttiFiiiiiiYiitttik kiii%t itki! , 994 00 ]039 55 8 190 10~7 7~0 66 D 9 3~ 1 354 IG49 094 00 601 2 00 7 00 00 0 , , , . , . . , , , . , , .0 ' 2~,00 .0529t .011356 ,27 ).431 ,OD 1018.OG ]040.82 4.193 1D48,012 66.D 9,34 1.35~ iP49,366 .00 2,601 J.00 ,OD ,00 0 .0 ~ 1.21 .05466 ,011356 .05 1,420 ,OD 1022.21 1041,05 7.123 1D18.173 fifi.D 9.3~ 1.35~ 1049.527 .00 2.601 5.00 .00 .00 0 ,0 ~ 8.23 ,OS256 ,009792 ,OB ].376 .00 ~ 1030.49 1091,4B 6,170 1018.253 6fi,0 9.3{ 1,351 1049,601 ,00 2.601 3.OD ,00 ,00 0 .D NYDRAUIIC JUHP ,00 ' 1030,44 1041,48 1,133 1042.615 66.D 24.02 11,331 t053.449 ,00 2,601 3.DD .00 .00 0 ,0 3,56 ,0525fl ,107620 ,38 1.346 ,00 ' f034.00 1041.67 1.127 1042,797 66.0 29,18 11.442 1054,269 .00 2,fi01 3.00 ,00 ,00 0 ,0 ' 4.32 ,2~000 ,IOd2~9 .45 ,90~ ,00 1038,32 ]042,75 1,152 1U13.901 66.0 26,39 IQ,810 1054.711 ,00 2.601 J,UU ,00 ,UO 0 .0 I 6.02 .25000 ,098856 ,5T ,90J .00 t044,34 1041,25 1,194 10l5.119 66,0 2i,16 9.828 1065.216 ,00 2,601 3,00 .UO .00 0 .0 ' S.07 .25000 ,082166 .42 ,909 .00 1049,41 1'J95,52 1.2J9 1046.760 66.0 23.99 E.934 1055,694 .00 2,601 3.UC .00 .00 0 .0 ' 4,31 ,23000 ,U72318 ,31 .9D1 .OD ' 1053,73 ]046,60 1.283 1017.884 66.0 22,6i 8.122 1056.006 ,00 2.601 J.O~ .DO ,00 U .0 3,71 .25000 ,063531 24 .9DJ ,00 ' 1057.13 ]099.53 1.330 ]048.bSP 66.D 21.Ei 1.'S8~ 1G56,242 .UO 2.601 J,00 ,00 ,00 0 ,0 ' 3.2U ,2500D .0556E0 .18 ,903 .00 ' 3~V F~515P CD Vers 2.2 - PAGB 2 AATBR SURFACE PP,OFIL6 IISPING Fiie: U 3F100.VS P Studp Date: 6- 9 -92 Ti ue: B:11 :14 TRAC~ 23267-3 (06~ VAI6 R6NCE~ SSORN DRAIN LINB 'F" : a100 FI1 E: U3F100,ASP STAT[ON INYBRT UEPPH Y,S. A VBL V6L 6NBRC9 SUPBR CRITICAL AGTf BAS61 2L AO AVBPH BLZV OF FLOG 6LE~' HEdD CPD.BL. ELBV D6PTH UTA ID N0, P[6R LIBLEN SO SF AVH AF NORN DBPTN Zk #ii#kS#Yktik#itk#it Yikifit;ikk;ifiiiti; ikit##iiii#titk;i4 kiitkiik #i#k#itkkt# iiitkititYi#iYti tittkfiiti iit#iit Yilkti#t itikk ii#kt #k#ii 1060,64 ]048,33 1,379 1D49,?OS 66,0 20.79 6,?12 1056.421 .00 2.601 J.CO ,00 ,00 0 ,0 2,78 ,25000 ,049080 .1~ .903 ,00 1063.42 1049.02 L431 1D50.455 66.0 ,9.82 6,IG2 1056.557 ,00 2,601 3.Q0 ,00 .00 0 .0 2,42 .25000 .043186 .1D ,903 ,00 lOfi5,84 1049.63 1,485 1DS1,114 66,0 18,90 §,617 1056.662 .00 2.601 J,C~ .DD .00 0 .0 2,11 .25000 ,038~25 .08 ,90J ,00 l064,95 1050,16 1.542 1DS1,fi99 66.0 18.~2 5,043 1056,142 .00 2,601 3.G0 ,00 .00 C .0 ],84 .25000 ,033512 ,O6 .903 .00 1069.49 1050.62 1.6D2 1DS2.219 66.D 17,16 4,585 1056.809 ,00 2,601 3.00 ,00 ,00 0 ,0 1,60 .2b000 ,029561 ,05 .903 ,00 1091.39 ]05(,02 1,665 1D~2,683 66,0 16,~8 4,168 1056,851 ,00 2,601 ~.~0 ,00 ,00 0 ,D 1,40 .2F000 ,026099 .04 ,903 ,OU 1U72,79 1051,37 ?.7~1 :Of3,044 66,0 ,5.62 3,789 1056,888 .~0 2,601 3,OD ,OD .00 0 .D 1.21 ,25000 ,0230fi8 .03 .90~ ,OD 1674.00 l05!,67 1,E01 1043,4?1 66.0 I~.E9 J,944 1~56.915 ,00 2.601 J.00 .00 .00 0 .0 JUNCT STR ,i40~7 .01~312 .07 ,00 1078.60 ]05?.79 ?.601 1D55.391 66,0 10.14 1,596 !05fi.987 ,00 2,601 3.OD ,00 .00 0 .0 6.16 ,00402 .008726 ,05 3,000 .00 1084,82 ]052,81 2,775 1D55,S90 66,D 9.67 1.451 :U57.041 .00 2.601 3,OP ,~0 .00 0 .0 26.19 ,00402 ,OOBE9H .23 3,000 ,0~ ll I1,01 1052,92 3.000 1G55,920 66.0 9,34 1.354 1057,274 .00 2.601 3.OC .DO .00 U .0 82.16 .00402 ,009663 .79 8,~00 .OU 3~s FO51SP CU Vers 2.2 PAG6 3 AAPBR SURFACE FROfIIE LISTINC File: U3F100,RSP Study Uate: fi- 9- 92 Ti ae: 8:ll :l~ TRACT 23267-J (OLD VA IL RANCN) STOR~ DRAIN LINE "F" ; Q100 FIL E: U3F]OO.ASF SPAPIDN INYBRf DBPPH W.S, Q VBL V6L BNBRG4 SUP6R CRI9ICAL HG5/ BASBI ZG NO AVBPR ELEY OF FLOV 6LEV HEAD GRD,BL, E18V D6PS6 Dtd ?D N0, PIBR 6/BLEH SO SF dVE flF NORM DBPTH ER k33t%3StFtttk3!#kii kkttttititii#kitikti#k73tkit#kiitii# #ki3tfiX# #itkkliiki~li#~kki 3iFi%tii# ki3itkii#k titiittkiSkkiit itiik iitki t#xii 1193,19 1053.25 3,475 1D§6.725 6fi.0 9.34 1.354 1058,018 ,00 2,601 J,00 .DD ,00 0 ,0 3?,64 ,00416 ,009792 ,33 J,000 .00 1226.83 1053.39 3.843 1047,233 66.0 9.31 1,~5d l058,587 .UO 2.601 ~,~0 .DP ,00 0 ,U 28.32 .D0398 .009792 .28 3,000 ,DO 1255.15 1053,50 4,006 ID47.509 66.D 4.34 1.35~ t05B,fl63 ,00 2,601 J.00 .OD ,00 0 .0 HPDRAOLIC JONP .UO t255,15 1C53,50 1.691 1GS5.194 66,0 16.68 4,322 IU59,165 ,00 2,601 3.00 ,00 ,00 0 .D 1 L00 .OC398 ,030~17 ,33 ~,000 .OU 1266,15 1053.55 1,596 IDS5.142 66.0 17,26 4,625 1059,168 .00 2.601 9,D0 .00 .00 0 .0 13.59 ,00398 ,033911 .46 3,D00 ,00 1279.64 1053,60 1,537 IU55,1~9 66.D t8.10 5.088 lO6D.225 .00 2.601 3,00 .00 ,00 0 .0 JUNCT STR ,OQ359 .03?IB6 ,21 ,00 1285.30 IG53.62 I.SDB iD53.128 65,9 19,51 6,323 1060,~51 ,06 2,600 1.04 .00 ,00 G .0 2,13 ,00399 .038680 ,08 3,000 ,UO 1287,43 IG53,63 L499 1DS3.127 65,9 15,65 l.400 1U60.S29 ,00 2,600 3.00 .00 .DO 0 .0 12,69 .00399 .091704 .54 a,ooo .uo 1300,31 1053,68 1,44i 1GS~.125 65,9 19,56 S.9~P IOfi1.069 ,0~ 2,600 ~.00 .00 .00 0 .0 12,47 .00399 ,09739] .59 3.D00 .UD 1312,18 1053,73 1.392 1D45.122 65.9 20.51 6,53~ 1061.655 .00 2.600 J,00 .OD .00 0 .0 12,1D .OOJ99 ,053877 .65 J,000 • ,UU 1329.88 1053.78 1,342 IDS5.t20 65.9 21,5t 7.187 1062,307 ,00 2,600 ~.DO .00 .00 0 .U 11.70 .OU399 ,061294 ,92 ~.000 .00 3iL ~ - F~616P CG Vers Z,2 PAGS 4 NATB R SURFdC6 FP,OPILE IISPINC Fiie: U3F100,Y SP Stutly Date: 6- 9- 92 Ti ne: F:ll :!