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HomeMy WebLinkAboutPacket ~ SADDLE CREED ' SECTION l2 DRAINAGE REPORT PREPARED FOR: Duch Road Properties, LLC 9551 Delegate's Row Indianapolis, IN 46240 1 PREPARED BY.• Chad A. Miller Stoeppelwerth and Associates (317) 577-3400, ext.33 '•~ DATE PREPARED: March 19, 2003 ,~ ~~ ,~ .' t :' 1 i ~~i SADDLE CREEK SECTIONS 12 TABLE OF CONTENTS 1. PROJECT NARRATIVE 2. PRE-DEVELOPED CONDITIONS 3. POST-DEVELOPED CONDITIONS 4. PIPE SIZING CALCULATIONS 5. GUTTER SPREAD CALCULATIONS 6. SWALE ANALYSIS OF STULTZ-ALMOND LEGAL DRAIN 7. BACK COVER POCKET POST-DEVELOPED STORAGE-ROUTING MODEL BASIN MAPS (1) POST-DEVELOPED PIPE-SIZING MODEL BASIN~MAPS (3) OFFSITE/PRE-DEVELOPED BASIN MAP (NORTH) OFFSITE BASIN MAP (WEST) SADDLE CREEK SECTIONS 12 DRAINAGE NARRATIVE ' Ditch Road Properties, LLC is proposing the development of a residential subdivision in Hamilton County to be known as Saddle Creek, Section Twelve. The site is located on the East Side of Towne Road and the North side of W. 141 s` Street. The site is more specifically located in a part of the Northeast Quarter and the Northwest Quarter ' of Section 21, Township 18 North, Range 3 East in Clay Township, Hamilton County, Indiana. ' EXISTING CONDITIONS ' The pre-developed site of Saddle Creek is a part of a drainage basin that crosses under W. 1415` Street through an existing elliptical pipe. There is also another large watershed to the west that enters the site through two corrugated metal pipes under ` Street. Towne Road and leaves through another existing concrete pipe under 141 S Previous sections of Saddle Creek have already been designed by Paul I. Cripe, ' Inc. and built. Stoeppelwerth and Associates Inc. is finishing the remaining sections while properly tying into the existing sections. The soil of this site is mostly type C Crosby, with smaller areas oftype B Brookston, and the surface cover is entirely agricultural. There is an offsite wooded area to the east of the future location of Section Twelve. Time of Concentrations (Tc's) and Curve Numbers (CN's) were calculated for basins using 7R-55 methodology. These pre-determined values were entered into TR-20 and used to compute multiple hydrographs. 2-year and 10-year hydrographs were ' developed for the single onsite basin, and 10-year and 100-year hydrographs were developed for the four offsite basins. In determining the allowable release rate for the post-developed 10-year storm, the offsite 10-year hydrographs were combined with the ' onsite 2-year hydrograph. In a similar fashion, the allowable release rate for the post- developed 100-year storm was determined by adding the offsite 100-year hydrographs to the onsite 10-year hydrograph. Below is a list of the allowable release rates. 1 Pre-Developed Discharge at W. 141x` Street (Critical Duration Analysis) 2-Year onsite, 10-Year offsite - 338.57 c.f.s. 10-Year onsite, 100-Year offsite - 573.88 c.fs. t 1 PROPOSED CONDITIONS The detention system for Sections Ten, Eleven and Twelve of Saddle Creek will consist of four storage ponds and one dry detention basin with the final discharge point ' being the existing elliptical pipe under W. 14151 Street. To increase the capacity at this crossing, we will also add three 3b" reinforced concrete pipes. The second pond upstream from this crossing, Lake 4; will be joined with Pond 8 inPaul I. Cripe's design to ' increase the overall storage in the proposed system. Lake 5 in our design has a 12" outlet pipe that ties into existing Section Nine while a spillway will be designed to channel ' larger flows directly to the culverts crossing under 1415` Street. Due to the large amount of offsite drainage entering the system from the north, wide chvmels between the lakes in addition to pipes are being proposed between the ' lakes where possible. There is also a large amount of offsite drainage from the west as mentioned in the pre-developed conditions. This stormwater is being channeled through the southwest corner of the site similarly to its natural course. HEC/RAS modeling has ' been performed on this proposed channel to confirm that the homes along it will be protected from the 100-year storm event. Since the developer is making pronounced improvements to the crossing at W. ' 1415` Street by adding three large pipes, Stoeppelwerth and Associates is proposing that any future development in the Henley Creek watershed upstream of 141x` Street be required to meet a more restrictive release rate. This rate has been determined in the same ' manner commonly used in the county by taking the capacity at the downstream restriction and dividing that flow by the upstream acreage. We have calculated that this '. restricted release rate would be 0.62 cfs/acre. When the drainage board has accepted this ' rate, all property owners within the watershed would be required to retain more than the standard if they decide to develop their land. If this methodology is enforced, then it will benefit the existing conditions of offsite properties in this watershed and the post- developed conditions of Saddle Creek. ' The post-developed site was analyzed using a combination of programs. All pond routing and analysis was completed using Advanced ICPR. This program routes and analyzes all components in a storm system on auser-defined time interval. The second program used was StormCAD. This program analyzes pipe sizing for pipe networks other than those routing water between lakes. ' Post-developed Discharge at W. 141x` Street (Critical Duration Analysis) 10-Year 24-Hour Storm - 108.53 c.f.s. 100-Year 24-Hour Storm - 216.47 c.f.s. ~ ~UADI~:ANGLE 1~~AP ' p~ei ~^ ContOU2Interval Fj` Issued ~~ Scale j ~~~~ i ~. 0 -~ ~. ~, ~~ ~~ ~.. F~ .: z v rc r. i i i i i i i i i i i i i ~ i i i i i 1 PRE-DEVEL®PED CONDI'~I®NS 1 Saddle Creek Job # 42611 Pre-Developed Site ONSITE ac ac OFFSITE 1 __ Subbasin Area CN Agricultural (B-C) 213.90 ac 79 ac OFFSITE 2 Subbasin Area CN Agricultural (B-C) 69.70 ac 79 Total 69.70 ac 79 OFFSITE 3 Subbasin Area CN Agricultural {B-C) 53.10 ac 79 Total 53.10 ac 79 OFFSITE 4 Subbasin Area CN Agricultural (B-C) 20.14 ac 78 Total 20.14 ac 78 ~ ~ ~ ~ Saddle Creek Job # 42611 Pre-Davelopeo Site Time of Concentrations ICPR Basin Sheet Flow ManuallWl Oe3ntpBOn n m l = R~= a : T~~ 007fn1.{OffiiPz s 3 neau~ptore V = l = T1 - -w p nes~ uw, v= r= n=trr T~ tOta! ( 1 ( i Tr total (n} ~OAYI lfL7U ihrsi IIVs7 ffl) (hrsY tarsi 1min7 ONSITE A ri. 0.17 300 2.66 0.004 0.9076 Gutter/Swats 2.00 170 0.0236 Channe! 3.00 3600 0.3519 1.2831 77.0 gFF1 Agri. 0.17 300 2.66 0.004 0.9076 Gufterf Swale 2.00 1000 0.7389 Channe! 3A0 4t10 0.3808 1.4270 85.6 OFF2 OFFS A ri. Agri. 0.77 0.17 300 300 2.66 2.66 0.004 0.004 0.9076 0.9076 Gulterl Swale Gutter! Swale 2.00 2.00 1000 1000 0.1389 0.1389 Channel Channe! 3.00 3.00 1095 500 0.7014 0.0463 1.1479 1 A928 fi8.9 65.6 OFF4 Agri. 0.77 300 2.66 0.004 0.9076 Ginter/Swale 2.00 90 0.0725 Channel 3.00 460 0.0426 0.9627 57.8 1 +,. a....... x Tc9i}-C'(i F .P. rv~ A 'l.vui 'YL "3 "~l :SYid~L'Y P%•t=rrat_.e_-ems, L1 .~~ 11~-6v~ ~a`rt~t'a' TI:?.E G93. ::r1LCFI.C' «EE~i TITLn r'FSIR:.~L'#'S 'T_"".E - t'FtT1'r{~(., L(7FU1TIt$1 .~,+&1t;S1S n R!&C;F 1041 J. s3 +~:i ?9.0 1.i3 i i. _ i ~.~EFS 8 ~G~' 1 602 ...148`''3 c ~ 79.; i.16 ' 1 . 1 ( c"Z S Atii.&'S'D ~ a0= _ Z s _ 7 1 1 2 o ~4%~%' 1 ~Qt 9 5_:7S«S8 '9.0 I.(}9 1 1 1 ~r3 o l~tia?YD 4 D05 3 4 ~ _ i 1 1 1 1 S~iyU4 JCf' 567 :.11 L1I a' EgE1Cx: 1 008 1 a-4.947 :9.4 ..ZB L 1 1 1: t7~6iTE 6 rtLi3iY4 4 049 ' '~R7 ? 1 6 L L l i ': . u i 7 217AESd fi FJ,1 ..xr~trs ' cm oa7 a., h. s Lo ' z a2 24 lcsraa ^. cSihAlr 7 6a&' 009 0.0 ...!3 1.J 2 2 42 24 C2XFArt FS&X_aP 1 7 ~43JP ? 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H s~ r in i°n b z .n y u b ~ :n 3 ty :3 ~ ~ ~ =+w w cry ~~i r °' n s ~ ~t - ~ ... ra ~ 3 s (5 1 ~J :~ 1 POST-DEVELOPED CONDITIONS ' Saddle Creek- Updated 4/26/02 ' Job # 42611 Post-Developed Site ' OffSite 1 Offsite Subbasin _ __Area CN Agriculture( {B-C} 213.90 ac 79 Total 213.90 ac 79 t Offsite 2 ~ offsite ' Subbasin Area CN Agricultural (B-C) 69.70 ac 79 ' Total 69.70 ac 79 ' Offsite 3 Offsite Subbasin Area CN Agricultural (B-C) 53.10 ac 79 ' Total 53.10 ac 79 ' Offsite 4 Offsite Subbasin Area CN Agricultural(B-G} 20.14 ac 78 Total - 20.14 ac 78 Basin 807 Onsite Subbasin __ _ Area _ CN ~ Residential 4.24 ac 78 Total 4.24 ac 78 Basin 812 Onsite Subbasin Area CN Residential 1.68 ac 78 Total 1.68 ac 78 Basin 817 Offsite Subbasin Area CN Residential 1.91 ac 78 Total 1.91 ac 78 Basin 820 Onsite Subbasin Area CN Residential 2.84 ac 78 ac ' Saddle Creek- Updated 4/26/02 Job # 42611 Post-Qeveloped Site ' Basin 831 Onsite Subbasin Area CN Residential 0.58 ac 78 Total 0.58 ac 78 Basin 843 OnsitE Subbasin _______ Area CN Residential ~ 2.95 ac 78 Total 2.95 ac 78 Basin 832 ' onsite Basin 849 Onsite Subbasin Area CN Residential 4.23 ac 78 Total 4.23 ac 78 Basin 834 onsite Basin 854 onsite Subbasin _ Area CN Residential 328 ac 78 Total 3.28 ac 78 ' Basin 841 onsite Subbasin Area CN Residential 1.30 ac 78 Total 1.30 ac 78 Subbasin Area CN Residental 3.70 ac 