~ ~ TRACT 232fi7-'s IOLD VA IL &ANCH~ S7'ORN DRRIN 6iN8 'F" ; Q100 FILE: U3FIDC,VSP , STA'fION INVBPf DBPTH N.S. Q ~'BL V6L RNERCP SUP6R CRITICAL NGTI BdS6! ZL NO AV6PR EL6V OF FLOG BLBI' HEA~ GRD.HL. EL6V DSP46 DIA IO N0, PI6R L/ELEd SO SF RVB BF NDRtl DBPTN l9 , t###Fi;#k #t#F4t3ki# #k##Y##%#ti#kfiilitiYkk;#kki ;k#t!}#it kkit#kti# k#ikk;;k#;i1F~ik%i #lktitiii kkiikYtikkttkkiiiki!#Ff;Y iittittkti ti#ii 1936.58 1053.82 1,29~ ]OS5.li9 65.9 22,56 7.9D6 1663,024 .00 2.600 3.00 ,OD .00 0 .D , 11.33 .00394 ,069785 .79 7,OOQ .OD 1347.91 1D53,89 l.249 1055,ll9 fi5,9 23.66 8.696 1063.615 .00 2,600 ~,DO .00 ,00 0 .0 , JUNCT STR .15721 .075314 ,9b ,00 ' 1353.57 1054.76 1.244 1056.G0~ 56.2 27.01 8.210 1064.294 .00 2,365 E.SD ,00 ,00 0 ,0 53,25 .07005 ,079756 4.25 1,27~ ,00 ~ 1406.H2 ]058,49 1,213 1059,703 56,2 2~,?9 8,791 1068,494 .00 2.J65 2,50 ,00 .00 0 .0 JUNCT STR .09364 ,087765 ,50 ,00 ' 1412,48 1059,02 1.09~ 1D60.114 ~9.4 21.92 fl.863 1068,997 .00 2.292 2,50 ,OD ,00 0 .D ' 148,10 ,09190 ,092329 16,50 1.044 ,00 1591,18 ]075,49 l,C9d 101fi.536 49.4 2J,92 B,E83 1085,119 ,00 2,292 2.50 .DD ,OU 0 ,0 ' 24,90 .09190 ,092~21 2.3D 1,094 ,00 t616,08 ]O?7,73 1.093 1078.823 49.4 2J,9{ B.B97 1087.T20 .00 2,E92 2.50 .UC ,60 0 .0 ' JUNCT STR ,10300 ,09212] ,43 .00 , 1620,74 ]078,21 1,096 1079.'sU6 49,4 23.86 8.841 1U88.147 ,00 2.292 2,50 ,UO ,00 0 ,0 41,98 ,0911E ,091925 6.60 1,09fi .UU ~ 1692,12 ]061,17 L 096 1DBS.@70 99.4 23.86 6.8~1 109~.710 .00 2,292 2,5D .00 ,00 0 .0 152.56 .09116 ,086263 13.16 1.096 .00 ' 1895.29 1098.68 1,136 ]099,E21 49,1 22.77 8,0~9 1107,87~ .00 2,292 2.50 .OD ,00 0 .D , 45.1~ .09116 ,075909 3,43 1.D96 .00 t690,42 1102,80 1,179 1103.°79 19.4 21.7f 7,317 1111,295 00 2.292 2,50 .00 .00 0 .0 ' JUACY' STR ' ,10~85 .070036 ,33 ,OD ' 3~7 FOS15P CU Ve;s 2.2 PAGE 5 WA'rBR SURFACB PP.OFI6B LISTINC Pi1e: U3F100.RS P Studg Date: 6- 9-92 Ti ne: 8:11 :U TRAC7' ?3E67-3 (OLD VA1 L RANCH~ STORH URAIA LIN6 'F" ; A100 FILE: U3F100.NSP STATION IN~BRP DEPT6 9.5. Q VR6 V6L BNERCS' SUP6R GP,ITICAL acri BA56/ ZL NO AVBPR SLEV OF FLOG HLBV HBAD CRD.BL. BLBV DBPPB ~Id ID N0. PI6Q G/BGBN SO SF AY6 flF NORH ~BPTH ZR iti##i~iki##i?ik#ti #tk####3kki#ttf#kt##k#i~t#ii###!#ki#k kitt#i~# tt##i#;iFi~#itfiYkt Sttitkkii tYitkkii#ktilkiit%3tikiik #iiik iif#3 %Yifi iB95,08 1103,27 1.188 1104.458 49,4 21,48 1,1fi5 1111,621 ,00 2.292 2,50 .00 ,00 0 ,0 4D,20 .07136 ,Ofi8123 2,74 1,175 .OD 1935,28 i1D6,IS 1.191 110i.3Jfi 49.~ 21.27 7.023 1114,~59 .00 2,292 2.50 ,00 .00 0 ,0 72,53 .Q7136 ,063181 1.58 1.174 ,00 2007.82 ]111,32 1.242 1112.'.S7 49,4 20.28 6,38~ 1118.941 ,00 2,292 2,50 .DD .60 0 ,0 33,85 .D7136 ,055694 1,88 1,173 .UO 2041.fi7 1113,73 1.290 1115,D21 ~9,1 19.33 5.80~ 1120,825 ,00 2.292 2.50 .00 .00 0 ,0 21.39 .07136 ,049036 1,05 1.176 ,00 2063,06 1115,26 t,390 1116.547 49,4 18.43 S,2?6 1121.674 .00 2,292 2.5D ,00 .00 0 ,0 15,21 .U7136 ,043245 ,66 ].175 .00 2078.27 1116,34 1,392 1117."r35 ~9.4 17,56 1,T91 1122,531 ,00 2,292 2,50 ,DO .00 0 .D 11,95 .Oi136 .038184 .94 1.193 ,00 2089,72 1119.16 t,448 11i8,608 d9,4 16,7fi 4,361 1122,969 .00 2,292 2.5D ,00 .00 U .0 1,37 .D7132 ,035601 ,05 1,176 ,00 2091.09 1117,26 L456 lll&,"r14 49.4 16.64 4.299 ll23.013 ,00 2,292 2.50 .OD .00 0 ,0 8.69 .07132 ,033114 .29 ],176 ,OD 2099,19 1119,88 1,515 11?9.393 19.4 15,87 7,9D9 1123.301 ,00 2.292 2,50 ,00 .00 0 .0 6,96 .07132 .029319 ,20 1,176 ,UO 2106.75 ]118,37 1,578 111g.°.S3 49.4 15,13 3.553 ll23,506 .00 2,292 2.50 .00 .DO 0 .0 5,67 .071J2 ,026D29 ,15 1,t76 ,UD 2112.42 1118,78 L644 11[0.4E3 19,4 14,42 3,230 1123.654 .00 2.292 2.5D .00 .60 0 ,0 ~.6D .~7132 ,p23f34 .11 1,1?fi .VO 3i8 ~U515P CP ~'ers 2.2 PRG6 6 NAPBR SURFAC~ PP.DFIL6 LISf1NG Pile: 03P100.Y SP Study Date: 6- 9- 92 Pi oe: 8:11 :14 TaACT 2~267-a IOLD VdI L P.6NCB1 STORN DftAIN LINB 'F" ; g100 FIL 6: U3FIOO,kSP STATION INVSRP DEPTA V..S, A V6L 46L 6NERG9 SUP6R CRITICAL ACT/ BASB/ 2L NO AVBrR ELBV OF FLOM BLBV HBAD CRD.BL, E16V I~EPT9 DIA ID N0, PIBfl 11BLBN SO SF AVB HF NOP.N DBPTN 2A it#tlXiil tt#ii##kS# #kt~fiiitii#ik;##ki;tki###i;tki;iki; tk;~kkiS# kit#ki#Fki#Y#titii 3ktt3#i3i t#i#ttttti#iiYi#kkiiifiit kiYYkitkkt itk;i 2117.02 1119,11 t,716 1f20,fl23 49.1 13,95 2.93T 1123.7fiD .00 2.292 2,50 ,00 .00 0 .0 3.4? .07132 .020614 .08 1,i76 .OD 212~.79 i119,38 1.T92 1121.168 49.1 1~.]l E,670 1123,838 ,00 2.292 2.50 ,UO ,00 0 .0 3,60 .07132 .018129 .O6 ].176 .OD 2123.P9 ]119,59 1.8T6 1121,466 49.4 12.50 2,427 1123.893 .GO 2.292 2.50 .00 ,00 0 ,0 JUNCT STR .07940 ,016017 ,07 ,00 2128.15 1119,96 2,292 1122.252 49,~ 10,48 ].7DS 1123,957 .00 2.292 2,50 .00 ,00 0 .0 65,83 .01203 ,013192 ,87 2,50Q ,00 2194.28 112U,45 2,500 i!23.252 49.~ 10.D6 1.57J t129.624 ,00 2,292 2.50 ,OD ,00 0 ,0 ~,01 .01203 ,014118 ,O6 2,500 ,00 2198,29 1120.80 2,585 ?123,385 ~9,4 10.06 L5~3 ii?4.957 ,OU 2,292 2.50 ,00 .00 0 ,P 31,73 .01197 ,019505 .46 2.500 .00 2230.02 ll21.IB 2,666 i123.845 ~9.4 10,06 1,593 1125.418 .00 2.292 2,50 ,00 ,00 0 .D 35,E7 .01199 ,014565 ,52 2.5D0 ,00 2265,89 1121,61 2,790 1124.400 49,4 IQ.O6 1.573 1:2a.972 .00 2.292 2,50 .00 .00 0 ,U JUNCT STR .09482 ,010633 .08 ,00 2273,fl0 1122,36 ~.3i6 :126.6P6 18.6 5.92 .54~ 1127.220 .00 1.653 2.D0 .OD ,00 0 ,0 78.25 .03093 .006760 .53 ,9fi0 .00 2352.05 1121,78 2.49} ?127.224 18.6 5,92 ,544 1127,168 .UU 1,553 2,00 ,00 ,00 0 .D JUNCT STft .OJ179 .006724 .04 .00 2357.?1 1121.9fi 2.3i~ i121.273 18.5 5,B9 .538 1127.812 .00 1.598 2.00 .00 ,00 0 .D ~,10 .D310D .006688 .03 .960 ,00 3~8/~ ~ F0515P CD Pers 2,2 PAGfi 'r YET66 SURF9C6 PROFILB GISTING File: U3R100,ASP Study Date: E- 9-92 Ti oe: B:ll :11 TRACT 23267-3 (OLD VAI L BANCHI STORN URAIN LINB 'F" ; 8100 FILE: U3F100.NSP STATION INVBRf DEPTB N,S. A V81 V6L 6N6&GY SUP6ft CRITICAL aor~ BdSG/ ZL NO AVBPC EL6Y OF R60N 6LEV H6AD CRD.6L, ELBV DEPfB D[A ID N0, PIBR L/BLEN 50 SF AVB BF NORg DBPTH ZR kitY~7itk iYfiit#Yti %tiitktitkitkkiilk;i#%i~kkit kY3!