78 Total 3.70 ac 78 Basin 859 onsite a ac ac Saddle Creek- Updated 4126/02 Job # 42811 Past-Developed Site Basin 862 onsite Dry Basin 2 Subbr Reside Total Basin 869 onsite Lake 3 Subbasin Area CN Residential impervious 8.26 ac 4.04 ac 78 98 Total 12.30 ac 85 Onsite CN Onsite Basin 870 onsite Lake 4 West Subbasin Area CN Residential Impervious 3.56 ac 1.64 ac 78 98 Total 5.20 ac 84 Onsite ' Lake 1 onsite Lake 4 East Subbasin Area CN Residential lmperoious 10.92 ac 0.83 ac 78 98 Total 11.75 ac 79 onsite Area 68 acac ac ' Saddle Creek- Updated 4/26/02 Job # 42611 Post Qeveioped Site ' Lake 5 Onsite 98 85 Offsite West Offsite Subbasin ,Area CN Agricultural (8-C}......., 236.93 ac 78 ' Total 236.93 ac 78 Offsite 854 Offsite LIV 7a ' Direct South 1 onsite CN 7R 78 Direct South 2 Onsite ac ac Saddle Creek- Updated 4126/02 Job # 42611 Post-0evelopetl Sita Time of Concentrations fCPR Basin Sheet Flow Manual (tN) 6esaiPllw n F L= P_= s = Tr= OOJtnL)0.8i(Pa a 1 pnscrlpibn V = t = Tt= tN Oe~Pllon V a L e 11= tN Ta (IOfa Tz (10fa1) rflt lu>,hn {fVfil (hls) [fVS1 (tlr [firs) {first irtdnj Lake1 Grass 0.15 110 2.66 0.02 0.1933 Gaffer/Swats 2.00 D 0.0000 Channel 3,00 0 0.0000 0.1933 11.6 Ory8es2 Grass 0.15 200 2.66 0.02 0.3118 GutteN Swafe 2.00 0 O.OODO Channel 3.00 0 O.OODD 0.3118 18.7 Lake3 Grays 0.15 175 2.66 0.02 0.2803 GutteN Swafe 2.00 D 0.0000 Channel 3.00 0 0.0000 0.2803 tfi.8 lake4 Grass 0.15 175 2.66 0.02 02803 GtrtlerlSwa(e 2.00 0 0.0000 Channel 3.00 0 0.0000 0.2803 76.8 Lakes Grass 0.15 140 2.66 0.02 0.2344 Gutter/Shale 2.DD 55 0.0076 Channel 3.00 D 0,0000 0.2421 ~ 14.5 807 Grass 0.15 155 2.66 0.02 0.2543 Gutted Swafe 2.00 35 0.0049 Pipe Flow 2.50 775 0.0861 0.3453 20.7 812 Grass 0.15 90 2.66 0.02 0.1646 Gutter/ Swale 200 295 0.0410 Pipe Fbw 2.50 7D 0.0078 0.2134 12.8 817 Grass 0.15 710 2.fi6 0.02 0.1933 Gutfer/Swats Z.00 245 0.0340 Pipe F/ow 2.50 75 0.0083 0.2357 14.1 820 Grass 0.15 115 2.66 0.02 0.2003 Gutted Swats 2.00 170 0.0236 Pipe Flow 2.50 230 0.0256 0.2495 15.0 837 Grass 0.15 70 2.68 0.02 0.1346 Gutter/Swafe 2.00 195 0.0271 Pipa Flow 2.50 0 0.0000 0.1617 9.7 832 Grass 0.15 70 2.68 0.02 0.1346 Gutter/Swats 2.00 195 0.0271 Pipe Fbw 2.50 0 0.0000 0.1677 9.7 834 Grass 0.15 100 2.66 0,02 0,1791 Gufter/Swats 2.00 170 0.0236 Pi Fbw 2.50 250 0.0278 0.2305 13.8 841 Grass 0.75 75 2.66 0.02 0.1423 Gutter/Swats 2.00 280 O.p389 Pipe Flow 2.50 265 0.0294 0.2706 12.6 843 Grass 0.15 95 2.66 0.02 0.1779 Gutter/Swats 2.00 120 0.0767 Pipe Flow 2.50 255 0.0283 0.2169 73.0 849 Grass 0.15 150 2.66 0.02 0.2477 Gutted Swale 2.00 305 0.0424 Prpe Ffow 2.50 435 0.0483 0.3384 20.3 854 Grass 0.75 '100 2.66 0.02 0.1791 Gutter/Swats 2.00 325 0.0451 Pipe Ftow 2.50 440 0.0489 0.2731 16.4 659 Grass 0.15 - 70 2.66 0.02 0.1346 Gutter/Swats 2.00 465 0.0646 Pipe Flow 2.50 780 0.0200 0.2192 13.2 862 Grass 0.15 75 2.66 0.02 0.1423 Gutter/Swats 2.00 250 0.0347 Pipe Ptow 2.50 185 0.0206 0,1976 11.9 869 Grass 0.15 230 2.66 0.02 0.3487 Gutter/Swats 2.00 115 0.0160 Pipe Fbw 2.50 520 0.0578 0.4225 25.3 870 Grass 0.75 70 2.66 0.02 0.1346 Gutter/Swats 2.00 385 0.0535 Pips Flow 2.50 760 OA778 0.2059 12.d Off854 Agri. 0.17 300 2.66 0.008 0.6878 GuteN Swale 200 925 0.1285 Pipe Row 2.50 440 0.0489 0.8652 51.9 Offsitet Agri. 0.77 300 2.66 0.004 0.9076 Cutler/Srvale 2.00 7000 0.1389 Channel 3.00 4110 0.3606 7.4270 65.6 - Offsite2 A tt 0.17 300 2.66 0.004 0.9076 Gufter/Sweie 2.00 1000 0.1389 Channel 3.OD 1095 0.1014 1.1479 68.9 Offsite3 A ri. 0.17 300 2.68 0.004 0.9076 Guttar/Swats 2.00 7000 0.1389 Channat 3.00 500 0.0463 1.0926 65.6 Oftsfte4 Agri. 0.17 300 2.66 O.OD4 0.9076 GutteN Swafe 2.00 90 0.0125 Channel 3.00 460 0.0426 0.9627 57.8 Off West Agri 0.17 300 2.66 O.OD4 0.9076 Gutter/Swafe 2.00 d515 0.6271 Pipe Flow 2.50 0 OAODO 1.53d7 94.1 Oirect S1 Grass 0.15 290 2.66 0.004 D.799i Gutfer/Swafe 2.00 850 0.1181 Pipe Ftow 2.50 70 0.0078 0.9250 55.5 Direct S2 Grass 0.15 770 2.66 0.02 02738 GuherJSwata 2.00 0 0.0400 Pipe Flow 2.50 70 0.0078 0,2616 16.9 ~. .em....'::' 4 +av~~ :::- xe'e •_ i. e- .'. .. Y. iaa ..::... 4s..... .:3::w. ..:.5=.~f:-c. Advanced Enterconnec led Channel $ Rond Routing {ICPR Ver 2.20} Cll Copyright 1995, Sireaml ine 7ecbnotog fes, }nc- SAOOLECREEK, OVERAII POST-OEVEEOPED CONOIIION it57 xxxxx:xwx. }nput Report •wxw-wxx wx•wwwwxwwwwwxwxxxxxxwwxwwwxxxxx~wwwwrwwxx xxxxxw ________C lass: Node____________________________ ________________ ____ _________ Name: BoXN Base Ft ou<cfs }c 0 Init gtageCf U: 900.23 Group: BASE Uarn Stage<ft): 904_17 CcimlenC i 1 Stage(tU Areaf ac) 900.23 0.01 904.17 0.01 ________CLass: Node_________________________________________ ___________ Name: 80XS Base Ft ou(cf s): 0 [niY Stage(ft)= 900.23 Group: BASE Unrn Stage(f U: 904 Comment; Stage(f t3 Aroa(ac) 900.23 0.01 904 0.01 _______..Class: Node___'__. .................._______________________._ Name; DRYBA52 Base Fl ov(c ts>: 0 tnit Stnge(fU : 906.19 Group: BASE l7a rn Stage<ft): 909 comment: Stagetft) Area(ac) 906.14 0 907 0.28 908 0.58 909 0.85 910 1.11 .._..... Class: Node_____________________________________________________________ Name; LAKE1 ease Floc+t cfs ): 0 Init Stage(tt): 906 Group; BASE Warn Siage(f U: 9D9 Comment: StageCfU Area(ac) 906 1.64 407 1.87 908 2.1 909 2.33 910 2.56 417 2.74 1 Advanced Interconnected Channel & Pand Routing (fCFR Ver 2.20) [27 Copyri4ht 1995, Streamline Technologies, Inc. SAOOLECREEX, OVERACT. POST-DEVELOPED CONDI7ICN %57 +++++..++x (n(,ttlC Repori »++»»++x++x++•xxx+-sx+xxxxx»x»xxxrxxxxx+xxx+x+.+...xxxxx ________Class: Node___________________________________ __________________________ Name: LAKE3 Base Flow(cfsl: 0 Init SCage(f U• 903.5 Group: BASE L/arn Staga(ft): 908 Comment: Stage(ft) Area(aC) 903.5 3.52 904 3.85 905 4.41 906 4.47 907 5.29 908 5.67 909 5.93 ---""'Class: Node-•~------"--"--- Name: LAKE4 Base Fl ow(cf s): 0 Group: BASE - comnent: t nit Stage{ft3: 900 earn Stage{ft): 405 Staget fT) Area<aU 900 2.47 901 2.75 902 3.03 903 3.31 904 3.59 905 3.87 906 4.15 ________Class: Node________________________________________________ Name: LAKES Base Flow(cf s): D lnft Stage(ft): 900 Group: BASE darn Stage(tt): 905 Comment: ' Stage(f2) Area(ac) 966 0.81 901 0.92 902 i.03 ' 903 1.14 904 1.25 905 1.36 906 1.47 ________Class' Node_____________________________________________________ ' Name: IXJTLET Base Fl ow(cfs ): 0 lnit Stage{tC): 896 Group: BASE {Darn Stage(ft): 899 Comment: Time(h rs> Stage(fU 0 896 12.5 899 30 896 .x ..~`k?4 .;---hex _ '.C..- -.v ~~ asm ~ .~' a Y..S «_ ® 4 v~~ n _ ~°m-s~m+ei ice.-.-FaY~ Advanced lnterconneCted Charnel 3 Portl RoutSng (ICPR Ver 2.26) (3) Copyright 1945, Streamline Technologies, Inc. SADOIECREEK, OVERACk ?OST-OEVELOPEO CONDITiDN ~Y57 .+......»,. Input Report ........wwr ........ ......... .::...~...+ ...~.<..<.z~...... .....-..Class: Node_____ ________ _________ _________ ___________ ___ _______________ Name; GEC9-L7 Base H ou(cf~): 0 _ tnit Stage(f U: 400 Group; BASE Warn 4t age<ftY- 902.45 ' Comment; Time(hrs} Stage<ft) D 400 10.4 902.45 ' 30 900 _ "-'-"'Class: xode_._ ..___-" __________ __________ ___-__.. _.____.........___ ' Name: SECT9 8a~e Ft oW(cf s): 0 Inii Stage(ft ): 898.32 Group: BASE Warn Siage(ft): 901.32 ' Comment: iimr(h rs) Stage(ft} 0 898.32 12.5 901.32 ' 30 898.32 ________Class: Node ...... _________ ....... __________ _._ _______ ____...._...._____ Nanm: STR825 Base J Fl ou(cfs}; 0 [nit 9 SCa a{f LJ: 902.85 Group: BASE Warn Stage(fU: 909.5 ' Comment: S tage<fU Area(ac) 902.85 0.0002 909.5 D.0002 .....~: Ct ass: Node ...... Name: STR828 Base ................. Flou(cf^, J: 0 .......... [nit .. .9___..._ Sta e(ft)~ ___.________.__._ 905.09 Gra BASE Warn Stage(fU: 409.3 Comment: Stage(ft} Area(ac) ' 905.09 0.0002 904.3 O.OOD2 ._______Class: Node"--- " -----__.___-_- ____..- - -' ......... ..... ............ ' Nanm: STR830 Base Group: BASE Ftou(cfs): D [nit Warn Stage(ft): Stage(tt): 905.44 911.8 Camient: Stage(ft} Area(ac) 405.44 0.0002 ' 411.8 0.0002 .,......... ': fs«.. _... .„:aR.. .-,... £~T1..,.,,.- a`.'.:. _ ~~:,"'. r4° ~ as.3 L. _i; :x J..,.ea ' d+_, '&'a a.L a ,x__.+ ,:. ....~a.w1...a~? ' Advanced Interconnec:ed Channel 3 Para: Routing (fCPR Ver 2.Z0) [47 Copyright 1945, Streamline Tech not ogles, Inc. SADDLELREEK, OVERALL POST-DEVELOPED CONDITION #57 .....:.... Input Repor[ ,««««««. ..+.,,«««,«.«««««.«««....>.«««« .« ............... _____...C1 a55: Node_____________ _______________________ ....... ......__._. _. _... Name: STR831 Base Flou(cf 9 s): 0 Init Sta e(fU ; 905.59 Group: BASE Yarn Siage(tt): 910.94 ' Comment: Stage(fU Areo(aC) 905.59 0.0002 910.94 0.0002 ._..____Cl ass: Node_____________ _______________________ __..... .___.___________. ' Name: STR832 Base Ftou(cf 9 s): D Init Sta e(t2 ): 905.64 Group: BASE Yarn Stage(ft): 910.94 Comment: ' Stage(fU Area(ac) 905.69 0.0002 910.94 0,0002 ._______Class: Basin____________ _______________________________ _______________ __ Basin: BAS807 Node: LAKES Siatus: On Site Type: SCS Unit Hydr ' Group: BASE Unit Hydrograph: Ux484 ~ Peak Foctor. 484 Rainfall File: Storm Duration(hr5 ): 0 ' Rainfall Amouni(in): 0 Area(ac ): 4.24 Concentration iinre(min): 20.7 Curve #; 78 lime Shift(h rs ): 0 DCIA(X): 0 " " " "Class: Basin-.___'______ ____________ °_________________ _________'____._. Basin: BA5812 Node: LAKES Status; On Site Type: SCS Unii Hydr Group; BASE Unit Nydrograph: UH484 Peek factor: 484 ' Rainfall Fite: Storm Durntion(h rs ): 0 Rainfall Amount(in): 0 Areo(ac ): 1.08 Concentraii an Time(min): 12.8 ' Curve #: 78 DCIA(X): 0 Time 5hitt(h rs ): 0 Advanced tntercanner. ed Channel ~ Fond Routs ng (ICPR Var 2.20) [51 Copyright 1945, Streamline Technologies, inc. SADDLECREES, OVERALL FOS7-DEVE LOFEO CONp S7 [ON #57 .~.~xr..-«. InFux Rep ort x...... :..........:.....x<.x~.:.:: .~.......«,.+....+~.-i...~~ __C lass: 8asin ___________ ______ _______ Basin: 8A58T7 Na de: LAKES Scotus: On Site typ e: SCS Unit Nydr Group: BASE Unit Nydrograph: Rainfall File: UN484 Peak Factor: Storm Duration{h rs ): 484 0 Rafnfatt Amount(iN: 0 0.rea(ac): 1.91 Concentration Time(mirU: 14_t Curve #: 78 Time Shift(h rs ): 0 ' OCIA(X): 0 ________C(ass: Basin Basin: BA5820 No ___________ de: LAKE4 ___________...____._..._.Yp Status: On Sita t .,________...y_________ e• SCS Unit H dr Group: BASE unit Hydrog raph: UN484 peak Factor: 484 Rainfall Fite: Storm Durati bn(hrs): 0 ' Rainfall Amountt irU: Area(ac ): 0 2.84 Concenxrati on iime(min): 15 Curve #: 78 ii me Shift(hrs ): D DC1At%): 0 _____._.Class: east n________________________________________________._____._..... Basin: 8A5831 Node: STR837 Sio tus: Ort Sitc Type: SCS UniT Hydr Group: BASE Unit Hydrograph: UN484 Peak Factor: 484 Rainfall Fite: Storm Durati on(hrs): 0 Rainfall Amount(irU: 0 Areal ac): 0.58 Concentration Time(min ): 9.7 Curve #: 78 Time Shif C(hrs): D DCIA(X): U ___.._.. Cl ass: Basin ____________ _________________________ _________________ Basin: BA5832 Node: STR832 Status: On Site Type: SCS Unit Nydr Lroup: BASE Unit Hydrbgraph: UN484 Peek Factor: 484 Rainfall Fite: Storm Duratibn(h rs ): 0 Rai of al( grtwunx(in): 0 Area(ac): 0.56 Concentration Time(min): 9.7 Curve #: 78 Time 9hift(hrs): 0 DCIA(X3: 0 Advanced interconnected Channel $ Pond Routing (1CPR Ver 2.20) [b} Copyright 1495, Streamt ine Technol agies, Inc. ' SADOIE CREEK, OVERALL POST-DE~lELOPFD CONDITION #57 ++xxxvv+xx Inpuk RCp ofL `xxx+.x +w++wx+++wwwxw+wwx++++x+++x xxvxxx xxxxxxrxxxxxwx+r ' __Ct ass: 6asi n_ __________ ________________________ Basin: BAS834 No de: LAKE3 Stakus: On Site Type : SCS Unit Hydr Group: BASE Unit Hydrograph: Rainfall Fite: UN484 ,Peak Factor. Storm Duration(hrs): 484 0 Rainfall Amount(iny 0 Area(arJ: 3.28 Concentration Time(mirU: 13.8 Carve #: ?8 Time Shift(h es): 0 ' .. __....Class: Bas in___________ Bastn: 8AS841 Node: LAKE3 ____ _________________________ SC at us: On Site Type; SCS _ _______________ UntC Hydr Group: BASE Unit Hydrograph: UN484 Peak FaC Caf: 484 Rainfall File: Storm Duration(hrs): 0 ' Rai nfatt Amount(iN: Arca(ac }; D 1.3 Concentration time(min): 12.b Curve #: 74 Time Shift(hrs ): 0 DCIA(X): 0 ' _____.__Ctass: easim __________ ___________________________ _ _____ ________________ Basin: BA5843 wad e: LAKE3 Scotus: On Site Type : SCS Unit Hydr Group: BASE Unit Hydrograph: UN484 Peak Factor: 484 Rainfall Fite: Storm Duration<hrs): 0 Rainfall Amount(in); D Area(ac): 2.45 Concentration Time(minl: 13 Curve #: 78 Time Shi ftCh rs): 0 ' DCIA (X>: D -•.___..Ct ass: Basin_ __________ ___________________________ ______ __________ Basin: BAS849 Nod e: LAKE3 Status: On Site 7ypC : SCS Unit Hygr Group: BASE Unit Hydrograph: UN484 Peak Doctor: 484 Rainfa(f Fife: Storm Duration(hrs}: D Rainfall Amount(in): 0 Area(ac ): 4.23 Concentration Time min): 20.3 Curve #; 78 Time Shift(hrs 3: 0 DC1A(X}: 0 1 °h an mss' »-,.a' i __ w. v , ~ i r m _ _,-. ,. _ _ ..,.m_ _ - "°°dm ,_ a Advanced Interconnected Channel 8 Pood Roux ss"ng (SCPR Ver 2.20) C71 Capyright 1995, 5xrcam(ine Technot ogies, fna_ ' SAODLECREEK, OVERALL PQ57.OEVE LOPED CONDt TION #57 .:_:++.:+. Input Rep ort •"+.++ +.w..+,.+++.+++~.+++...:...:+ .«.+.......w~:<..:::.:~ -•Cl ass: Basin - ------- - Basin: BAS854 Node: LAKE3 Status: On Site Type: SCS Unit Nydr " Group: BASE Unit Hydrograph: Rainiatt Fite: UN4$4 .Peak Factor: Storm Duration(h rs ): 484 0 Rainfall Amoun[(in): 0 Aren(ac): 3.7 Concentration Time(mi n): 16.4 Curve #: 78 time Sh if t(hrs ): 0 ' .._.._.•Cl ass: 8asin___________ Basin: 8A5859 Node: LAKE3 ________________________~,___________Y Status: On Sire T SCS Uni[ N dr Group: BASE unit Hydrograph: UH484 Peak Factor: 484 Rainfall Fite: Storm Duration(hrs): 0 Rainfall Amaunt(in): 0 Araa(ac): 2.95 Concentration time(min7: 13.2 Curve #: 78 Time Shift(hrs ): 0 DC1A(X): 0 ________Class: Basin____________________________________________________________ Basin: BAS862 Node: DR YBA52 Status: On Site type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH484 Peak Facfor: 484 Raintnt[ File: S[orm Ouration(h rs): D Rainfall Amount(in): 0 Area(ac): 1.03 Concentration Ti me(min): 11.9 Curve #: 78 lime Shift(h rs): D DCIA(X): 0 -------Class: Basin------•-- Basin: 8AS869 Node: LAKE1 Group: BASE Unit Hydrograph: UH484 Rainfall Fite: Rainfall Amount(in): 0 Area(acl: 6.43 Curve #: 78 OCIA(X}: b Sfafus: On Site Type: SCS Unit Hydr Peak factor: 484 Storm Ouration(h rs ): 0 Concentration Time(min): 25.3 i ime Shift(h rs ): 0 Advonced interconnected Channel 8 pond Routing U CPR Ver Z 203 C87 Capyn ght 1995, SveamL ne iechnatagi es, tnc_ ' SADD LECREEk, OVERALL POSi-DEVE lCPE6 CONDITION #57 ++wwwwww»» [npuT ReparC .ww»www.aa+aawwww+.•aaa»aa+++a.+«++»»w»+aa.+.++++:a+++w --Class: Basin-•-----• Basin: 8AS870 No de: L;IKEt Sixtus: On Site Typ e: SC5 Unit Hydr Group: BASE Unit Hydrograph: UH484 ,Peak Factor: 484 Rainfall File: Storm 6uration(h rs): 0 Rainfall Amount(in): 0 Area(ac ): 2.2 Concentration Time min): 72.4 Curve lt: 78 Time Shift(h rs ): D ' OCIA(X}: 0 _. ----•-Cl ass: Basin_ ___________ _________________________ _______________________ Basin: 0[RECTSI No de: DIRECTSI Status: On Site Typ e: SCS Unit Hydr Group: BASE Unit Hydrograph: UH484 Peak Factor: 484 Rainfall Fite: Storm Duraxion(h rs ): 0 ' Rai mall Amaunt(irU: Area(ac }; II ~. 76 Concentration Time(min): 55 S Curve H: 78 Time Shift{h r53: 0 OCIA{X): 0 i 1 .______.Ct ass: eosin.-.-.----~_____________________ _________________________ Basin: DIRECT52 Nade: DIRECTS2 Status: On Site type: SCS Unit Hydr Group: BASE Unit Hydrograph: UH484 Peak FacT Or: 484 Rainfall Fite: Stnrm Duration(hrs): 0 Rai nfa(t Amount(in): 0 Area(ac ): 3.96 Concentration TimefmirU: 16.9 Curve H: 78 Time ShifC(hrs}; 0 DCIA(X): 0 --------class:. Basin------------- 8asin: ORY8AS2 Node: DRYBAS2 Group: EASE Unit Hydrograph: UH484 Rainfa(( File: Rainfal! Amount(in): 0 Area(ac }: 3.68 Curve q: 7II DCIA(X): 0 Status: On Site Type: SLS Unit Hydr Peak Factor: L84 STOrm Duration(hrs): 0 Concentration Time(mi n): 18.7 Time Shift(hrs): 0 1 Advanced Interconnected Ch anne( & Pond Routing (I CPR ver 2.20) [4] Copyright 7495, 5iream(ine Technotogi es, Inc, SADOLECREEK, OVERALL POST-DEVELOPED CONDIi10N ',157 xa~xs~x... Input RepaC2 • x*r*++xxvyyyrxMr>+wwx++xw+.~>...~..a+++ti..... Ry,ar.. ______ Class: Rasin________________________ ___________ ........____ ....._.. Basin: LAKET Node: LAKET yp y Status: On Site i e: SCS Unit N dr Group: BASE Unit Hydrogrnph: UNL84 Peak Foc tor; 484 Rainfall File: Storm Dure tian(h rs ): 0 Rainfall AmountCin): 0 Area{ac ): .. 71 Concentration Ti me(min}: 11.6 Curve #: 85 time Shift(hrs}: 0 OCIAtX): 0 •------Cl acs: Rosin -------- Basin: LAKE3 Na de: LAKE3 ' Group: BASE Unit Hydrograph: UH484 Rainfall File: Rai of alt Amount(in>: Area(ac): 0 12.3 Curve #: 85 DCIA(X): D i Status: (ki Site Type: SCS unit Hydr Peak Factor: 484 Storm Duration(h rs): 0 Concentration Time(miN: 16.8 Time Shift (h rs}; 0 __..____Class: Basin________.__ .._..___.._________________ _ ________________ Basin: LAKE4E Node: LAKE4 Status: On Site type: SCS Unit Nydr Group: BASE Unit Nydrograph: UH484 Peak Factor: 48L Rainfall File: Storm Duraiion(h rs ): 0 Rai nfal( Amount(in): 6 Aree(ac }; 11.75 Concentra tian TimeOniTJ: 16.B Curve #: 79 Time Shift(hrs): 0 DCIA(X): 0 -----•--Cl ass: Basin ---•----- Basin: LAKE4L1 Node: LAKE4 Group: BASE Unit Nydrograph: UH484 Rainfall file: Rainfall Amount(in): 0 Area(ac ): 5.2 Curve #: 84 DCIA (X): 0 Status: On Site type: SCS Unit Hydr Peak Factor: 484 5t orm Ourati on{h rs }:0 Concentrati an Time(min): 16.8 time SHifi(hrs>: 0 Advanced 2n LerconnecCed Channel 8 Pond Rauit ng L1 CPR Ver 2.203 t'!O7 Copyright 7945, 52reaml ine Technologies, [nc_ $ADOIECREEK, QVERALt pOS7 -DEVELOPED COND RtON #57 ++.++++:«. Input Report ~+++..+~++++++.+++.++++++++++.++++++....+..«««:++++.+++: --Class: Basin -------- Basin: LAKES Node: LAKES Status: Qn Site Type: SC$ Unit Hydr Group: BASE Unit Hydrograph: Rainfall Fite: UH484 -Peak Factor: 484 Storm Duration(hrs ): 0 ' Rainia(( Amount(in>: d Area{ac3: 2.21 Concentration Tiirm(min): 74.5 Curve #: 85 lime Shift(h rs ): 0 ' DCIA(X3: 0 ._______Class: Oasin___________ Basin: OFF854 Node: LAKE3 _________________________________________________ Status: Off Site Type: SC5 Unit Hydr ' Group: BASE Unit xydrog raph: UH484 Peak Factor. 