%k;;k kiit#ftk kii#kikkkittk##t#i #ii;;tkiitkt ikkiikkittit;t it#ttii# ki#ktiiiki tk#ft 2361,81 t125,09 2,226 1129.313 18,6 5.89 .538 ll21.861 .00 i,S48 2,OD .OD .00 0 ,0 HPDRAUIIC ~UNP ,00 2361.81 1125,09 1.022 1126.109 18,5 11,46 2.0~0 1128.148 .00 1,448 2,00 ,DO ,00 0 .0 10.21 .OJ100 ,023840 ,29 ,960 .00 2S72.D2 1125,40 l.048 1126.452 18.5 11,09 1.910 1128,J62 ,00 1,548 2,00 .00 .00 0 .0 13.89 ,O~lOD .02146fi .30 ,960 ,00 2385.91 112S,E3 1,089 1126.923 18.5 10.58 1.737 I126.6fi0 ,00 1.S9E 2.DD .DO .00 0 .0 9,52 .DJI00 ,0189~5 ,IB ,960 ,00 2~95,43 1126,13 1.132 1124.261 18,5 IO.DB 1.579 1128,840 .00 1,546 2,00 ,00 ,00 0 .D 6.90 ,D31D0 ,016729 ,1P ,960 .00 2~02,83 1126.~4 1,177 ]I27.S20 18.5 9.61 1,435 1128,95fi .00 I.S48 2,UD ,DD .00 0 ,D 5.05 .U~lOU ,019493 ,07 .960 .00 2~07.38 1126,50 ],226 1127.726 18.5 9.19 1,305 t129,030 .00 1.548 2.00 .00 ,00 0 .D 1,56 .DSOSB ,013685 ,02 .960 .00 24D8.94 ll26,55 1.24~ 1127,792 18,5 9.~0 1.259 Ii29.051 .00 L 5-08 2,00 ,00 ,00 0 .D 3,9D .03086 ,012525 .01 ,960 ,00 2912,~4 ll"t6,65 1,296 1121,9d9 ]8.5 8.58 L 144 1129,094 .00 LidE 2,00 .OD ,00 0 .0 2,43 .010EB ,011124 .03 ,960 ,OD 2414.18 1126.7's 1.352 1128,080 18,5 8,19 1,D4U i129.121 ,00 ].548 2.00 .~D ,00 0 ,0 1.7D ,030E8 .0099P1 ,02 .960 ,00 2416.47 1126.78 L911 1128.192 18.5 7.60 ,9{6 1129,138 ,00 I,S48 2,00 ,00 ,~0 0 .U ,96 •DJOE6 ,OOBBJ9 .O1 ,960 ,00 3i8B F0,15P CD Vers 2,2 PACE B NA~BR SURPAC~ PROPIL6 LISPINC File: U3F]OO,WSP Study Date: 6- 9-92 fine: 8:11:14 TRACP 23269-3 (OL~ VAIL &ANC9) STORN DRAIN LINE 'F" ; Q100 FIL6; U3F100,NSP STATION IAY6Rr DEPTN N,S, B V8L V61 6N6kC4 SUPBR CP,ITICA6 NGS/ BASB/ ZL NO AVBPR ELBY OF FGOY 6LS4 HEAD GRD,6L, BLBV DEPTA D[A ID N0. PIBA LlBLEH SO SF AYE Af NDRM DSPTH ZP, kitkii~kt#3iFitkk3#kkkitit#tYik#k#i#kkt#kt###7i#ii~tki3tki##ki#kk3~#liifi%tiiktttki%kkiitkiitYiiYtki#ki#ti3itFFtiitttki;kFi#YYitikii 2417,12 1126,b1 1,476 1128.286 18.5 9,44 .860 1129,146 .00 1,548 2.DD ,00 ,00 0 ,0 ,32 ,D3088 .007921 O,OD ,960 ,00 2417,74 1126.82 1.548 1128.368 18.5 7.09 .T81 1129.149 .00 1,548 2.U0 ,00 .00 0 ,0 WALL BNTkANCE ,OD 2417.74 1126.82 2,835 1129.653 18.5 1.16 .021 1129.676 ,00 1.043 8.00 .00 ,00 0 .U 3~~C. ;t TRACP 25267-3 IOLD VAIL ftANCN) T2 STDRN DRAIN LINE "F-]"; Q10D TS FIL6: USFI,MSP SD .OO1D5~.37 1 ]D5S.13 R 36,811US1.74 1 .G13 WE J8.811057,71 2 ,200 SA 36,B1ID64.7~ 2 lOS7,71 CD 1 4 0 ,DO 1.50 ,00 .00 .00 ,00 CD 2 2 0 ,00 5,D0 3.17 .00 ,00 2.00 8 .5 ,0 00 .oo ?/q FU51SP AAT6fl SUflfdC6 PRDFILE - CfiANN6L D6FINIfIDN LISTINC PAG6 1 Rile: U3FI.WSP Studg Gate: 6- 9-92 Pine: 8:64: 1 CARD SBCT CHN ND OF AVR FI&R HfiIGHT 1 BAS6 2L ZP. IN4 Y(ll 5121 Y13) P141 Y15) Y(6~ Y(il YIBI Y191 Y~10~ COD6 NO T-PE PIERS RIDTH DIAN6TBR AIDTH DROP CD l ~ 1,50 CD 2 2 0 ,00 5.00 3,17 ?.UO F051§P NAT.ER SURFACE PftOFILE - PITLE CARD LIS7IAG BBA~ING LIN6 NO l IS - TRACT 23267-7 (OLD VAIL P.ANC9~ 6EADINC LIN6 NO 2 IS - STORN DRdIN LIN6 "F-1": Q1D0 ABADING LIN6 NO 3 IS - FIL6: U3FI,YSP F04 1SP YAPBR SUPFACE PROFILE - ELBNENT CdRD LISYINC B18NBNT NO 1 IS A SYSSEM OOT16f ~ x ~ U;S DpTA STAPION INY6RT SSCT .00 ]054.37 1 BLBNBNT NO 2 IS A RBAC6 k s t U(S DdTA SfATION INVERT 58CT N 36.81 ]057,71 1 ,013 EGBNBHT h0 3 IS A AALL ENTRANC6 ~ OIS DdTA SfATION INVERT SdCT FP 36.81 IDS7,7~ 2 .200 fiGBNBpT NO 1 IS A SYSTEN YEADNOP.kS ~ UIS DAT6 STATION IAVBRP SEC7 36,81 1057,79 2 t PAGH NO I PAG6 NO 2 Y S 666V 1055.13 RADIUS ANGL6 ANG PT tlAN H ,00 .00 ,00 0 W S 6lBV 1057.P4 320 ~ ix x; NARNIhG NU, 2 - WA4EH SURFACE ELEVATIUN GIVEN IS L65S PAAN 02 BpOALS ?NY6RP EL6VAPIGN IB HDNEDS, N.S.BL6Y = INV ~ DO xi NARNINC NU, 11 ;+ - T9f VALUB TO SOLVE FOft DBPTH I~ BERN6I IS NOf BBTWBBN THB UPPBQ dND LOYBR VALUE LItlIPS ' DBSIRBD YALUE = UPP6R LItlIP O.IOS4IE+01 UPPER LINIr VA1U6 = D6PfH = 0,11910E+00 LOW6R 1IMIT 0.1114SE+Ol LOA6R LINIT VALUB = 0,13813B+01 DEPPH = ~.]]OOOBti00 ' B6RNLI SUBROUTIN6 PAR.AO, FACTF DF DNOAH CONSTF DI11 CONSTiII D121 COASfl2' , 903 -1.0 ,119 ,110 1,054 ,11D I.J81 ,119 1,115 F0515P CD Vers 2.E PAGS 1 NRT6 R SURFACB PROEI66 LI SPING , Fiie : U3 F1.kSP Studp Date: 6- 9 -92 Ti ne: 8:54 : 1 iR hCT 23267-3 (ObD VAIL RANCBI STURtl DRAIN LIN6 ' F-l'; Q100 , FI L6: U3FI.ASP STATION INYBRT DBPT6 M.S, q U6L VBl 6NERGf SUPBR CR[TICAL AGP/ BAS6( ZL NO AVBPA BLBV OF F10N HL6V NEAD CP,D,BL. ELEV DSPTA ~IA ID N0, P[BR LI6LEN SO SF AV6 8F NDRN DSPTH ZR ' #itk#ti#k i##tAt#XS# #ki#Ikii kli;tki~##ti##tt ##!### ###kx# tti;k#i#i ktikt#i#kii kk#;iki tikii#k33 #k3ikkiitkk#ttli4 Fiilii~i k#3kkiti#2 #k#ii , .DO 105~,37 ,760 1D55.130 .5 .56 .OOS 1655.135 ,00 ,262 1,50 .00 ,00 0 ,D ,30 .091SS ,OOD093 D,00 .110 .00 , ,70 1054.40 .132 1DS5.130 .5 ,58 .005 1055,1J5 .00 ,262 1.50 ,OD .00 0 .0 .29 .09155 ,000105 0,00 ,I10 ,00 ' .S9 ]05~,42 ,705 lOS5.129 .5 .61 .006 1055.135 .00 .P62 1.50 ,OD .00 0 ,0 ' ,27 .D9156 .000119 0,00 ,110 ,OD ,S6 1051,45 ,680 1D55.i28 .5 ,64 ,OD6 1055.135 .00 .262 1,50 .OQ ,00 0 .0 ~ .27 .09155 ,000136 U,00 .110 .00 1,12 1054,47 .6~5 1DSS.?28 ,S .E7 .001 1055,135 .00 ,262 1,50 ,00 .00 0 .0 ' .2~ .D9155 .000145 0.00 .110 ,00 ' L 87 1G51.50 .6~2 IOS5.127 .5 ,7l .008 1055,135 ,OU ,262 1.50 ,DO ,OU 0 ,D .23 ,09155 ,00~116 D.00 ,110 ,00 ' 1,fi0 1054,52 ,610 lOS5,126 .5 .7~ .009 1055.135 .00 ,262 1.50 ,OG .00 0 ,D .23 .09155 ,~00201 O.OU .I10 .00 ' 1,83 105{,54 .