484 Rainfall Pile: Storm Duration(hrs ): 0 Rai of alt Amouni(in): Area<ac): 0 3.67 Concentration Tjme{min): i1.4 Curve #: 78 Time Shift(hrs ): 0 DCIA(X): 0 ._______CF ass: 8asin ____________________________________________________________ Basin: DFFSITE7 Nade: IAKEI Status: Off Site Type: SC5 Unit Hydr Group: BASE Unit Nydrograph: UN484 Peak tat tor: 484 Rainfall Fite: Storm Duration(hrs): 0 Rainfall Amount(irU: 0 Area(ac}: 213.4 Concentration Time(miN : 85.6 Curve #: 74 Time Shift(h rs): 0 DC[A(X): 0 --------Class: Basin-- -------- Resin: OFFS)TE2 Made: LAKE4 Group: BASE Unit HYdrograph: UN484 Rainfall File: Rainfall Amount(in)c 0 Area(ac): 69.7 Curve #: 14 DCI A(X): 0 Status: Otf Site Type: SCS Unit Hydr Peok Factor: 484 Storm Duration(hrs): 0 Concentration Time min): 68.9 Time Shift(hrs): 0 xs ...... .. .. .... -. ~,t._x4n '.:e4wx~..v. -- .. ~.. .. ....-... °w: ~:n.. ~ Yi -..? ...._ ., u4a .__ ,. ._.~-Gii:+ .. ds~.t-'°.- Advanced lntarcannec led Cbannei d Pond 3ouci ng SICPR Yer 2.203 It p Copyright 1995, Streamline Technoi ogi es, tnc- ' SADOLECREEK, OVERALL PGS T-DEVELOPED CONDITION #S7 ++......~. Input Report =.x.><~~~......> ...............,...F............<....r.~ __C(ass: Basin ___.._______ __________ __-______-__ Basin: DFFSI7E3 Node: CAKE4 ' Status- Off Site T e- SLS Unit H dr YP - Y Group: BASE ' Unit Hydrograpb: Rainfall File: uH484 ,Peak Factor: Storm Duration(hrs): 484 0 Ra infal( 0.rtaunt(in}: D Area(ac}: 53.1 Concentration tuna(min): 65.6 Curve #: 79 Time Shitt(hrs): D DCtA(7.3: 0 ________Clasa: Basin___________ Basin: OFFSITE4 Node: LAKE1 ________________________~..._________Y_____-__.. Scotus: Off Site T SCS Unit H dr Group: BASE Unit Hydrograph: UN484 Peak Factor: 484 Rainfall file: Storm Duration(h rs ): 0 Rninf all Amount(in): D Aree(ac }: 20.14 Concentration Time(min): 57.8 Curve #: 78 time Shi tt(h rs ): 0 OCIA(%): 0 1 ____-___Class: eas in ____________________________________________________________ Basin: OFFNEST Nodc: OFFUEST Status: Otf Site Type: SCS Unit Hydr Group: BASE Unit Hydrogroph: UN484 Peak Factor: 484 Rainfall Fite: Storm Dureti on(hrs>: 0 Rainfall Amount(in): 0 Area(ac ): 234.93 Concentration Time(min): 92-i Curve #: 78 Time Shitt(hrs): D DCIA(X): 0 - ------Class: Basin---------- Basin: ONSI7E Node: ONSITE Group: BASE Unit Hytlrogcaph: UN484 Rainfall File: Rainfall Amount(irU: 0 Aree(ac ): 81.14 Curve #: 74 DCIA(X): 0 Status: On Site type: SCS Unit Hydr Peak Factor. 484 Storm Duration{hrs): 0 ConC enCraTi on Ti me(min}: 77 Time Shift(h rs ): D Advanced Interconnected Channet R Porxi Routing tIGPR Ver 2.207 (121 Copyright 7994, Streamline technologies, [nc. SADDLECREEK, OVERALL POST~DEVE!OPED CONDItION x57 ..: rr<:.ws input RePor: .>.,...r..«wwia.....~.......:~,r..r..~....~..w~«+........: ________Ct ass: Pipe_________________________________ ____________________________ Name: 48N-485 From Node: 60%N Lengih(ft} : 39 Group: BASE io Nade: BOKS Count : 3 ' UPSTREAM DOWNSTREAM Equation: Average K Geometry: Circular Circular Flaw: Both Span(irU: 3d 36 Entrance Loss Coef: 0 Rise(in): Invert(f t}; 36 898.74 36 898.74 Exit Loas Coef: Bend Loss Coef: 0 0 Manning's N: 0.073 0.073 Outlet Cntr( Spec: Use do or Cu Top C(ip(in): 0 D Inlet Cntr( Spec: Use do Bottom Ct ip(irt}; p D Stabilizer Option: None 1 Upstream FNWA Inlet Edge Description: ' Circular Concrete: Square edge u/ headwall Downstream FNWA Inlet Edge Description: 1 t Circular Concrete: Square edge w/ headwall 1 1 ' ______..Ctass: Pi pe___________ ___________ _____________________ __________________ Name: 825-L4 From Node: STR825 Length(f U: 435 Group: BASE UPSTREAM io Node: DOWNSTREAM LAKE4 Count: Equation: 1 Average K Geometry: Ci rcu(ar Circular Ftow: Bo[h - Span(in): 12 12 Entrance Loss Coef: 0.5 Rise(iN : [nvert(fT7: 12 902.85 12 900 Exit Loss Coef: Bend Loss Coef: 0 0 Manning's N: O. D13 D.013 Outlet Cntrl Spec: use do or tw top Cl ip(irU: 0 0 Inlet Cnerl Spec. Use do Bottom Cl ip(in): 0 0 Sta6ili zer Opxi on: None Upstream FHWA Inlet Edge Description: ' Circular Concrete: Square edge uJ headwall 1 7 Downstream FNWA Inlet Edge Descript tan: Circular Concrete: Square edge wl headwall t i 1 Advanced Interconnected Charwet 3 Pond Routing <i CPR Ver 2.20) j737 CapyrighC 1995, Streamline Technologies, Inc_ ' SADOLEtREER, OVERALL RCS T-DEVE LOPED CONO tTION #5? +•,•~•`•+•" Input kepor'C " - *+*"*++++++++ +++....:w+++.+.+.+.+. ...+++a:+«+.++*«... ' --Class: P ipe---- Name: 82H-L3 From Node: STR828 Length(ft) : 346 Group: BASE UPSTREAM To Node: DOUNSTREAM LAKE3 Count Equation: : t Average K Geometry: Circular Ci rcwl ar Ftou: BoCh Bpan(in}: Z7 27 Entrance Loss Coef: 0.5 Rise(in}; 27 27 Exit Loss Coef: 0 lnvert(ft ): 905.09 903,5 Bentl Loss Coef: 0 Manning's N: O.D13 0.013 Outlet Cntrl Spec. Use do or tw top Ctip(in): D 0 Inlet Cntrl Spec: Use do ' Bottom Clip(in): 0 0 Stabilizer Option: None Ups Cream FNUA tntet Edge Description: Circular Concrete: Sq Douns tream FNUA Inlet uare edge w/ heedwa It Edge Description: t 1 Circular Con crete: Squ are edge u) headwall t 1 ' -__..__. Class: Pi pe________ ______________ ____________ _________ __________________ Name: 830-eZH from Node: SiR830 Leng[h<f t): i0H ' Group: BASE UPSTREAM To Node: DOWNSTREAM STR828 Count: Equation: 1 Average K Geartietry: CircuLnr Circular flow: 80th Span(in): RisefiN: 27 Z7 27 27 Entrance Loss Coef: Exit Loss Coef: 0.5 0 ' Invert(ft): 905.44 405.09 Bend Lass Coef: 0 Meaning's N: 0.013 0.013 Outlet Cntrl Spec: Use do or to Top Clip(irU: 0 0 Inlet Cntrl Spec: Use do Bottom Clip(in}: 0 D Stabilizer Option: None Upstream FNUA Inlet Edge Description: ' Circular Concrete: Square edge w/ headwall t 1 Downstream FNUA Inlet Edge Oescn ption: Circular Concrete: Square edge w! headwall 1 1 u LI 1 Advanced interconnected Channel 8 Pand Routing (ICPR Ver 2.263 C74j Copyright 7995, SL^eam(ine 7ec)tno[ogies, Inc. SADDLECREEK, OVERALL P05T-OEYELOPED CONDITION N51 xrxxxxwrrr 7npuT Report xwxxxxxxwwrwrrrxxxxxxxxxw xxr rxwwrxxxxxxxx rwwtwwxwwxxxxxx ________Class: Pipe__________________________________________ ___________________ Name: 837-830 From Node: STR637 Leng th(tt) : 46 Group: BASE Ta Node: STR830 Count : t UPSTREAH DOWNSTREAM Equation: Average K Geometry: Ci rcut ar Circui ar Ft ow: Both SppnH n): 27 27 Entrance toss Coefc 0.5 Rise(in): 27 27 Exit Lass Coef: 0 Inver t(ft): 405.59 905.44 Bend Loss Coet: 0 Menning's N: 0.013 0.013 Out(et Cntr( Spec: use do or tw Top C{ip(iN : 0 0 Inlet Cntr( Spec: Use do Bottom Ctip(in): 0 0 Stabi tizer Option: None Upstream FNWA In(et Edge Oescriptian: Circular Concrete: Square edge w( headwall Downstream FNWA tnlet Edge Description: Circular Concrete: Square edge w/ headwall 1 1 7 1 l ._______C{ass: Pipe_________ _____________ _________ ______ ______ __________________ Name: 832-831 From Node: STR832 Length(ft Y 30 Group: BASE To Node: STR837 LounC 1 UPSTREAM DOWNSTREAM Equa Lion: Average K Geometry: Circular Circular F(ow: Bath Span(in): 24 24 Entrance Loss Coef: 0.5 Rise(in): 24 24 Exit Loss Coef: 0 Invert(ft): 905.64 905.59 Bend Loss Coef: 0 Menning's N: 0.013 D.073 Outlet Cntrl Spec Use do or tw top C(ip(in): 0 0 Inlet Cntr{ spec: Usa do Bottom Clip(in): D 0 Stabili zer Option: Nana Upstream FNWA Inlet Edge Description: ' Circular Concrete: Square edge w/ headwall 1 1 Downstream FNWA Inlet Edge Desc riptiom Circular Concrete: Square edge w{ headwal{ 7 1 L 1 1 Advanced Interconnected Charu:ei 3 Pond Rooting (ICPR Ver 2.20) (15l Copyright M1445, Sireamt ine Technot ogles, [nc. SADOEECREES, OVERAII POST-DEVELOPED CONDiTi 6N t<'S7 »»..,.»»»»» Input RePOrt "'».. ........«... ..:_»».»»...«.r..»www» »».»»»»»»»»»»»»»»» ______._C1a55: P ipe__________ ___________ ____________ __________ __________________ Name: BN -BSN1 From Node: eOxN Length(ft): 27 ' Group: SASE UPSTREAM To Node: DOWNSTREAM 80%S Count: Equation: 1 Average K Geometry: Nor Et tipse Hor Ellipse Flou: Bath Spen(iN: 45 45 Entrance Loss Coef; 0.5 Rise(in>: 29 24 Exi[ Loss Coef: D ' Invert(f U: 400.23 900.23 Bend Loss Coef: 0 Monolog's N: 0.024 0.024 butt et Cntrt Spec: Use do or to Top Clip(in): 0 0 inlet Gntr( Spec: Use do ' Bottom Ctip(iN : 0 0 Stabiti zer Option: None Upstream FHWA Inlet Edge Description: ' Horizontal Downstream Et(ipse Concrete: Square FNWA Inlet Edge Descripti edge with headwall on: 29 1 Horizontal Ellipse Concrete: Square edge ui th headualt 24 1 ' _____.__Ctass: P iPe___________ _________... ....._______. _..._.._ __________________ Name: D82-832 From Node: DRYBAG2 langth(ft): 155 ' Group: BASE UP5 TREAM To Node: DOWNSTREAM STR832 Count: Equa Ciao: 1 Average K Geometry: Circular Circular Fl ou: Both Span(in): Rise(in): 24 Z4 24 24 Entrance Loss Coef: Exit Loss Lnef: 0.5 0 ' (nvert(ft): 904.14 905.69 Bend loss Coef: D Monolog's N: 0.013 0.013 Outlet Cntrl Spec: Use tlc or to Top C(ip(in}: 0 0 Int et Cnirt Spec: Use do Bottom Llip(in): 0 4 Stabilizer Option: None Upstream FHWA ln4 et Edge Description: Circular Concrete: Square edge u/ headualt 1 1 Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge u/ headualt 1 1 .:'~... P i .. a ='~s, r ray. ".~S...sT li x a - .. _ ~ ss ... nn. '.".v3.-a'p .. . , k. fie. ~ °" x=Y- i ' Atlvanced Interaannected Channet 3 Pond Rooting (2CPR ver 2.2Q) tib7 Copyright 1995, Streamline Technatogi es, [nc. ' SADDLECREEK, gVERALL POST-DE`tELOPED CONDITION #57 ' +.»xxxwxxx InpUT Report »+x~w.xx»w»»»»r++r+++xx»»»w»xxw»xx+++wwx»x»wrrrr+++r«+ ~_____ ________Class: Pi ________________________ ____________ ___ _______________ Nm~: L1-828 From Node: LAKEt Length(ft): 295 Group: BASE To Node: BTR828 Count: UPSTREAM OOGNSTREAM Equation: 1 Average K Geometry: Circular Circular Flaw: Both Bpan(irU: 12 12 Entrance Loss Coef: 0.5 Rise(in): 72 12 Exit Loss Coef: D ' Inveri(ft ): 906 905.09 Bend Loss Coef: 0 Monolog's N: 0.073 0.013 Ouclet Cntrt Spec Use do ar tw Top Cl ip(inJ: 0 0 Int et Cntrl Spec: Use do Bottom Cl ip(in J: 0 0 Stabilizer Option: None Upstream FHLIA Inlet Circular Concrec e: Edge Description: Square edge w! hendwall 1 1 Downstream FH{JA Inl et Edge Description: Circular Cancret e: Square edge w/ hendwall 1 1 ' ••----••Ct as s: Pipe_____ ______________________________________ __________________ Name: t4-LS From Node: CAKE4 LengtN(fU : f10 ' Group; BASE io Npde: LAKES Count: 2 UPSTREA M DONNSTREAM Equation: Average K Geometry; Circula r Circular Flow: Both ' Bpan(in): 54 Ri se(fn): 54 54 Entrance Loss Coef: 54 Exit Loss Coef: 0.5 0 Invert(fU: 900 900 Berxi Loss Coef: 0 Monolog's N; 0.013 0.073 Ouctet Cntrt Spec. Use do or tw lop Cl ip(irU: 0 0 Inlet Cntrt Spec. Use do ' Bottom C(ip(irU: 0 0 Stabilizer Option: None ' Upstream FHUA Inlet Circular Concrete: Edge Description: Square edge w/ heodwalt 1 i Downstream FHUA Inl et Edge Oesc ri ption: Circular Concrete: Square edge wl headwall 1 1 ~.~ ~~ Advanced [ntarconneC ted Channa{ & Pond Routing (ICPR Ver 2.207 CT 7] Copyrfghr 1945, Streamline Technologies, tnc_ SAODLECREEK, 6VERALL POST-DEVELOPED CCND lT iON N57 xxxxxxxxx* Input Repo r* •+~~x xxxx xxxwx,txt++++xxx....xx.x.x+txxx.xxxx xrrx:xi xix _._____.Cl ass: Pipe_.___~~ ................____..__________________._-____________ Name: LS-SECT9 Group: BASE UPSTREAM Geometry: Circular Span(in): 12 Rise(in): 12 fnvert(tt): 900 Manning's N: 0.013 Top Clip(inJ: 0 BotCOm Clip(in): 6 From Node: LAKES Length(ft): 675 To Node: 8ECt9 GOMC 1 DOLINS7REAM Equation: Average K Circular Fl ou: Both 12 Entrance Loss Coef: 0.5 12 Exit Loss Caef: 0 2398.32 Bend Loss Coef: 0 0.013 Outlet Cntrl Spec: Use de ar to 0 Int et Cntr( Spec: Use tln 0 Siabilizer Option: None Upstraam FNWA Inlet Edge Description: Ci rool ar Concrete: Square edge w! headwall Downstream FNWA tnlet Edge Description: Circular Concrete: Square edge u/ headwall --------Class: Channel------------------- Name- 8S-OUT From Node: 80%S Group: BASE to Node: OUTLET UPSTREAM Geometry: Trapezoidal lnvert(f t): 900.23 iclplnit2(f t): 9999 Manning's N: 0.03 tClip(fU: 0 BClip(f t): 0 Main %ser. AxEll(tt): Aux Xsecl: AxEl2(ft): Aux %sec2: TWidth(f t); Depth { f U BWidth(f t): 6 ISdSLp(hlv): 3 RSdSIp(h/v): 3 pOWNSTREAM 1 length(f C)c 1400 Count: 1 Trapezoidal Equation: Aver Conveyance 896 Fl ou: BaCh 9999 Eddy Contrac Coef: 0 0.03 Eddy Expans Coef: 6 0 Entrance Loss Coef: 0 0 Exit Loss Coef: 0 Outlet Cntrt Spec: Uae do or to (nle2 Cntr( Spec: Use do Sabi lifer Option: None 6 3 3 Advanced Interconnected Channel 3 Porx1 Routing (ICPR V¢r 2.20) (78l Copyright 1995, Streamline Technologies, Inc. ' SADDLECREEK, OVERALL POSi-DEVELOPED CONDI TIOM d57 ka*.a.rr,n Input Report ~•,••-•'•""'»..rr~y~=++.wx..«.r.w.w,.e,rt.riw.xr~~rwwx,r~rte~r --Class: Channel----"'_________________________________ Name: L7-L3 From Node: LA KEt Length(f U: 600 Group: BASE Ta Notle: LAKE3 Cou nt: t UPSTREAM DOUNSTREAM ' Geometry: Trapezoidal Trapezoidal Equation: Aver Conveyance lnvert(fU: 907.5 905.5 Flow: 8och Tct p7nitZ(f U: 9999 9999 Eddy Contrac Coet: 0 ' Manning`s N: TGtiptft): 0.03 0 0.03 0 Eddy Expans Coef. Entrance Loss Coef: 0 0 eCtip(f t): 0 0 Exit toss Coef: D Main Xsec: OuzleG tntrl Spec: Use do or tw AxEU{fU; Inlet Cntrl Spec: Use do Aux Xsect: Stabilizer Option: None AxEt2(ft): Aux Xsec2: tW idtb(f U: ' Oepth(f U: BW idffi(fY): 25 25 LSdS Lp{h/v ): 3 3 RSdSl pth(v): 3 3 ._______Ct ass: Channet__________________________________________________________ Name: L3-L4CN From Node: LAKE3 Length(tt): 480 Group: BASE to Nodc: LAKE4 Count: t UPSTREAM Geometry: Trapezoids( tnvert(tU: 905.5 Tclplnit2(tt ): 9999 Manning's N: 0.03 TCtSp(ftl: 0 BCtip(ft}; 0 Main Xsec: AxEt 1(fT): Aux XsecT: AxE(2Cft}: Aux Xsec2: TWidth(fU: Depth{f U: eWidth(ft>: 5 LSdSIp(h(v): 3 RSdSI p(h!v): 3 DOWNSTREAM trapezoidal Equa[ian: Aver Conveyance 402.7 Fl ou: Both 9999 Eddy Contrac Coef; 0 0.03 Eddy Expans Coet: D D Entrance Loss Coef: 0 0 Exit Loss Coef: 0 Outlet Cntr( Spec: Use do or tw Int et Cntrt Spec: Use do stabilizer Option: None 5 3 3 Advanced Interconnetteti Channel & Pond Routing (ICP2 Ver 2.20} [19] Copyright 1445, Streamline Fethno(ogi es, Inc_ SADDLECREEK, OVERALL PC!S7.9E'JELOPED CONDITION ?!57 ~ wwww++++ww Input REPOrL +*~' w'++wa+++++»»+www+wwww+++a»..:..ww++++w.ew-+re.<:ww+ ' ---...-Ctass: Weir____ _____ ________________________________-____'_--'.._______ Name• BN-BSW From Node: BO%N Group: BASE to Node: BO%B ' Count: 1 Type: Mavis Flow: Both Geometry: Trapemidal Bottom Width (ft): 5 Lett Side Slope(h/v): 100 Right Side St ope(h/v): 100 tnvert(tt}; 9Q3. b7 Cant rol Elev(ft): 903. 67 BtruttOpeningD im(ft): Boi rom Ctip(ft3: 0 0 TABLE top Llip(tUn 0 Weir Discharge CoeF: 3.1 Orifice Discharge Coef: 0.6 .__.____Class: Weir_____ ____ ____________________________________________________ Name: SPILLWAY Group: BASE Kram Notle: LAKES To Node: 80%M Count: 1 type: Mavis Ft ow: Bath Geometry: Trapezoidal Bo [t om Width(ft): 1S Left Side Slope(h/v): 3 Right Side Sl ope(h(v): 3 Invert(FU: Control Etev(ft): 901. 901. 1 1 StruttOpeningD im(f t): 4994 TABLE Bottom Clip(fU: 0 lop Clip(tU: 0 ' Weir Discharge Coef: Orifice 6istharge Loet: 3.1 0.6 1 Advanced Interconnected Channel & Pond Routing tICPR ver 2.207 (207 Copyright 1995, Screamt ine Technologies, Inc. SADOIECREEK, OVERALL POST-DEVELOPED CONDITION ;f57 ~..x.a»..» ort -.a.~x.x...r.w~+r......~.~.....w..~a~+~+v.aw.xa~x.++,e t nput Rep -Ctass: Drop Structure- Name: U-825D5 From Node: LAKE3 lengch(ft): 100 Group: BASE To Node: STR825 Count: 1 ' Ouit et Cntrt Spec: Use do or tw Inlet CnC rt Spec: Use do upstream Gcomecry: Circular Downstream Geometry: Circular UPSTREAM DOWNSTREAM $pan(in)c i2 12 Rise(in): 12 12 Inver t(ft): 903.5 982.85 Manning's N: D.013 0.013 Top Ctip{in): 0 0 Bottom Ctip(irU: 0 0 ' Entrance loss Coef: 0.5 Flou: Both Exjt Loss Coet: 0 Equation: Aver Conveyance upstream FHNR Inlet Edge Description: Cirwlar Concrete: Square edge w! headwall 1 7 Oounstream ENWA Inlet Etlge Description: Circular Concrete: Square edge w/ headwati 1 1 *" Weir i of 1 for Drap Structure 13-825D5 "* [TABIEI CaunC 1 Bottom Ctip<in): 0 Type: Mavis Tap Ctip(in ): 0 ' Ftow: Both Wejr 6jscharge Coef: 3.1 Geometry: Circular Orifice Discharge Coef: 0.6 Span(fn ): 6 [nvert(tt): 903 Rjse(in): 6 Control Elev(tt): 903 kdvanced tntarconnected Channel & Pond Routing (ICPR Ver 2.20} (217 Copyright 1495, Streamt ine Techno (agies, tnc. SAODLECREEK, OVERALL POST-DEVELCPEO CCNDIT[ON ~7 ' _.:.:..... input Report ............-.:..........«.++++......> .............+~a.+a -•Ll ass: Simulation-----"------"-----'-" 5; 142b77 VORA [NA$EVICPR\SBV100-YRV 00-YR Execution: Both ' Heoder: Saddlebrook, Pos r Developed Conditions .._____._HYDRAULICS_____________________________HYDROLOGY _. ..._______..______ Max Delta Z (ft): 1 ' Delta Z Factor 0.07 Time S[ep Optimizer; 70 Override 6efault5: Storm Durthrs): Yes 24 Drop Structure Optimizer: 10' Rain Amounts in): 5.75 Sim Start iimet hrs): 0 Rainfatt Filc: SCStf-24 Sim Erx1 Time(hrs): 30 Min Calc Time(sec): 0.5 ' Max Lalc Time sec): 700 To Hour: ~P[nc(miN : To Hour: Pl nc(mi n): 30 S 30 5 ____. GROUP SELECT(ONS________________ * BASE C04/30(027 - 80X [ ___________________ NO RUN ) _________________ .___ Class: Simulatiom___________ ___________________ ________________________ S:\42611\ORAINAGE\ICPR\SB\10-YR\70-YR Execution: Both ' Header: Saddlebrook, Past-Developed Conditions ____.____HYDRAUt2CS______________________ _______HYDROLOGY___ _________._______ ' ~ Max Delta Z (ft): t Delta Z factor. 0.Ot Override Defaut ts: Yes Time Siep Optimizer: 10 Storm Dur(h rs ): 24 Drop Structure Optimizer: 10 Rain Amount(iN : 4.15 Sim Start Timeth rs ): 0 Rainfall File: SCStI-24 Sim End Timeth rs): 36 Min Catc Time(sec ): 0.5 Max Catc Time(sec ): 100 To Hour: Pt nc(mirU: To Hour: Pt nc(min}: 30 5 .......--GRWP SELECT tONB________________ _ 30 5 __ ..__.__ ..__.____________ + BASE (04/30(027 - DOX C NO RUN 7 Advanced Sntercannec[ed Channel & Pond Routing (RPR ver 2.20? (227 Copyright 7445, Streamline iechnologi es, Inc. SAOOLECREEK, ovERALL PEST-DEVELOPED CDNO[T[ON N57 ...r •aa.rr Input Reperi *r.