~88 1055.126 ,5 ,78 ,009 1055,135 .00 .262 ],50 ,00 .00 0 .D ' ,21 ,09155 ,000229 O.OD ,110 ,00 2.04 1051.56 .56E 10§3.ItS .5 .BI .O1G i055.135 .00 .262 1,50 .00 .00 U .0 .21 .091F6 .000261 O,GD .116 .OD 2.25 105~.56 .546 IUS5.IE4 ,5 .E: ,011 1055.135 .00 .262 1.50 .OU .00 0 ,~ ' ~ ~, .20 .usfss .aaQ2s~ o.ou .lio ,or~ 2,~4 1054.69 ,~29 1DSS.123 .S .90 ,D12 i05u.135 .00 .2E2 1,58 ,00 .00 0 .U ,18 .C915S .000539 O,OD .1J0 ,OD FU`r12P CD Vers 2.2 ppgg 2 N6TB R SURFACE PROFI6E LISTING Fiie: U3F1,Y.SP Studp Date: 6- 9-92 Ti ne; 8:5~: 1 TRACT 23267-1 (01D VAIL RANCN) STORM DRAIN LI N6 'F-l"; p10~ FILB: U3F].IVSP STATION IAV6RP DEPTH V,S, 8 VBG VEL 6N6RG9 SUPBR CRITIChL 9CT! BAS6! ZL NO AVBPR BGBV OF FLON 6LEV HEAD CRD.6L, BbBV DEPTB DIA ID N0. PIBfl L/BL6N 50 SF AV8 9F NO RN DSPTN ZR kixiii~tikii#ii###it ititkt3ikktt#%3;tkix kiiiik#3Rk3~#ki% kktikki~ik kt3kki##ki#k#iiiki i#kii#t3tYF iitkl~lY#iii#iitiS#~k3## YititiiYki ittif 2,63 1054,61 ,511 IDS5.121 .5 .94 .OU 1055,135 ,00 .262 1.50 .OD .00 0 .D .19 .09154 ,000387 0.0~ .1I0 ,OD 2.fl0 ]051.63 .494 ]055,120 .5 ,99 ,015 I055.i35 ,00 ,2fi2 1.50 .00 .00 0 .D .03 ,09155 ,000442 0,00 .110 ,00 2.E2 1051.63 .477 IDS5.105 .5 I.D3 .O17 1055,122 ,00 .262 1,50 .00 ,00 0 .0 HYDRAULIC dUNP .00 2,82 ]054,63 ,119 1D54,747 ,5 7.63 .905 1055,652 ,00 .262 I.SO .00 ,00 0 ,0 .61 .09156 .12fl325 ,08 .I10 ,00 3,47 ]05a,69 ,?23 lOS4.610 ,5 7,26 ,819 1035,629 ,00 ,262 1,5U .00 ,00 0 ,0 3,b3 ,09755 .111524 .39 ,1I0 .00 7,00 1055.01 127 lOS5,1~7 ,5 6,93 ,745 1055,882 .60 ,262 1,50 .00 ,00 0 ,0 1L 22 ,09155 .097226 1.09 ,1f0 ,UU 18.22 1056,04 .131 1066.169 .3 6.60 .697 t056.846 .00 .262 1.50 .uo .oo o .U 6.41 ,09155 .081?O6 .71 ,110 .00 26.fi3 ]056.81 ,135 1DS6.943 .5 6.3G ,615 1057.558 .00 .E62 1.5U ,00 .00 0 .0 2,89 .09155 ,OT3924 .21 ,110 .OU 29.62 ]057,07 ,140 1057.212 .5 6.~0 ,559 1057.772 .00 .262 1.5D .00 ,00 0 .0 1.T3 ,D915S ,Ufi9495 ,11 ,1i0 ,OC J1,25 1057.23 ,144 IDS7,37S .S 5.72 .509 f057,883 ,00 ,262 1.5P .OD ,00 0 .0 1.17 .D9153 .056209 .0? .I10 .00 32.42 1057,39 .149 ID67.167 .5 5.46 .462 1057.949 .~0 ,262 1,5G .OD .GO U .G ,87 .09155 ,049~7E .04 .110 .UG P061~P C6 9ers 2,2 PAGE 3 X~TBR SURFAC5 FROrILR GISTING File: U3FI.NSP Studp Dete: 6- 9-92 Ti oe: 5:~1: t TRACT 2J261-3 IOLG VlIL RANCHI STORB -RhIN LI NE °F-1": p100 FIL E; U"sf1.RSP SPATION INV6RP DEPTB U.,S. fl l'BL VBL BNBRC4 SUPBR CRITICAL HCTI BASE1 ZL NO AVBPR 6L6V OF FLOA 61BV NEA~ GRD.BL. B18t' DEPTB DIA ID A0, PIEP. L/BLeN SO SF AV6 9F NURN DBPSH iR k#####ik# t;ti;;#%ti lY3ilkiitki7t#iikkii #%itttti#k#;kYt#k k#i##3## ki#kkit#ki;#####%S#Fkifi#iiiFki#Yt33itiikkiix#;;#i;;# ~33~ttt#Fi #iYii 33,29 ]057.92 .154 1~57.571 .5 :.20 .420 1057,992 ,00 ,262 1.50 ,00 ,00 0 .0 .68 ,OS155 ,042821 .03 .1t0 .OD ~3.97 1051.48 ,159 IDS7.6J9 .5 4.96 ,362 iP58.021 .00 ,262 1.5D .00 .00 0 ,0 .55 .09155 .0373J6 ,02 .I10 ,0~ 34.52 ]057.53 .I6~ 1057.694 ,5 4.73 .3d7 IU58,Od2 .DO ,262 1,50 .00 .00 0 .D ,43 .09155 .032595 ,O1 ,IIU ,00 34,95 1057,57 ,190 lOS4.790 .4 d.51 ,316 1058,056 .OU ,262 1,50 .00 ,00 0 ,0 ,36 .09155 ,028498 .O1 ,110 ,00 35,51 1059.fi0 .176 lOS7.779 ,S ~.3D ,287 1058,066 ,00 ,262 1.50 .~0 .00 0 ,0 .32 .09156 ,021852 ,01 .I10 .00 35.63 ]057.63 .lBt 1057.813 .5 4.ID .261 1058,074 .00 ,262 1.50 .00 ,00 0 .0 ,25 .09155 ,021651 .01 ,110 .00 35,88 10~7,66 .187 1D6?.842 .S 8.91 ,2~7 1058.099 .UO ,262 1,50 ,OD ,UO 0 .0 .20 ,09?5S ,018921 O,OD .1t0 ,OD 36.08 ]057.67 ,191 1U47.867 .5 3,73 .216 105E,083 .00 .262 1,50 ,00 .00 0 ,0 ,18 ,U91~5 ,016528 0,00 ,110 ,00 36,21 1057,69 .2D0 1Di7.890 .5 :.SS .19fi 1058,086 ,00 .2fi2 1.5D ,00 ,00 0 ,D .14 .U9]5S ,014422 O.OD .110 ,OD 36.d1 1057.7~ ,207 ]OS7.910 .5 3.39 .178 1056,088 .00 ,262 1.50 .DO .00 0 .D .12 .P915~ ,012599 G.00 .110 .GU 36.52 ]057.71 .21~ 1047.928 .5 3.23 ,162 1058,P90 ,00 ,262 1.5D .UD .00 0 .0 .10 .D91S6 010999 U.00 .I10 .00 F0515P CD Vers 2 ,2 P6C8 4 NdTBR SURFACE PRUFIL6 LISTING File: U 3PI.NSP Studp Date: 6- 9-9E f ine; S:S1: 1 TR ACT 23267-J (01D VdIL R6NCfl1 STORN ~P,AIN LINE ' F-1': 8100 FI GR: U3FI,MSP STATIGN IpY6RT DEF;A V.S. A VBL VEL 6NERGY SUPHR CRITICAL 8GT/ BdSE! ZL NO AVBPR ELBY OF PLOY ELE4 HBAD GRD.6L, ELEV DEPT9 D[A ID NC. PIEP. L/EL6N 50 SP AV8 HF NOP,N D6PTH ZR k#ttkSsYk iiz#~itk#3 #it;kFi?tki~#Ytik#~;k#ii k#i;t t;lt#il tk;tk#t##ki;#kt#tk;~tk~;ii; ;lkx;#ktt tii~t#;Y;k ttkkiik #i;#~;#k kii#i ixik2 iiYit 36.62 ]051.72 ,'?21 .OS1.943 .5 ~.OB ,117 I058,09] .00 .262 1.50 .D6 ,UO 6 ,~ .O6 ,0?]55 .009595 0.00 ,110 .OD 36,70 10~7,13 .22E lOS7.9~8 .S 2.94 ,131 1058,091 .DO .262 ].5D .00 .00 0 ,D .05 .09155 ,008376 D.OD .ll0 ,OD 36.95 ]OS7.73 .23@ lOS7,970 ,5 2.BD .122 1058,092 ,00 .262 1,50 .00 .00 0 .0 .Q4 .D9155 ,007319 O,OD .110 .00 36.78 ]05'r.'r4 .291 10~7.982 .5 2.67 ,111 1058.092 .00 ,262 1,50 .00 ,00 0 .0 ,02 ,09155 ,006391 0.00 .llU ,00 36,fi1 1057.74 ,E52 1047.992 .S 2,55 .ID1 