~~..rr~awrr.F.4..r......r.xwr.a,rrrwWSr~~rrer+ra.rawrx ._._____CLass: Simula [ion_______________________________________________________ S:A42611VDRAfNAGE\ICPR\SB \2-YR\2-YR Execution: 8o[h Neatler: Saddle6rook, Post-Devet oped Candi lions ---------HYDRAULICS^ --- ------•---- Max Delta 2 (fi): 1 Delta 2 Factor: 0.01 Time Step Optimizer: 10 Drop Structure Optimizer: 10 Sim start time(hrs ): 0 Sim End Timethrs ): Min Cnlc Time(seo ): 30 0.5 Max Ca lc Time(sec>: 100 To Hour: ~Ptnc(m irtT: 3D 5 ----°---GRWP SELECTIONS --------• + BASE I04l30l027 - BOX --------NYOftOLOGY-------• Override Defaults: Yes Storm Dur(hrs}; 24 Rain Amount(in): 2.93 Rainfall File: 5[511-24 To Hour; Pl nc(mirU; 30 5 [ NO RUN 7 1 1 t Advanced Interconnected Channel 8 Pond Routing ([CPR Ver 2.20) Cll Copyrigfit 1995, St rcaml ine Tecnnotogies, Inc, Saddtebraok, Post-Oevetoped Conditions ' +w+a+++x+. Nade MaataNm Condi tion5 2-YR xxx+x+.++++xxxx+xwxxx++x++ww+w+xxxx+xx+++++xwxxxxw++wwwxwxxwwxxwwwwwwwxwxww++ww++ J l~ C (Time units -hours) Node Group Max Time Max Stage Darning Maz Det Ca Name Name Condi tions (f c} Stage (ft) Stage (f t) BORN BASE 13.76 901.28 404.17 0.0758 BOXS BASE 13.72 901.27 404.00 0.0013 ORYBAS2 BASE 12.25 906.87 909.00 0.0060 LAKE1 BASE 13.19 908.79 909.00 0.0081 LAKE3 BASE 15.66 406.55 908.00 0.0026 lAKE4 BASE 13.58 901.40 905.00 0.0042 LAKES BASE 13.66 901.80 405.00 0.0041 OUTLET BASE 12.50 899.00 $49.00 0.0067 SEC9-l7 B0.5E 10.91 902.45 902.45 O.OOb2 SECT9 BASE 12.50 901.32 901.32 0.0067 STR825 BASE 14.88 903.55 909.50 -0.0023 STR828 BASE 15.71 906.58 909.30 0.0100 STR830 BASE . 15.71 906-58 911.80 0.0097 STR831 BASE 14.77 906.58 910.94 0.0098 STR832 BASE 15.75 906-58 910.44 0.0094 Max Sur{ace Max time Max Inftor Max Time Maz OuCttoq Area (sf) [nft ow (cfs) outf tou (efsl 673.14 13-65 28.69 16. D2 47.78 11006.85 16.02 47.78 20.68 28.70 10478.92 72.08 5.55 12.25 3.23 108979.23 12.75 706.37 13. t9 87.43 235918.45 73.18 93_G3 15.66 21.05 139511.22 72.58 64.16 13.34 24.78 44403.88 13.32 30-98 13.67 29.78 12652.11 20.66 28.70 0.00 0.00 O.OD 0.00 0.00 0.00 0.00 52.16 24.63 2.04 0.00 0.00 265.72 15.66 1.45 26.04 2.28 518.16 12.24 5.54 12.25 5.52 284.52 92.10 3.48 12.11 3.93 194,43 12.10 4.00 72.10 3.98 289.14 12.21 3.48 12.22 3.47 _. Advanced Interconnecf ad Channel 3 Fand RoutSng ([CPR Ver 2.20) Ctl Copyright 1945, St ream( ine Teehnotogias, lnc. Saddlegroak, Past-Deve(ooed Conditions ' .x..rxxxxx Node Max irtapn Condi dons 70-YR x.xxxxxxxxxrrrrxxr.rxxxxxxxxrxxxxxrxr.rrrx...xx.xxxxx:xxxxx, xxxrxxrrr...x.xx.sxxxx (Time units - hoursl Node Group Max Time Max Stage Warning Max Delta Max Surface Hama Name Conditions Cf t) Stage (ft) Stage (tt) Area (sf) BO%R BASE 14.62 902.66 404.17 0.0752 455.02 BO%8 BASE 74 ,b4 902.37 904.00 0.0040 14175.08 ORYBAS2 OASE 14.24 907.68 409.00 0.0039 21224.72 LAKE1 BASE iZ.97 909.47 909.00 0.0095 116829.26 LAKE3 BASE 73.82 907.x3 908.00 0.0035 255717.10 ' LAKE4 BASE 14.41 903.40 905.00 0.0055 153149.42 LAKE5 BASE 14.55 903.07 905.00 0.0054 50483.87 Ot7TLET eASE 72.50 899.00 849.00 O.OOb7 14568.11 SEC9 •L7 eASE 70.40 402.45 902.45 0.0062 0.00 SECT9 BASE 72.50 907.32 901.32 0.0067 16.88 ' STR825 BASE 14.34 904.39 909.50 0.0043 123.88 STR828 BASE 13.99 907.70 909.30 0.0083 749.75 STR830 BASE 14.01 407.69 911.80 D.0137 127.42 STR837 BASE 13.99 907.49 910.94 -0.0138 137.74 ' STR832 BASE 14.24 907.68 910.94 0.0100 162.58 1 Max Tare Max lnftou Max Time Max Outftau Inf Lou <efs) Outftou (cfs) 14.37 109.25 14.37 109.22 74.37 109.22 74.46 108.53 12.08 10.49 12.28 5.58 12.75 202.44 13.23 190.70 72.93 201.23 13.82 98.29 13.82 137.34 14.05 113.60 14.04 114.48 14.37 111.15 14.46 108.53 0.00 0.00 0.00 0.00 0.00 0.00 24.63 2.15 0.00 0.00 13.41 1.67 27.46 2.28 12.29 8.86 12.30 8.86 12.11 6.60 12.12 6.56 12.10 6.63 1Z. 11 6.60 12.23 5.46 12.24 5.96 1 1 1 Advanced tnt erconnee ced Channel & Pond Routing (tCPR Ver 2-20) Copyright 1999, Streamline 7echnotagies, Inc. Saddlebrook, Pas C-Oevel oiled Candi bons (17 a++i.aa... Node MaxiRtt.'Ri COttSli Lions 10D-YR "*~•~••xx...~.raww~w++wa~~aY~rv-x:~rr++~~~,rwa+a....+~ww~»+a~x~wteer:<ezexxrry<. (lime units - hoursl Node Group Max Ti me Max Stage Warning Max Oe(ta Name Name Cnndi dons (fU Stage (f t) Stage (ft) 80%R BASE 14.27 905.08 904.17 -0. D761 80X5 BASE 14 .40 903.79 404.00 0.0036 ORYBAS2 BASE 13. 80 90H, 48 909.00 0.0043 LAKE1 RASE 12. 7k 910.06 409.00 D.0099 LAKE3 BASE 13. 38 908.87 908.00 0.0055 LAKE4 BASE 14. 01 906.79 905.00 0.0051 LAKES BASE 1k . 26 905.32 905.00 0.0052 [%1T LET BASE 12. 50 899.00 849.00 0.0067 SEC9-L7 BASE 10. 90 902.45 902.L5 0.0062 SE0T9 BASE 12. 50 901.32 901.32 0.0067 STR825 BASE 13. 97 907.17 404.50 0.0093 STR828 BRSE 13. 44 908.70 909.30 ~O.D094 STR830 BASE t3, 50 908.62 917_80 0.0120 STR837 BASE 13. 59 908.57 910.94 -0.0124 STR832 BASE 13. 64 908.51 410.94 0.0099 Mex Surface Max Time Max tnftow Max Time Mnx Outftou Aren (st) Inflou (cts) Outflau (cfs) 446.91 14.16 217.01 14.17 217.00 18658.64 74.17 277.00 74.23 216.47 30974.65 12.08 77.44 12.30 8:80 123896.17 12.75 334.09 72.9D 362,04 274244,57 12.88 373.88 13.83 303.17 147049.37 13.69 355.37 13.87 233.37 60829.D4 73.81 235.67 14.17 279.76 75375.34 14.23 276.47 0,00 0.00 0.00 0.00 0,00 0.00 0.00 16.88 14.43 2.75 0.00 0,00 723.88 78.78 1.55 28.41 2.26 145.41 12.14 13. T7 72.13 17.55 127.66 12.75 1D.33 12.14 10.89 117.09 12.76 70.17 12.15 10.33 122.25 12.26 9.36 12.27 9.37 ~1 1 1 1 PIPE SIZING CALCULATIONS ~ ~ r ~ _ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ^~ ~ Saddle Creek Job # 42611 Post-Developed Sue Time of Concentrations StormCAD Basin Sheet Flow Manual DescdPtion n= L= Px= s= T,=OW(nL10.61(Pz s7 DescdP~on V= L= Tt=W Tc (total) T~(total) (aj (oVMi (W>n (MS) (fVS) (fl) (hrs) (hrs) imini 808 Grass 0.15 125 266 0.02 0.2147 Gutter/Swale 2 40 0.0056 0.2197 73.2 809 Grass 0.15 120 2.66 0.02 0.2072 Gutter/Swale 2 15 0.0021 0.2093 12.6 010 Grass 0.15 155 2.66 0.02 0.2543 Gutter/Swale 2 10 0.0074 0.2557 15.3 811 Grass 0.15 755 2.66 " 0.02 0.2543 Gutler/Swale 2 260 0.0361 0.2904 77.4 813 Grass 0.15 65 2.6fi 0.02 0.1573 Gutter/Swale 2 290 0.0403 0.7976 71.9 814 Grass 0.15 85 2.66 0.02 0.1573 Gutter/Swale 2 125 0.0174 0.7746 70.6 818 Gra55 0.15 110 2.fi6 0.02 0.7933 Gutter/Swale 2 230 0.0319 0.2252 73.8 819 Grass 0.15 90 2.66 0.02 0.7646 Gutter/Swale 2 155 0.0215 0.1862 '71.2 821 Grass 0.15 90 2.66 0.02 0.1646 Gutter/Swale 2 120 0.0167 0.1813 70.9 822 Grass 0.15 110 2.66 0.02 0.1933 Gutter/Swale 2 190 0.0264 0.2197 13.2 823 Grass 0.15 110 2.66 0.02 0.1933 Gutter/Swale 2 170 0.0153 0.2086 12.6 837 Grass 0.15 70 2.66 0.02 0.1346 Gutter/Swale 2 180 0.0250 0.7596 9.6 832 Gress 0.15 75 2.66 0.02 0.1423 Gutter/Swale 2 785 0.0257 0.7680 10.1 835 Grass 0.15 70 2.66 0.02 0.1346 Gutter/Swale 2 330 0.0458 0.1005 70.8 836 Grass 0.15 70 2.fifi 0.02 0.734fi Gutter/Swale 2 250 0.0347 0.7694 10.2 837 Grass 0.75 95 2.fifi 0.02 0.7719 Gutter/Swale 2 165 0.0229 0.1948 77.7 838 Grass 0.75 700 2.66 0.02 0.1797 Gutter/Swale 2 145 0.0201 0.1992 12.0 840 Grass 0.15 320 2.66 0.02 0.4542 Gutter/Swale 2 745 0,7035 0.5577 73.5 842 Grass 0.15 95 2.66 0.02 0.1719 Gutter/Swale 2 120 0.0767 O.78B6 71.7 844 Grass 0.15 85 2.66 0.02 0.1573 Gutler/Swale 2 190 0,0264 0.1837 71.0 845 Grass 0.75 95 2.66 0.02 0.1779 Gutter/Swale 2 775 0.0760 0.1879 11.3 846 Grass 0.15 80 2.66 0.02 0.1646 Gutter/Swale 2 115 0.0160 0.i80fi 70.8 848 Grass 0.75 70 2.6fi 0.02 0.1346 Gutter/Swale 2 470 0.0653 0.1999 72.0 850 Grass 0.15 90 2.66 0.02 0.7646 Gutter/Swale 2 255 0.0354 0.2000 12.0 851 Grass 0.15 80 2.66 0.02 0.1498 Gutter/Swale 2 310 0.0431 0.1929 71.6 852A Grass 0.15 85 2.66 O.D2 0.1573 Gutter/Swale 2 430 0.0597 0.2170 13.0 853 Grass 0.15 100 2.66 0.02 0.7797 Gutter/Swale 2 655 0.0970 0.2707 16.2 855 Grass 0.15 BS 2.66 0.02 0.7573 Gutter/Swale 2 200 0.0278 0.1851 11.1 856 Grass 0.15 90 2.6fi 0.02 0.1646 Gutters Swale 2 330 0.0458 0.2705 12.6 857A Grass 0.15 90 2.66 0.02 0.1646 Gutter/Swale 2 105 0.0146 0.1792 10.8 858 Grass 0.15 100 2.66 0.02 0.1797 Gutter/Swale 2 325 0.0451 0.2242 73.6 .. 660 Grass 0.15 70 2.68 0.02 0.1346 Gutter/Swale 2 455 0.0632 0.1978 17.9 Bfi1 Grass 0.75 80 2.66 0.02 0.1498 Gutter/Swale 2 700 0.0739 0.1637 9.8 863 Grass 0.75 85. 2.68 0.02 0.1573 Gutter/Swale 2 ~2fi0 0.0367 0.7934 77.6 864 Grass 0.15 75 2.66 0.02 0.7423 Gutter/Swale 2 245 0.0340 0.1763 70.6 866 Gress 0.15 230 2.66 0.02 0.3487 Gutter/Swale 2 115 0.0760 0.3647 27.9. 867 Grass 0.15 90 2.66 0.02 0.7646 Gutter/Swale 2 255 0.0354 0.2000 12.0 868 Grass 0.15 7D 2.66 0,02 0.1346 Gutter/Swale 2 340 0.0472 0.1819 10.9 869 Grass 0.15 80 2.66 0,02 0.1498 Gutler/Swale 2 345 0.0479 0.1977 11.9 877 Grasa 0.15 80 2.66 0.02 0.1498 Gutler/Swale 2 360 0.0500 0.1998 12.0 872 Grass 0.15 70 2.66 0.02 0.1346 Gutler/Swale 2 350 0.0466 0.1833 11.0 874 Grass 0.15 60 2.66 0.02 0.1190 Gutter/Swale 2 770 0.0153 0.1343 8.1 OFF858 Grass 0.15 300 2.66 0.008 O.fi223 Gutter/Swale 2 600 0.0833 0.7056 42.3 LJ 1 ~1 Scenario: Design 6/4/02 Structure Input Report Structure Label Area (acres) Inlet C Time of oncentra[io (min) Local Rational Flow (cfs) Local Intensity (in/hr) 807 808 808A 0.60 0.27 13.20 0.75 4.62 809 809A 1.35 0.36 12.60 2.30 4.69 810 1.07 0.41 15.30 1.93 4.37 811 1.22 0.40 17.40 2.06 4.18 812 813 0.91 0.47 11.90 2.06 4.77 814 0.77 0.47 10.50 1.80 4.94 817 818 t.t3 0.49 13.50 2.56 4.58 819 0.78 0.49 11.20 1.87 4.86 820 821 1.11 0.51 10.90 2.79 4.89 822 0.79 0.49 13.20 1.80 4.62 823 0.94 0.50 12.50 2.23 4.70 534 835 1.05 0.51 10.80 2.65 4.90 836 0.54 0.49 10.20 1.33 4.98 837 0.69 0.50 11.70 1.67 4.80 838 1.00 0.48 12.00 2.30 4.76 841 842 0.65 0.45 11.90 1.41 4.77 842A 0.59 0.45 11.00 1.31 4.88 843 844 0.94 0.51 11.00 2.36 4.88 845 1.04 0.51 11.30 2.59 4.84 846 0.97 0.52 10.80 2.49 4.90 849 850 1.10 0.51 12.00 2.69 4.76 851 7.17 0.51 11.60 2.89 4.81 852 852A 1.87 0.32 13.00 2.80 4.64 853 2.34 0.31 16.20 3:14 4.29 854 855 0.59 0.51 11.10 1.48 4.87 856 0.96 0.51 12.60 2.31 4.69 859 860 1.49 0.51 11.90 3.66 4.77 861 1.47 0.51 9.80 3.82 5.06 862 863 0,63 0.51 11.60 1.56 4.81 864 0,40 0.51 10.60 1.01 4.93 865 2.48 0.30 12.90 3.49 4.65 866 1.48 0.50 10.90 3.65 4.89 867 1.44 0.50 11.90 3.46 4.77 868 0.75 0.32 12.00 1.15 4.76 ass e7o 871 1.26 0.51 12.00 3.08 4.76 Title: 42611 Project Engineer: Dave Stoeppelwerth s:\42611\drainage\stormcad\42811_overall_rev3.stm Stoeppelwerth&ASaoc StonnCAD v4.1.1 [4.2014] 03/19/03 02:45:31 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 2 l.J Scenario: Design 6/4/02 Structure Input Report Structure Area Inle[ Time Local Local Label (acres) C of Rational intensity oncentratio Flow (in/h r) (min) (cfs) 872 0.94 0.51 12.00 2.30 4.76 873 874 0.28 0.33 8.10 0.52 5.57 Title: 42611 project Engineer: Dave Stoeppelwerth s:412611\tlrainage\stormcad\42611_overall_rev3stm StoeppelwerthBAssoc StormCAD v4.1.1 [4.2014) ' 03/19/03 02:45:31 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 2 1 -, Scenario: Design 6/4/02 Pipe Input Report Label Section Size Section Shape onstructe Slope (ft/ft) Length (ft)` pstrea Node pstrea Invert Elevation (ft) ownstrea Node ownstream Invert Elevation (ft) 808-807 21 inch Circula 0.003 88.00 808 900.26 807 900.00 808A-808 12 inch Circula 0.030 21.00 SOBA 902.20 808 901.57 809-808 18 inc Circula 0.003 400.00 809 901.46 808 900.26 809A-809 15 inch Circula 0.090 21.00 809A 904.00 809 902.10 810-809 18 inch Circula 0.003 276.00 810 902.32 809 901.46 811-810 15 inch Circula 0.003 51.00 811 902.47 810 902.32 813-812 12 inch Circula 0.021 65.00 813 901.35 812 900.00 814-813 12 inch Circula 0.005 30.00 814 901.50 813 901.35 818-817 12 inch Circula 0.042 73.00 818 903.05 817 900.00 819-818 12 inc Circula 0.005 30.00 819 903.20 818 903.05 821-820 15-inch Circula 0.023 180.00 821 904.15 820 900.00 822-821 15 inch Circula 0.004 43.00 822 904.33 821 904.15 823-822 12 inch Circula 0.004 35.00 823 904.47 822 904.33 835-834 18 inch Circula 0.009 180.00 835 905.07 834 903.50 836-835 18 inch Circula 0.004 30.00 836 905.19 835 905.07 837-836 15 inch Circula 0.004 48.00 837 905.38 836 905.19 838-837 15 inch Circula 0.004 30.00 838 905.50 837 905.38 842-841 12 inch Circula 0.015 247.00 842 907.11 841 903.50 842A-842 12 inch Circula 0.005 30.00 842A 907.26 842 907.11 844-843 21 inch Circula 0.004 203.00 844 904.25 843 903.50 845-844 18 inch Circula 0.004 58.00 845 904.48 844 904.24 846-845 15 inch Circula 0.004 30.00 846 904.60 845 904.48 850-849 27 inch Circula 0.002 171.00 850 903.84 849 903.50 851-850 21 inch Circula 0.004 30.00 851 903.96 850 903.84 852-851 21 inch Circula 0.002 35.00 852 904.03 851 903.96 852-852A 12 inch Circula 0.010 78.00 853 905.06 852A 904.28 852A-852 2t inc Circula 0.002 122.00 852A 904.28 852 904.03 855-854 15 inch Circula 0.011 166.00 855 907.79 854 906.00 656-855 15 inch Circula 0.003 30.00 856 907.88 855 907.79 860-859 15 inch Circula 0.023 176.00 860 907.57 859 903.50 861-860 15 inch Circula 0.004 30.00 861 907.69 860 907.57 863-862 12 in Circula 0.013 186.00 863 909.38 862 907.00 864-863 12 inch Circula 0.004 30.00 864 909.50 863 909.38 865-866 15 inch Circula 0.003 157.00 865 907.43 866 906.97 866-867 21 inch Circula 0.003 30.00 866 906.97 867 906.88 867-868 24 inch Circula 0.003 155.00 867 906.88 868 906.42 868-869 27 inch Circula 0.002 175.00 868 906.42 869 906.00 871-870 15 inch Circula 0.011 155.00 871 907.67 870 906.00 872-871 15 inch Circula 0.004 30.00 872 907.79 871 907.67 874-873 12 inch Circula 0.003 24.00 874 913.00 873 912.93 ' Title: 42811 Project Engineer: Dave Stoeppelwerth 5:\42611\drainage\stormcatl\42611_overall rev3stm Stoeppelwerth&ASSOC StormCAD v4.1.1 [4,2014] 03/19/03 02:45:38 PM O Haestad Methods, Inc. 37 Brookside Road Waterbury, CT 06708 USA +1_203-755-1668 Page 1 of 1 i 1 Scenario: Design 6/4/02 Pipe Output Report Label Section Size Length (ft) Manning n onsiructe Slope (ft/ft) pstrea Node pstrea Invert Elevation (ft) ownstrea Node ownstrea Invert Elevation (ft) Average Velocity (ft/s) Full '~ Capacity) (cfs) ' 808-807 21 inch 88.00 0.013 0.003 808 900.26 807 900.00 4.40 8.68 808A-808 12 inch 21.00 0.013 0.030 808A 902.20 808 901.57 4.11 6.17 809-808 18 inch 400.00 0.013 0.003 809 901.46 808 900.26 3.97 5.75 809A-809 15 inch 21.00 0.013 0.090 809A 904.00 809 902.10 fi.84 19.43 810-809 18 inch 276.00 0.013 0.003 810 902.32 809 901.46 3.03 5.85 811-810 15 inch 51.00 0.013 0.003 811 902.47 810 902.32 2.33 3.50 813-812 12 inch 65.00 0.013 0.021 813 901.35 812 900.00 6.30 5.13 814-813 12 inch 30.00 0.013 0.005 814 901.50 813 901.35 2.75 2.52 818-817 12 inch 73.00 0.013 0.042 818 903.05 817 900.00 7.80 7.28 819-818 12 inch 30.00 0.013 0.005 819 903.20 818 903.05 2.70 2.52 821-820 15 inch 180.00 0.013 0.023 821 904.15 820 900.00 7.32 9.81 822-821 15 inch 43.00 0.013 0.004 822 904.33 821 904.15 3.72 4.18 823-822 12 inch 35.00 0.013 0.004 823 904.47 822 904.33 2.84 2.25 835-834 18 inch 180.00 0.013 0.009 835 905.07 834 903.50 5.91 9.81 836-835 18 inch 30.00 0.013 0.004 836 905.19 835 905.07 3.89 6.64 837-836 15 inch 48.00 0.013 0.004 837 905.38 836 905.19 3.64 4.06 838-837 15 inch 30.00 0.013 0.004 838 905.50 837 905.38 2.26 4.09 842-841 12 inch 247.00 0.013 0.015 842 907.11 841 903.50 5.17 4.31 842A-842 72 inc 30.00 0.013 0.005 842A 907.26 842 907.11 2.47 2.52 844-843 21 inch 203.00 0.013 0.004 844 904.25 843 903.50 3.37 9.63 845-844 18 inch 58.00 0.013 0.004 845 904.48 844 904.24 3.14 6.76 846-845 15 inch 30.00 0.013 0.004 846 904.60 845 904.48 2.09 4.09 850-849 27 inch 171.00 0.013 0.002 850 903.84 849 903.50 4.64 13.85 651-850 21 inch 30.00 0.013 0.004 851 903.96 850 903.84 3.97 10.02 852-851 21 inch 35.00 0.013 0.002 852 904.03 851 903.96 2.83 7.09 652-852A 12 inch 78.00 0.013 0.010 853 905.06 852A 904.28 4.00 3.56 852A-852 21 inch 122.00 0.013 0.002 852A 904.28 852 904.03 2.97 7.09 855-854 15 inch 166.00 0.013 0.011 855 907.79 854 906.00 5.12 6.71 856-855 15 inch 30.00 0.013 0.003 856 907.88 855 907.79 2.92 3.54 860-859 15 inch 176.00 0.013 0.023 860 907.57 859 903.50 7.61 9.82 861-860 15 inch 30.00 0.013 0.004 861 907.69 860 907.57 3.44 4.09 863-862 12 inch 186.00 0.013 0.013 863 909.38 862 907.00 4.94 4.03 864-863 12 inch 30.00 0.013 0.004 864 909.50 863 909.38 1.94 2.25 865-866 15 inch 157.00 0.013 0.003 865 907.43 866 906.97 2.84 3.50 866-867 21 inch 30.00 0.013 0.003 866 906.97 867 906.88 3.37 8.68 867-868 24 inch 155.00 0.013 0.003 867 906.88 868 906.42 4.24 12.32 868-869 27 inch 175.00 0.013 0.002 868 906.42 869 906.00 4.87 15.17 871-870 15 inch 155.00 0.013 0.011 871 907.67 870 906.00 5.75 6.71 872-871 15 inc 30.00 0.013 0.004 872 907.79 871 907.67 2.46 4.09 874-873 12 inch 24.00 0.013 0.003 874 913.00 873 912.93 2.37 1.92 1 Title: 42811 Project Engineer: Dave S[oeppelwerth 5:\42611\drainage\stormcad\42611_overall rev3.stm StoeppelwerthBAssoc StormCAD v4.1.1 [4.2014] ' 03/19/03 02:45:41 PM ©Naestad Methods, Inc. 37 Brooksitle Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 1 1 Scenario: Design 6/4/02 Pipe Output Report II Labeb Section Size Length (ft) onstructe Slope (ft/ft) pstrea Node Hydrauli Grade Line In (ft) ownstrea Node Hydrauli Grade Line Out (ft) Total System Flow (cfs) System Intensity (in/hr)~ Full ~' Capacity (cfs) 808-807 21 inch 88.00 0.003 808 901,34 807 900.91 6.13 3:86 8.68 808A-808 12 inch 21.00 0.030 SOSA 902.56 808 901.81 0.75 4.62 6.17 809-808 18 inch 400.00 0.003 809 902.68 808 901.34 5.72 4.01 5.75 809A-809 15 inch 21.00 0.090 809A 904.61 809 902.41 2.30 4.89 19.43 810-809 18 inch 276.00 0.003 810 903.21 809 902.68 3.88 4.15 5.85 811-810 15 inch 51.00 0.003 811 903.27 810 903.21 2.06 4.18 3.50 813-812 12 inch 65.00 0.021 813 902.18 812 900.64 3.80 4.77 5.13 814-813 12 inc 30.00 0.005 814 902.24 813 902.18 1.80 4.94 2.52 818-817 12 inch 73.00 0.042 818 903.92 817 900.55 4.32 4.58 7.28 819-818 12 inch 30.00 0.005 819 903.98 818 903.92 1.87 4.86 2.52 821-820 15 inch 180.00 0.023 821 905.18 B20 900.75 6.59 4.59 9.81 822-821 15 inch 43.00 0.004 822 905.34 821 905.18 3.99 4.62 4.18 823-822 12 inch 35.00 0.004 823 905.48 822 905.34 2.23 4.70 2.25 835-834 18 inch 180.00 0.009 835 906.14 834. 