1058,092 .00 .262 L50 ,00 ,00 0 .0 O.OG .09155 ,0056~3 0,00 ,I10 ,00 36,81 1C57.74 .262 1048,D02 ,5 2.41 .090 1058,092 .00 ,262 1.50 ,DO ,00 U .D NALL 6NT &dNCE ~~ 36.81 ]05"r,99 .385 lOSB.IE~ .5 ,§2 ,001 1~58.129 ,00 .175 S.DO J.17 .00 0 ,D ~~~ ~ T1 TflACT 23267 - 3(OLD UAIL AANCN) , T2 STORM ~RA1N LINE "F-1° T3 F[LE: U3f2 SO .001055.16 1 R 29.611059.48 1 .013 ' WE 29.621059.98 2 .100 -^N 29.621059.48 2 J 1 A 0 .00 1.50 .00 ' CU 2 1 0 ,00 5.00 3.17 0 11.8 .0 I ' I ' ' , ' , 1056.00 1054.48 .00 .00 .00 .00 .00 2.00 00 .00 0 3 Z3 1 FOSiSP ' NA1ER S~RFA CE PROFILE - CHANNEL DEFINITION L15TIN6 PR6E 1 CARD SECT CHN ND OF AVE PIER HEIGHT 1 BASE IL 1R INV Y~11 Y(2) Y(3) Y(4) Y(5) Y(6) Y(7) Y18) Y(9~ Y(10) CO~E NO TYPE PIERS NIDTH -IAMETEA WIUTN OAOP I CD 1 4 1.50 ~~ C- 2 2 0 .00 5.00 3.17 2.00 . F 0 5 1 5 P PA6E NO 1 , WRTEA SUAFACE PROFIIE - TITLE CRRD LISTIN6 HEADIN6 L1NE N0 ] IS - TAACT 232b7 - 3 IDLD UpIL RANCH) ' HEADIN6 LINE NO 2 IS - STORM DRAIN LINE °F-1 ' HEADIN6 LINE NO 3 IS - FILE: USF2 1 F 0 5 1 5 P PA6E NO 1 WRTEA SUAFACE PNOFILE - ELEMENT CARD LISTIN6 ELEMENT NO 1 IS A SYSTEM DtITLET t t t ' UIS DATA STATION INYEAT SECT M 5 EIEV .00 l055.2b 1 IOSb.00 ELEMENT NO 2 IS A AERCH t t 1 ' I115 -ATA 5TATIDN 1NVEAT 5ECT N AADIUS AN6LE AN6 PT MAN H 29.62 1059.48 1 ,073 .00 .00 .00 0 ELEMENi NO 3 IS A IIALI ENTRRNCE i ' U15 DaTA STATIDN INVEAT SECT FP 24.62 l059.98 2 .100 ELEMENT NO 4 IS A SYSTEM HEADKOAKS t ~ UIS ~ATA STNTION INVEAT SECT M S ELEV ' 24.62 1059.98 2 1054.48 , , ' , 1 ' ' ' ,~ t ~tfd u uaA~~NC Na ' 1 2!1 - NATER SUAFRCE ELEVATION 61VEN IS LESS THAN OR E~UALS INVEAT f~EVRFION IN HDkK05, M.S.EIEV = INV ~ DL _ FOSiSP FA&E 1 WATEA SURFACE PAOFILE L1571N6 TRACT 23261 - 3(Dlfl VAIL RANCH) STOF!! DBF1N U NE 'f-2' FILE: U3f2 --- STATION INVEAT DEPTN M.S. A VEL VEL ENER6Y SUPER CRITICRL H6T/ BRSE/ 2L NO AUBPN ELEV OF fLOW ELEV HEAD 6RD.EL. ELEV DEPTN DIF ID N0. PIEF , l/ELEM 50 SF AVE HF NURM UEPTH 2p tttUtUq lqiqttl iU~tli~i 121tUtitit~~ ~ltiUlf~tltii~i lUllit U~ilfliil~ titlil~ t~i1~~U~ititUtl~itftlitU ltt2qU~tlUitit l~ttt .00 1055.26 .b2A 1055.883 11.8 l6.98 4.476 lOb0.359 .60 1.30d 1.50 .00 .00 0 .0 ' 4.99 .15935 .090947 .45 .SAO .00 4.98 1056.05 .b44 1056.691 11.8 1b.15 4.102 1080.149 .00 1.306 1.50 .00 .00 0 .0 9.42 .15935 .OA0464 .36 .540 .00 9.40 1056.76 .b68 1057.416 11.8 15.51 3.733 1061.759 .00 1.30b 1.50 .00 .00 0 .0 ' 3.55 .15935 .070738 .25 .540 .00 1~,95 1057.32 .b43 l058.018 I1.B 19.71 3.387 1061.403 .00 1.30b l.50 .00 .00 0 .0 ' ~.40 15.85 .15935 1057.19 .119 lO5B.505 11.8 14.OA .062211 3.079 .18 7061.SB-0 .00 1.306 .540 1.50 .00 ,00 .00 0 .0 2.41 .15935 .054734 .13 .SAO .00 18.21 1058.71 .14L 1058.917 11.8 13.4A 2.805 1061.121 .00 1.306 1.50 .00 .00 0 .0 , 2.03 .15935 .048201 .10 .590 ,00 20.30 lO5B.49 .115 1054.270 11.8 12.81 2.544 1081.819 .00 1.306 1.50 .00 .00 0 .0 1.13 .15935 .041489 .01 .540 ,00 22.03 1058.7] .805 1059.575 11.6 ]?.12 2.377 1061.892 .00 1.366 1.50 .00 .00 0 .0 , 1.47 .15455 .0374bb .06 .540 .00 23.50 l059,01 .836 1059.BA1 11.8 11.55 2.107 IOb1.948 .00 1.30b I.50 .00 .00 0 .0 1.25 .15935 .0330A2 .04 .5A0 .00 ' 2A.75 1059.20 .B70 lOb0.073 11.8 11.70 1.413 1061.986 .00 1.306 1.50 .06 .00 0 .0 1.07 .15935 ,029259 .03 .540 .00 25,82 1059.37 .905 lOb0.278 11.8 10.58 1.739 1062.071 .00 1.306 1.50 .00 .00 0 .0 ' .90 .15935 .025A91 .01 .540 .00 FOSISP PA6E 2 WATEA SUAFACE ?NOFILE LI STIN6 TRRCT 232b7 - 3 (DLD VAIt RANCH) ' STOAM flRAfN LINE 'F-1' fIL E: U3f2 STATION }NVERT DEPTH N.S. 8 VEL 4EL ENER6Y SUPER CAITICAL H6T/ BA5E/ 2L NO AVBPR ' EIEV OF fLOW ELEV HENU 6RD.El. ELEU DEPTH D1A ID ND. PIER UE1EM 50 Sf AVE Hf NOAM DEPTN 1A fti~tt-i1~ 7i12tiqt t~7ifti~i ~t~titt~2lttt Nt~tt~ii qiti~t fliftt~~t~Jtittitl tiitlit tlittttti tptNttt~qtl~tl it~ilililttiitifiq tttf ' 26.72 1054.51 .942 lOb0.460 71.8 10.04 1.582 1062.042 .00 1.30b 1.50 .00 .00 0 .0 .76 .15935 .022958 .6Z .590 .00 27.-09 1059.64 .981 1080.821 11.8 4.81 1.A38 1082.059 .00 1.306 1.50 .00 .00 0 .0 .b4 .15935 .020398 .01 .540 .00 ' 28.12 1059.74 1.02A 1060.765 11.8 9.18 1.3~7 1062.011 .00 1.308 1.50 .00 .00 0 .0 .52 .15935 .018169 ,01 .SAO .00 ZB.64 1059.82 1.070 1060.893 ]1.9 8.75 1.186 ]062.OB1 .00 1.306 1.50 .00 .00 0 .0 ' .41 .15435 .016236 .01 .5A0 .00 29.05 1054.89 1.119 1061.008 11.8 8.3A ],080 1062.088 .00 1.30b 1.50 .00 .00 0 .0 .31 .15935 .014589 0.00 .SAO .00 ' 29.36 l059.94 l.ll3 14d1.i11 11.8 7.95 .982 l061.093 .00 1.306 1.50 .00 .00 0 .0 .19 .15935 ,013158 0.00 .540 .00 29.55 1054.91 1.234 lOb1.203 11.9 7.58 .893 1061.09b .00 1.306 7.50 .00 .00 0 .0 .07 .15935 .012008 0.00 .540 .00 ' 29.62 lO5R.9B l.306 1061.286 11.8 7.23 .871 7062.047 .00 1.306 I.50 .00 .00 0 .0 WALL ENT flANCE ,pp ~ 29.62 1054.48 2.750 1061.730 ]1.8 1.40 .030 1051.760 .00 .839 5.00 3.17 .00 0 .0 TI TRACT 232b7 - 3 IOLD VAIL fiANCH) ' T2 STORM 9RAlN LINE "F-3' T3 FILE: U3F3 SO .001059.51 1 ' A 18.2510b0.14 1 .015 NE 18.251060.24 2 .200 ~ "~ 18.251060.2A 2 _J 1 4 0 .00 1.50 .OC , CD Z 2 0 .00 7.64 3.17 ~ 8.40 .0 I , I ' I , I ' ~ ' 1060.10 1080.14 00 .00 .00 00 ,00 2.00 00 .00 0 ' i FOS15P , WATEA SURFACE PROfIIE - LNNNNEL DEFINITION lI5TIN6 Pa6E 1 CARD SECT CNN NO OF AYE P1EN HE16NT 1 BA5E IL tA INV Y(1) Y12) Y(3) Y14) Y~S) Y16) Y(7) Y(B) Y~91 Y(]01 CDDE ND TYPE PIERS WI~TH DIRMETEA M1UTH DADP ' CD 1 4 1.50 CU 2 2 0 .00 7.6~ 3.17 2.00 i 0 5 1 5 P PA6E NO 1 , WATER SUAFACE PHOFILE - TITLE CRRU LISTIN6 HEADING LINE NO 1 IS - TAACT 23267 - 3 IOLO VAII AANCN) , HERDIN6 LINE NO 2 IS - STURM DRAIN LINE 'F-b' HEAUINB LINE NO 3 IS - , 1 fILE: U3F3 F 0 5 1 5 P PA6E NO 1 aATEA S~RfACE PROFILE - E~EMENT CRAU LISTIN6 ' EIEMENT ND 1 IS A SYSTEX OUTIET t i 11I5 DATA 5TATI~N INVERT f SECT W S ELEV .00 l054.52 1 lOb0.10 ELEtlENT ND 2 IS A REACH ~ ~ t ' 1115 QATA STATION INVERT SECT N AADIUS AN6LE AN6 PT MAN H iB.25 1060.24 1 .013 .00 .00 .00 0 ELEMENT NO 3 IS A MAII ENTftANCE t U!S UATA STATION INUERT SECT FP ' 18.25 lOb0.19 2 ,200 ELEMENT NO A IS A 5YSTEM HEAUMORK5 ~ t ' I1/S DATA STATION IN4Ek1 18.25 1060.2-0 SECT 2 M 5 ELEV 1060.24 , , , , ' , ' , ' ' I , STATION INVERT ~EPTH W.S. 9 VEL VEL ENER6Y SUPER CAITICRL HGT! BASE/ IL NO aVBPA EIEV OF FLOM ELEV HEAD 6RD.EL. ELEV DEPTH DIR ID ND. PIER L/ELEM 50 SF AVE HF NOAM DEPTH lA t~tttltStl fttittttl tqltttti tqJtltiltif tltqfqi tllttU fqttiif Ulftilttlt tlitltU ttpttU ~tti~ttitptlUtU tfq~tt iittlltitl ltltt .00 1059,52 .773 1060.143 B.A 9.76 ].303 1061.59b .00 i.lY3 1.50 .00 .00 0 .0 .72 .Ob9A5 .02Z949 .02 .660 .00 .72 1059.55 .776 lOb0.314 8.4 9.10 1.28b 1O61.b10 .00 1.123 1.50 .00 .00 0 .0 4.A1 .03945 .021401 .10 .660 .00 5.53 1059.14 .808 1060.SA4 8.4 8.6A 1.169 1061.713 .00 1.123 1.50 .00 .00 0 .0 3.L1 .03945 .O1BBB0 .07 .6b0 .00 4.14 ]059.AB .838 10b0.719 8.A 8.27 1.061 IOb1.7B0 .00 l.113 1.50 .00 .00 0 .0 2.79 ,03445 .O1b671 .05 .L60 .00 11.R3 l059.99 .871 lOh0.862 8.4 7.89 .9b6 1081.828 .00 1.123 1.50 .00 .00 0 .0 2.14 .03945 .014733 .03 .6b0 .00 1A.01 1060.07 .906 1060.981 8.4 7.52 .878 lOb1.859 .00 1.125 1.50 .00 .00 0 .0 1.58 .03945 .01304b .01 .6b0 .00 I5.65 1060.14 .444 lOb1.081 A.4 7.11 .799 IOb1.879 .00 1.113 1.50 .00 .00 0 .0 1.17 .03945 .01157A .01 .bb0 .00 16.82 lOb0.18 .984 l061.168 8.4 6.93 .725 1067.843 .00 1.123 1.50 .06 .00 0 .0 .82 .03945 .010283 .O1 .bb0 .00 l7.64 1060.22 1.01b ]Od1.2A1 8.4 6.52 .659 30b1.901 .00 1.113 1.50 .00 .00 0 .0 .Ab .03445 .004159 0.00 .b60 .00 18.10 lOb0.23 1.071 1061.30b 8.4 b.21 .599 1067.905 ,00 l.113 1.50 .00 .00 0 .0 .15 .039A5 .008181 0.00 .660 .00 18.25 1060.2A 1.123 1061.363 8.4 5.92 .SA4 1081.407 .00 1.123 1.50 .00 .00 0 .0 WALL ENTRANCE Q~ FO S15P P A6E 2 it MAANIN6 N~. 2 II - WATER SURfFCE ELEVATtaN GIYEN IS LE5S THAN OA EOUALS INVERT ELEVATI~N IN HUMKDS, W.S.ELEV = INV ~ ~C 7 FOSiSP PA6E 7 qATER SURfACE ?RDFlLE IISTIN6 TRACT 2326) - 3(DLO VAIL RANCHI ST~RM DARIN LINE "F-3' fILE: U3F3 WATER 5UAFACE PR~FIIE LISTIN6 ' TRACT 132b7 - 3(OLD VAIL AANCH) STORM DRAIN LINE "F-3' fILE; U3f3 , STATIUN INVERT OEPTH W.S. A VEL VEL ENEA6Y 5UPER CAITICAL H6T! BASE/ 1~ ND AUBPR ELEV DF FLON ELEV NEAD 6AD.EL ELE4 DEPTH DIA ID N0. PIEA L/ELEM 50 SF AYE HF NOAM DEPTH iA ' tt~tll~ttR2ltli~tttt~~tt~titti-~3~~i~ittitltttt~~tJ~ttt~ttalttltttl!l121~itlt~tlitiiiiit»tit~tti~tl~ti~itl~titlflJtlitttJttl~tl~ti 18.15 1080,24 ].9b6 1062.?06 B.A 1.41 .031 ]OL2.231 .00 .b85 1.b4 3.17 .00 0 .0 ' 1 ~s 9 ! '' T. TRACT ?3267 - 3!Ol~ VAIL kpNCH! Ti STOfiM ~kA1N LINE 'F-»' ~1~Q , T3 FILE: ~3'rA hi-19-90 5Q .001122.36 1 1126.68 ` ` F ?0.781122.79 1 .013 .00 .UO U WE 2U.781122.74 2 .2UQ , SH 2O.7B1122.79 2 1122.79 CD 1 4 0 .9~ 2.00 .00 .00 .PO .00 , CU Q 2 2 0 .U~ 7.9b 7,17 ib.2 .U .QQ .~D 2.OQ ' ' ~ , ' ~' i~ 1 ~ ' ' , ..7r fQ51`P PA6E i KATEn 5URfAGE PkOFILE LISTiN6 TRACT 23767 - ? (OLD VAiL RANCH? STORM ~RAIN LJNE `f-4' ~lOQ FI~E: ~3F4 Ui-19-4Q STATION iNVERT DEFTN N.S. C VEL VEL ENER6Y SUPEA CRITICaL H6T1 BASEi tl NO AVBFR EIEV OF FLOk ELEV HEAD 6RD.EL. ELEV DEPTH ~IA [D ~~0. PIER VELEM 50 SF AVE Hf NORM [~EFTk ZR 2litttttt23ttttfit2ittfliiittfiill21i1tt2~iti711ttUttlttlttliittttSllitti4tiitiititttttiitilltktfftxtltititlttfl2tlttt~Iqttttitti .00 1122.36 4.320 112b.680 16.2 5.16 .413 1127.493 .00 1~451 :.0(~ ,00 .00 Q ,0 20.78 .42070 .C~p5128 .il 1.000 .6A 20.78 11?2.79 3.996 1126.188 16.2 5,1b .413 1127.149 .00 I.A51 2.00 .00 .00 0 .4 aALL ENTRANGE .0~ 20.?8 1122.79 4.IBb 1121.51b 1b.2 1~99 .Q18 112J.g94 .p0 1.Olb 7.96 3.17 .00 0 .4 tZA T1 TkkCT iS~67 - 3 i~LD 4'AIL RANCN! i~ STOFM DFnIN LINE °F-`,~' ~10~ T: FILE: UjFS Q7-19-40 S~ .9Q1122.3b I 112b.eB F 35.4311~b.Q1 1 .U13 kE 35.A31126.01 2 .290 SH 35,431126.Q1 2 i126.U1 CU 1 4 4 .OU :.00 .04 .00 .60 .0(~ CD 2 2 0 .OU 5.00 3.17 .4Q ,00 2.00 p 17.1 .U n0 .04 U 4~f FQ515P FA6E 1 NATER SUFFACE FROF]LE LI yTfNF TfiACT 232b' - ? (OLQ VAIL RANGH ) STOkB DRAIh LINE 'F-5• G100 F1LE: U3F5 07-19-90 5TATION INVERI DEP?H M.S. ~ VEL VEL EN:REV SUfER CkITICAI H6T/ 6ASE/ il h0 AVAFR ELEU 4F FLOk ELEV HfAt~ 6R~.EL. ELEV UEPTH DIA ID N0. PlEA L/ELEM SO SF AVE HF NORM ~EPTH 1R fiitt~ttl iittttilii !lttttitJlt2lttlit ittlYltiR3tt-tlttfY ttttttlttlSttiilltt lltt2tt 11-tililt tttttllttlitili#I ttitttti iJtlilttti ttt7t .00 112_.36 4.j20 1126.ti80 11.1 5,44 .469 1127.140 .i~U 1.491 2 OQ .00 .t~0 0 .6 19.54 .1G397 .005714 .11 .060 .QO 14.5p 11~4.~7 2.622 112b.'SI 17,1 5.44 .4eQ 1i27.251 .00 1.491 2.C~0 .Oi~ .00 0 .4 HY~RAULIC JUMP •~'Q 14.5D ~12d.37 .B;A 1125.24; ll.l 12.?6 2.610 1127.253 .09 1.4?1 ~.00 .90 .00 0 .0 l.46 ,103Q2 .G~`41? .OS ~660 .04 2P.S6 112A.`2 .BR9 ?125.4P4 17.1 12 bb 2.482 1121.991 .00 1.451 2.00 .06 .OU Q .0 p,73 ,int02 .Q3218? .04 .660 ,QP 2S.e9 1124~Bp .922 1125J23 17.1 1?.Oi 2ic1 Ili1.SA4 .ii0 L491 2.0(~ .C~O AO 0 .0 ?.i8 ~10302 .0.'.6394 .t'~6 .660 .90 q5,57 1125,pq .457 ll~`.99. 1;.1 iL 51 2.056 ll28.0a4 .?4 1.4?1 2.09 .4G .OQ P ,0 l~ga ,ip302 .n24912 .95 .664 .pn 27.41 112`.23 .44: i12b.~78 1?.1 IU.97 1.868 112@.(~Sb .00 1.491 i.VO .00 .QO 0 .0 1.6~ ,lr~3n2 .0219y3 .04 .e60 .00 79.53 112`.40 1.031 ?126.43? 1?.1 10.48 1.b99 1128.132 .UG 1.441 2.U0 .DO .OU 6 .0 1.37 .1Ut(i2 .01?329 .Q3 .660 .00 3n.S0 112`.54 1.071 112A.614 17.1 5.98 1.546 ?126.1b4 .i~0 1.491 2.UU .00 .U(~ n .t~ 1.15 .1t~362 ,(~1?r~sp ,n~ ,66~ .~0 ?2.05 1125.6h 1.113 1_126 Ji4 17.1 9.51 l.?05 !1_iE.i;@ .40 1.-091 2.00 .QO .OG U .0 .94 .11;02 .01505y .01 .660 .00 '2.99 1125J6 1.1`B ll2h.S16 17.1 G.47 1.2i7 117B.193 .qn 1.441 2.40 .00 .OU 0 .0 ,le .10:02 .01'314 .i~l .6d0 .06 332. FU515F PA@E 7 M~TE k SURFACE FkOfILE LISTItJ6 iRnCT 25261 - ; (OLU VA1L RANC HI STQkM DRAIN 11NE 'F-5° Q100 .ILE: USFS i~7-19-90 5TATION INVERT DEF?H q.5. 0 VEL VEL ENERBY SUF'ER CRITICAL H6T! NASEi tL ND HUFFfi ELEV OF fLUN ELEV NEAQ 6AD.EL. EIEV DEPTH DIA IU N0. FIER UELEM 50 SF AVE HF NORM DEF'TH 1fi titifttlltlllttitll ttttlttilTtltttttiittttt21ti121tJ1t1 #ltltittltittll~ll 2tttttfti tlliTttit tiittttiit ttltlxttttltttttftt tttttt ffltt 33.77 11:5,BA l.204 ;12',.043 17.1 8.65 1.161 ll29.2U3 .00 1.491 2.Q0 .i~U .pP 0 .~ .61 .?0302 .01178i~ ,01 .b6Q .40 34.38 1125,9~ 1.254 112?.1`5 17.! 8.24 1.056 112A.211 .00 1.491 2.00 .00 .09 (~ .0 .46 .lU'pp .010448 ti,00 .864 .OG ?4.84 1125.95 1.3Vi 11:1.256 11.1 7.86 ,95g 1128.215 .OQ 1.491 2.Uh .PO .OG 0 .0 .3j .!0'J02 .D04281 0.00 .660 ,00 '~5.17 11~`.48 1.3b3 1127.j47 17.1 1.49 .A72 112B.214 ,np 1.441 2.Op .00 .QU 0 .D .20 .1US02 .OU9266 n.OQ .b60 .nn 35.31 1126.np 1.424 lii'.4~7 17.1 7.15 .i93 112B.'l20 .t~0 I,A91 2.UU .00 .06 0 .U .08 .10302 .001382 0.00 .6bQ .pn 35,43 l126.01 1.4?1 :1:7.~91 1?.1 6.R1 .?20 1128.220 .UO 1.441 2.(~~i .09 ,OG 0 .i~ AALL fNT kpNCE ,pp ;{5.d3 11_2b.C1 2.534 Ii::8.5A4 17.1 2.24 .fi5 ;i28.614 .OQ 1.050 5.00 3.17 ,QO 4 .0 2LL TI TRACT 232b7 - 3{pLp VAIL RpNCH} T2 STORM DF.AIN LIHE °f-6' T3 FILE: U3Fb Di-14-40 so ,ooii~s.zi i iiv.~2 R 53.711129.33 1 .013 WE 53.711128.33 2 .20Q BH 55.71112B.33 2 1128.33 G~ I 4 0 .PP 1.`{~ .Q~ ,00 .0~ .00 C~ 2 2 4 .GU 5.34 3.1? .00 .00 2.00 p .5 .4 .pp .np 0 '~ 3N FOSISF PA6E 1 k~TER 5LikFACE Fk6FILE LI5TINe TkAGT :~2tiJ - S (OL~ VAIL kANCH ) STORM DR&IA L;NE r-e' fILE: li:Fh Oi-19-90 STATIDN INVERT DEF'TH k.6. ~ VEL VEL ENE6'6Y SUFER CRITICAL N6T/ Bp5E/ 1L NO AIBPR ELEV OF FLOa ELE4' HEA- @k~.EL. ELEV DEFTH UTA ID N0. PIER UELEM~ SQ SF AVE HF NOFM DEPTN lA it1!!lttt tttSi22fti ttlfttitiltt}tiSS2tti11t1it2tililtitt ittlt-tt tiilltittltilttltl ltRitltit tftttitllftit12fi21lttttl lttfi iiitt titit .00 1125,21 2.019 112?~2:(~ .5 .29 .QQi lii7.221 .00 ."<62 1.5~ .Op .UU 0 .0 8.18 .058U9 .n00023 0.00 .130 .{~0 A.78 1125.72 I.gpO 11~7.:_'0 .5 .28 .001 1127.221 .99 ~262 1.50 .40 .00 0 .Q 2.39 .05B04 .UQ0021 O.Un .130 .0~ 11.17 11Z5.8F 1.'d9 !12?.Z1? .`.~ .30 .P91 1121.220 .00 .262 1.56 .OP .00 6 .0 1.38 .OSBOf .400020 O.QO l ~130 .QO 1i.55 1125.4A 1.28U 112,'.214 .5 .31 .002 1i27.220 .~0 .262 1.50 .00 .PO 0 .0 1.15 .G58U4 .~U0022 0.00 .134 .LO 13.10 112b~~)1 1.213 1127.214 ..`~ .33 .0C~2 1127.221 .00 .26i 1.50 .00 .11U 6 .0 1.00 .0`809 .GODC~25 a.oo .ian .na 14.7U 112b.06 1.155 1127.~IS .5 .34 .002 1;27.221 .90 .262 1.`.~9 ~(~0 .~0 0 .Q .91 .n56U4 .~i60027 Q.Un .134 .00 i`.61 1126.12 1.10~ 112?.219 .5 .36 .Ut}2 1127.220 .(~0 .262 1.54 .np ,nn n ,p .82 .05g09 .000430 0.06 .130 .00 Ib.43 112b.16 1.054 1127.i18 .5 .3B .Oi~~ 1127.~29 .00 ~762 1.50 .00 .UO 0 .0 .;5 ,058i~9 ,Onpr~;4 9,00 .13Q .4n I7.18 l1i6.21 1.010 1127.218 .5 .S9 .i~('2 1127.220 .00 .262 l.50 .40 AU 9 .0 J2 .U5809 .OUOG38 0.00 .13G .UU ll.90 1126.25 .4b8 112;.218 ,5 ~41 .403 112i.221 .44 .262 1.5U .QQ .t~0 Q .U .b7 .OSBnq .090~~42 G.UO .130 .40 1@.57 112b.~9 .929 1127.2:9 ,5 .43 .Ui~3 11~1.221 .00 .262 1.50 .UO .OD U .0 .61 .ns809 .000045 O,nn .130 .UU Z~~ FUS15F FAFE 2 MATEh 5UFFACE PROFILE LI STINE iR~LT 2:,~67 - 3!OLD 9kIL RAN~N ) STOFM DRAIN L1NE 'F-6' FI~ E: U:fe U?-,9-90 STATIQN INVEFT 6EPTH ~,5~ G VEL VEL ENEk6Y &UFEk CkITICAI H6T1 RASEf ZL Nd AVBFR ELEV QF fLOk EIEV HEAD 6RL~.EL ELEV DEFTH DIp ID N0. f'IEk LlELE~ SG SF AVE HF NORM DEPTH 2R SIttlt~tlUitt2Si22 31fqtttitittJttti tit2ttttitititltttl iltltftt iitYl~ilpitttittl ttitiittt tiitpiil2it21ttt itlttltt itttI ~ttit 13t43 19.iB 1126,32 .943 1127.217 .5 .4b .003 1127.220 .Ui~ ,.62 1.50 .Oi~ .00 0 .Q .60 .05809 .006055 U.06 .13U .00 19.78 !126~36 .8`.~B ll27,217 .5 .4@ .nn4 11.7.221 ,9U .262 i.so .nn .oo C~ .0 „_,_, ,QSapq .006062 0.4U .1z0 .vi~ 20.:;~ Il~b.'4 .826 112?.217 .5 .56 .004 ISZI.LLI .~O ~262 1.50 .00 .00 0 .U .52 .65809 .0004?0 0.00 .13i~ .OG 2D.85 1116.4~ .795 1127.216 .5 .53 .004 112?.224 .r~n .~~~ 1.50 .00 .OU 0 .P .si .oseoa .oc~uoeo o.oo .ijo .no 21.36 112F,45 ,J6.`+ :127.71b .S .55 .9C5 I12Z [21 .00 .262 I.SO .QO .UO 0 .0 .48 .058U9 .OG0091 t~.00 .130 .00 2L 84 !126.<B J:~1 1:27.;i1G .S .58 .405 1?~7._21 .6(~ .2b2 l.SU .OQ ~00 0 .0 ,46 ,n5g9q .UOO1Q3 Q,Q4 .130 .oU 22 30 11:8.51 .,10 I127.715 ,5 ,bl .OnB 1127.221 .G4 .262 1.5n .00 .00 Q .G .qz ,05904 .O(,(,llb o,pp .130 .oo 22.73 Ii:'b.`3 .6E4 ll;'.7,215 .5 .84 .Of~d l1z1.221 .nn .2d2 1.5p .pn ,p~ 4 .p .4: ,n5gqy .0001'2 O.UO .13(~ .UO 23.14 i126.`5 .6e0 1127.214 .5 .67 .OU7 1127.221 .~C~ .:b2 1.59 .~0 .00 0 .4 .a4 .Q5804 .np9l51 U.i~4 ,i;{~ .~0 2?.54 1126.5H .63, 117L 213 .5 JO .U~iB 1127.721 .UO .262 1.50 .00 .00 U .U .;t7 .i~580R .npnll7 0.{~f~ .130 .nq 13.41 112b.6U .bl-0 11'17.213 .5 .73 .0~8 ll.7.221 .OG .2b2 1.50 .O(~ .00 ~ •`~ .tb .nSQOS A00196 O.Oi~ .UO .60 'f ) /_ , Ft~°„5F' PA6E :~ NATEk 5UkFACE f'f~DFILE LI STIN6 ' TkpCT 23267 - 3 rnLP VAIL RRNCH ) STaRM DRA1N LI~~E 'F-o' FILE: 1~3F6 Q7-14-9U STATIQN INVERT DEFTH iI.S. G VEL VEL ENEF.6Y SUPEk CfiITICAL HET/ BASE/ ZL NO AVEFR ' EIEU OF FLQii ELE~' HEAD 6fiD.El. ELEV DEFTH D1A Id M0. f'!ER L!ELEM 5~ SF AVE NF NOFN DEFTH tR ' ttpitiltlJtiilif3t ptitiltiittltiittllittt2t!lUfIlfitI itttiYiltl211t~titi ttttttt t#titlt2t ttitlttlitlittfti tttittit ititt ttii q-tSt 24.27 1126.62 .SS2 1127.21? .5 ,i7 .009 1121.221 .OQ .262 1.50 .09 .00 4 .0 , .'3 .0`809 .040223 0 A~; .130 .00 24.a(~ i!26.e4 .572 1121.211 ~5 .@1 ,U10 1127.221 .09 .:62 1.50 .04 ~00 0 ~Q ' p5809 6nnp54 On O 13Q 4U .:3 . . . . . , :4 S; i126.66 .552 112?.210 .5 .85 .011 1127.271 .00 .ib2 1.50 .P4 .00 4 .G .3i .U52~i9 .OOC?90 p,pp .130 .00 ' 25.?4 ;?i6.68 .533 1127.2Q4 .5 .&9 .012 1127.221 .90 .~62 1.50 .00 .00 0 .Q .31 .u59ti4 .OG0331 6.00 .130 .06 ' ' 514 1127 208 5 43 U13 ii27 221 00 262 1 5P C~O 00 U 0 15.55 112b.69 . . . . . . . . . . . . , .,~,1 .n58Q9 .60n371 0.40 .13~ .40 25.@2 11?6.7I .497 112?.247 .5 .4B .QI5 1127.222 .4C .2b2 1.50 .PQ .U6 0 .U ' ,y7 ,n5ap9 .OOOA31 Q,00 .130 ,00 2b.i~S 1126.?1 .ABn ll2?.2U5 .5 1.62 .U16 1,27.221 .~i9 .202 1.59 .00 .UQ Q .0 , a iso oo .~s ,r~sa~ v2 .ooo o,on . . , i6._4 ll%h~?4 .4b4 1127.204 .5 i.08 .018 1127.222 .90 .~6~ 1.59 ,00 .04 Q .0 .24 .o58t~9 .OUG56i 4.04 .i?p .04 , 16.5@ ii26.;5 .44B 112?.2n2 .5 1.13 .02p 1127.222 .00 .2d2 1.50 .DO .00 4 .0 .23 .q58Gq .U00541 0.00 .;30 .04 ' 1A Q " 2 i121 222 UQ id2 50 1 n0 60 0 0 26.81 112b.1) .433 1127.200 .5 I. . . . . . . . ~ . . , .O1 .U5809 .OOOPb O.OP .13U .00 i6.82 112F.77 .418 i127.186 .5 1~2? .f2-0 1127.219 .00 .262 1.50 .00 .04 0 .U , HYQfiAULIC ~~UMF •~~' , ' 7 4') F(i515p F'pGE 4 MFTEfi SURFpCE F'R~FILE LISTIN6 iRACT 2326' - 3(G!~ VAiI k~NGH 1 5T4RM DRAIk L INE °F-8' FI~ E: ~zF6 Oi-14-9Q 5TNTi~N INVERT QEFTH k.S. ~ VEL UEL ENikEY SUPER CRITICAL H6T; EA5E1 tL NO AVBF'F ELEV OF FIOM ELEV HEAD fik~.EL. EiEV OEPTH ~IA ID N'~. FIER UELEM 5d SF AVE HF I~UFM GEFTH 2k tftlltYtti ttttlRii; iiifiititiitiittttitltlittt~tlJ iittlt ft211t13ttXi21tii12 itilli# tltittt2F itlltitttt lit~2it ti1itl21 fiitii ttt3 fJtit 26.B2 1126Ji .t44 1126.51? .5 5,75 ,513 11~7.425 .UU ,262 1.50 .00 .O(~ 0 .Q ta.b5 .45809 .(~5'Oh4 .84 .13p .00 ?L-07 112'.b2 .lAR 1ii7Jb@ ,5 5,~; .454 1128~i2; .00 .262 1.50 .OQ .00 0 •0 4,10 ,058n9 ,9qqr78 .2n .13p .00 q5.57 ll~?.86 .154 1128.011 .5 5.21 .421 1128.432 .04 .262 1.50 .00 .00 0 .9 218 .U5849 .Q428T0 .Oq .130 .pU ?7,15 1127.58 .i59 1128.14? .5 4.45 ~381 1128.`24 .04 .262 1.50 ~U4 .QO 0 .i~ 1.43 .058Qq ,037S3b .G5 .130 .QQ 45.18 112a.ri7 .154 1128,231 .5 4.72 .3C5 1129.57E .On .262 1.54 .00 .44 0 .0 I.Qi .OSRQ9 .0;75R5 .03 .130 .40 5p,14 11Z8.13 ,I1{; 112A.2f` ,5 q,54 .315 1128.c16 .UO ~262 1.50 .(~U .UO Q .0 .i6 .Q5844 ,n28498 .t1y ,13n ,00 SO.RS 11i8.1i .178 1128.b4h .5 4.31 .2kS6 112E.634 .nC .262 1.50 .5~0 .0(~ 0 .0 .h4 .n5gt~5 .9249`2 .n2 .13U .9U 51.59 1178.<i .191 1128.:.88 .5 4,19 .i61 112B.6-09 .09 .2b2 1.SQ .00 .00 0 .0 .49 .p5R04 .021651 .~i .134 .00 52.08 1128.~3 .187 1128.422 .5 5.91 .237 i1~Q.d54 .OP .2b2 i.sa .un .o0 4 .0 .3) .05809 .~18921 .U1 .L4 .00 Sp,qS 1128.:e .191 1128.4`.~1 .5 z.%3 .:16 ili@.6bi .00 .i62 i.SU .04 .40 4 .6 .3: .u`804 .U16578 .PI .Iz9 •~'~ Sy,77 il.°.@.29 .264 112R.47d .5 3.55 .195 112A.b71 .U~ .262 1.SD .00 .00 9 .0 ,p5 ,qSAG? .014427 U.r~n .130 •Q4 , 1~Q ~ FnsiSP Pn6E 5 NATEF. SURFACE PROFILE LI STIN6 , TRA~i 2.'.•26? - 3 iOLD VAIL kAt~CH1 _ _ STCiRM DkAiN LINE 'f-t" FILE: U3Fb 07-19-40 ' 9TnTI0H IN4efiT D'tFTH 11~5. C VEl VEL ENER6Y 51lPEk CftITICAL H6T/ BA$~! tL N~ AVEFR ELEV ~F fL041 ELEV NEf,D BRD,EL. ELEV 6eFTH QI~ IU N0. FIER LlELEM 50 5F AVE HF NORM UEFTH tF ' ittttttftiititlitti lttliit2-tililtt~tttti~tlit2iti l~tittlittlttt tttiJlitltt ititttl ittItlttt Jtttt#tittlfitltl itttttti i#Xtttilit122it 53.02 il^.8.29 ..47 1128.A47 .5 3.?B .177 112@.674 .Ok .2b2 I.5Q .00 ,OQ 0 .4 t .20 .P5809 ,012549 Q.04 .130 .UO 53.27 112@.:0 .~14 ?i28.516 .5 3.23 .102 1128.67i .U~ .282 1.5p .OQ .44 P .0 ' ISU np .li .(~`Bn4 .010944 Q.O~ . . I ' S3.35 i1:B.11 .221 ?1i6.532 .5 3.04 .IAB 1128.b84 .40 .262 1.50 .OU .UP ~ .0 .13 .058U9 .OQ4595 0.00 .130 .40 ' S3,~~i 11.8.j2 .228 Ii28.547 .S 244 .134 1128.681 .00 .262 1.54 .OU .~0 0 .0 .OB .i~58Q4 .p~83?6 O.r~p .1;9 .00 , " 50 1 QO 00 0 Q 53,b0 i12$.32 .236 il [R.560 ` 2.79 .121 1128.6F1 .t~6 .262 . ~ . . , .G7 .0`804 .OOit1R 0.{~p .130 .r~~ 53.67 1128.~3 ,244 112A.571 .5 2.b7 .lil 1128.682 .QU .262 1.56 .00 .00 0 .U ' .04 .05B04 .U06391 Q.U9 .13G .:~Q S3,?1 1128.33 .252 1i28.582 .5 2.55 .lni i128,683 .00 .2b~ 1.5U .~0 .9U 4 .0 ' 00 .GO .O`8U9 .~05542 .4~ .13n . , 53,71 tt28~~3 .767 1128.`52 .5 2~12 .6R1 1128.682 .UU .2b2 1.50 .Q4 .4Q U .0 NALL ENTFANCE •~~ ' S3.'1 !128..3 .385 1128.i1` .5 .52 .004 112B.i1S .00 .175 5.3~ ;i.11 ,(iQ Q .Q ' ' ' , 1 424