904.50 7.69 4.69 9.81 836-835 18 inch 30.00 0.004 836 906.23 835 90fi.14 5.17 4.71 6.64 837-836 15 inch 48.00 0.004 837 906.40 836 906.23 3.94 4.73 4.06 838-837 15 inch 30.00 0.004 838 906.43 837 906.40 2.30 4.76 4.09 842-841 12 inch 247.00 0.015 842 907.81 841 904.07 2.68 4.77 4.31 842A-842 12 inch 30.00 0.005 842A 907.85 842 907.81 1.31 4.88 2.52 844-843 21 inch 203.00 0.004 844 905.60 843 905.25 7.34 4.81 9.63 845-844 18 inch 58.00 0,004 845 905.70 844 905.60 5.05 4.84 6.76 846-845 15 inch 30.00 0,004 846 905.73 845 905.70 2.49 4.90 4.09 850-849 27 inch 171.00 0.002 850 905.25 849 904.62 10.43 4.17 13.85 851-850 21 inch 30.00 0,004 851 905.32 850 905.25 8.10 4.18 10.02 852-851 21 inch 35.00 0,002 852 905.36 851 905.32 5.61 4.20 7.09 852-852A 12 inch 78.00 0.010 853 906.15 852A 905.54 3.14 4.29 3.56 852A-852 21 inch 122.00 0.002 852A 905.54 852 905.36 5.69 426 7.09 855-854 15 inch 166.00 0.011 855 908.57 854 906.66 3.72 4.67 6.71 856-855 15 inch 30.00 0.003 856 908.64 855 908.57 2.31 4.69 3.54 860-859 15 inch 176.00 0.023 860 908.64 859 904.30 7.26 4.77 9.82 861-860 15 inch 30.OD 0.004 861 908.73 860 908.64 3.82 5.06 4.09 863-862 12 inch 186.00 0.013 863 910.06 862 907.58 2.55 4.81 4.03 864-863 12 inch 30.00 0.004 864 910.09 863 910.06 1.01 4.93 2.25 665-866 15 inch 157.00 0.003 865 906.78 866 908.32 3.49 4.65 3.50 666-867 21 inch 30.00 0.003 866 908.32 867 908.27 6.79 4.54 8.68 867-868 24 inch 155.00 0.003 867 908.27 868 907.86 10.05 4.52 12.32 868-869 27 inch 175.00 0.002 868 907.86 869 907.17 11.46 4.45 15.17 871-870 15 inch 155.00 0.011 871 908.61 870 906.84 5.36 4.74 6.71 872-871 15 inch 30.00 0.004 872 908.64 871 908.61 2.30 4.76 4.09 874-873 12 inch 24.00 0.003 874 913.35 873 91323 0.52 5.57 1.92 ' Title: 42611 Project Engineer: Dave Stoeppelwerth s:\42611\drainage~stormcad\42611 overall rev3.stm Stoeppelwerth8vA5SOC StormCAD v4.1.1 [4.2014] 03/19/03 02:45:46 PM m Haes[ad Methods, Inc. 37 Brooksitle Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 1 ,' GUTTER SPREAD CALCULATIONS ~~ lJ 1 Label Inlet C Local Intensity (in/h r) Inlet Area (acres) Local Rational Flow (cfs) SOSA 0.27 4.62 0.60 0.75 809A 0.36 4.69 1.35 2.30 810 0.41 4.37 1.07 1.93 811 0.40 4.18 1.22 2.06 813 0.47 4.77 0.91 2.06 814 0.47 4.94 0.77 1.80 818 0.49 4.58 1.13 2.56 819 0.49 4.86 0.78 1.87 821 0.51 4.89 1.11 2.79 822 0.49 4.62 0.79 1.80 823 0.50 4.70 0.94 2.23 835 0.51 4.90 1.05 2.65 836 0.49 4.98 0.54 1.33 837 0.50 4.80 0.69 1.67 838 0.48 4.76 1.00 2.30 842 0.45 4.77 0.65 1.41 842A 0.45 4.88 0.59 1.31 844 0.51 4.88 0.94 2.36 845 0.51 4.84 1.04 2.59 846 0.52 4.90 0.97 2.49 850 0.51 4.76 1.10 2.69 851 0.51 4.81 1.17 2.89 852A 0.32 4.64 1.87 2.80 853 0.31 4.29 2.34 3.14 855 0.51 4.87 0.59 1.48 856 0.51 4.69 0.96 2.31 860 0.51 4.77 1.49 3.66 861 0.51 5.06 1.47 3.82 863 0.51 4.81 0.63 1.56 864 0.51 4.93 0.40 1.01 865 0.30 4.65 2.48 3.49 866 0.50 4.89 1.48 3.65 867 0.50 4.77 1.44 3.46 868 0.32 4.76 0.75 1.15 871 0.51 4.76 1.26 3.08 872 0.51 4.76 0.94 2.30 874 0.33 5.57 0.28 0.52 Scenario: Design 6/4/02 Inlet- Local Rational Flow ' Title: 42611 Projec[ Engineer: Dave Stoeppelwerth s:\42611\drainage\stormcad\42611_overall_rev3s[m StoeppelwerthBASSOC StormCAD V4.1.1 [4.2014] 03/19/03 02:45:52 PM ©Haestatl Methods, Inc. 37 Brookside Roatl Waterbury, CT 06708 USA +1-203-755-1666 Page t of t ' Saddle Creek Spread Calculations Job # 42611 L I~ Grates in Sag Condition Cross Sectional Gutter Inlet Rational Flow Grate Perimeter Depth at Casting Slope Spread Inlet Type (c.fs.) (ft) (ft) (ft/ft) (ft) 813 2.06 4.58 0.28 0.021 10.97 Sin le 814 1.80 4.58 0.26 0.021 9.82 Sin le 818 2.56 6.75 0.25 0.021 9.53 Double 819 1.87 4.58 0.26 0.021 10.13 Sin le 821 2.79 6.75 0.27 0.021 10.24 Double 822 1.80 4.58 0.26 0.021 9.82 Sin le 823 2.23 4.58 0.30 0.021 11.70 Sin le 831 1.53 4.58 0.23 0.021 8.56 Sin le 832 1.44 4.58 0.22 0.021 8.12 Sin le 835 2.65 4.58 0.33 0.021 13.43 Sin le 836 1.33 4.58 0.21 0.021 7.58 Sin le 837 1.67 4.58 0.24 0.021 9.22 Sin le 838 2.30 4.58 0.30 0.021 12.00 Sin le 844 2.36 4.58 0.31 0.021 12.25 Sin le 845 2.59 6.75 0.25 0.021 9.62 Double 846 2.49 6.75 0.25 0.021 9.31 Double 850 2.69 6.75 0.26 0.021 9.93 Double 851 2.89 6.75 0.27 0.021 10.54 Double 60 3.66 6.75 0.02 5 ou e 861 3.82 6.75 0.33 0.021 13.20 Double 868 1.15 6.75 0.15 0.021 4.59 Double 869 3.46 6.75 0.31 0.021 12.20 Double 871 3.08 6.75 0.28 0.021 11.10 Double 872 2.30 6.75 0.23 0.021 8.71 Double ' Grates in-line CI' CI 1 J u Inlet Rational Flow (c.fs. Longitudinal Slope (ft/k) Transverse Slope (k/k) Manning's Coefficient Depth at Casting (ft) Gutter Spread Inlet Type 855 1.48 0.008 0.021 0.013 0.16 7.82 Sin le 856 2.31 0.008 0.021 0.013 0.19 9.24 Sin le 863 1.56 0.005 0.021 0.013 0.18 8.71 Sin le 864 1.01 0.005 0.021 0.013 0.16 7.40 Sin le 1 1 SWALE CALCULATIONS HEG-RAS Plant Saddle Creeh River: Southwest Ditch Reach: 1 CWvert~ _ ,... _._. .... _... ..... 33608 905.82. 909.]2 ~ ~~ 336 06 905.67 ~ 909.59. _ __ _ -- `- 336 081 905 49. 909.41 907.26', 906.423 9D7 UAU86li3'. 8.971 ...:_ 1 312,48 -_ ,... 263.1 t' ~ ,..... 0.95=- _ _ __ 001455 _. _,,. 3 88 513.64'. ; 224 00'. i 0.40f ; t OA00712 258 620.435 341.85; D.28''. 0_000621' 321 57864 408271 0_3f O.Q010831 ~~ 309 362 69! 213 33' 0,35'. 0901647 4 43- 208 DO 124,63; 0.431 0001940, 473: 77342.: 556.1?~~~- p.47! 0002009€ 473 5$464, 113.10- OA7 ~ _.-, __.~ ~+~~~ ~ ~ .. m ... - ~ g 0001541 ~ 387 _ _ 36598} .. 182 $3 0.4 ~ 0 004004 4 86,~ -000 7&~ 290 091 0,61 Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3/26/2002 9105 T ..- 0. i 3 9100 (_ _.. __. _.. _ ......._ _... _. __ __ _..__. _ ....,......_. __ .... __ 909.5-€ .. .... ...-.._-.. 909,0: , ° 908,5 . _~. w 908.0-i ..............~ ~.- t t 907.5 ! t f 907.0 ~ • ~ t 9065-~-_...~- ,_ ,_.._.,_.. _ _.- ,.. _ ____ 0 50 700 150 2hD Stadoo (ft) Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3/2612002 c c 'm w '._.legentl .. i EG PF 7 ~ WS PF 1 Cnf PF t Ground r ~ flank Sta t 300..., ... 35D ~_..'L`egend..__ EG P~F.i.. j WS PF 1 Crit PF 1 ~~ ...Ground _ '. • ' eank Sta ':~ 34fi Station (f1.1 c a a w w legend EG PF t WS PF 1 Crii PF 1 Grour~ci 0 i Bank Sra 250 " Legend ` ", ~~ EG PF t ''. WS PF 1 i Crit PF i Ground e Bauk Sta '. 256 Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3126!2002 91D.0- 909.5- 909.0 908.5 c m 908.0 s _N w 907.5 907.0 912 971 9iC r m v w 907 y legend Eri PF i i G WS PF i Ground 0 Bank Sta ',. i50 '.. Cegeo7..., EG PF 7 t __ _. j WS PFt ',. Ccit PF i i ,_ Ground • Bank Ste 500 Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3/26f2002 .. .. .._. 5U 100 750 200 Station {ftJ Saddle Creek- southwest diCCh Saddle Greek- southwest ditch 3!26!2002 2-0 ~D3;- -_ __ ___.~___. ?d ..._.. _.... Station {k) ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ r ~ ~ ~ ~ 912 911 910 'Y 509 c ° 'v 908 w 907 900 905 911 910 909 ° 908 m w 907 •_.. Saddle hw 03 >_k- southwest ditch 3/2612002 24 ___ _. _. __ ......... ._a ~. 200 300 ~ _. 400 .._. .. Station (N) Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3/26/2002 .24 -- ~=..D3n--- .. _._ ~..... .2a laflentl EG PFt WSPFi Ground 0 Bank 5ta SOU Lepend~ EG PF 1 • WS PF t Ground • '~, Bank Sta Station i0) Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3/28/2002 971 { ___ 24 __.. ._.._.____--.03--,-1`-- ._._ ...... .24._ _...._._ ~. legend ~ . i 970-~ ~ EG PF t i i __ .... .. ._ ..,. , _ .... ..... ._. ' ._.. _ ~ WS PF 7 ____ __.. 9091 Gramrd z , o Bank Sfa c ° 90&[ '. w 907 ~ .._ ...... _~ • E I 7 . 905 s _.... .._.._ ~ ._ ........ ,...,.... .,.. ,.. .. _ __ _. _ _,... _.. _ 0 50 100 150 206 250 300 350 Station (ft} Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3/26/2002 ' 911 ice" -.24 -- _....~a-.__03--~-.__ .- -.2A- ~ Legend i i 910 ~,~ ~, r,_ ,._.~ .... __..._... __ EG PF r j WS PF 7 ':'. 409 ',, ...._. .._.._..._..-_..._-.- _ I Ground !. ~ ~ e Bank Sta '~ ~ ° { 908 '~ .w..,,,.._ _' 1 v 3 w 907 • • 906': 905 ~i 0 .....,. .__ __.:... _,-._ ~_,__.~.-__. __ .. _.. __._ ...._ ..........._~ _ ._.. ..... 50 100 150 2p0 _ ' 25p Station (ft) 911 ~~ 1 910- i 909 ~. sua ,u 1 907 -' 906 -i ch Saddle Creek- southwest d .03 - ...._._... .______._. _... 2A . Legene" ' , ~ EG PF.t (WS PP t _ .. Graund _ . __.. f3ank Ste • o 50 t00 150 20t Staflon {H} Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3/26/2002 911 7~....._.. .......-- .24_ ___ _....__;,+_.....03-_-^3°--......_ .. ._..___-'.24 ..._...... . .......... 910'..... ,._...,. _,...., 25a Legentl EG PF I WS £~F i Ground e Bank Ste ~ 250 ~ ~ ~ ~ ~ ~ ~ ~ . ~ ~ . ~ ~ ~ w ~ ~ ~ x o` w n v w e Creek- southwest ditch .t 970 909 ~_ c ° 907 m w 906 905 904 24 legend I EG PF t WS PF l [ ~ Ctit PF t ''.'. € Graiinu '.j $ank SIB '. fi0 80 _. .._. ibb 120 Station (ht Saddle Creek- southwest ditch Saddle Creek- southwest dRch 3/26/2002 - __.___ .._120 Station (ft) Saddle Creek- 509 ~ 907 a m ul 906 Legend _ _ ] EG PF 1 __ ~ ws PF1 - , Crit PF i ~'. Ground 0 i BanR Sta 904 , _.... . ...._... , - ,.......,._. m _...._._. ........ 0 50 100 150 200 Station (ft} Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3/26!2002 906 0 € .. . ._.. . .....24 .....__ ....... 03 .--~ .... ...24 ~ _.. "" r .. _ . .. .. _......... m _. .. ... _ _. _...._ end s ._.. Leg 90756 ..._._.. EG PF1 907.O~ ~ WS PF t Ont PF t .-. 906.5- flrounn c 906A- ~ e Bank Sta } v ~ 905.5 { I _.._ .. 905.0 % ..._ .. .. _... _.... 200 Station (tt) 9D8 0 907,5 907.0 9DS s 908.0 d w any a Saddle Creek- southwest ditch Saddle Creek- southwest ditch 312 612 0 0 2 au tuu 75D Station (ft) Saddle Creek- southwest ditch Saddle Greek- southwest ditch 3126/2002 c 0 m w _ __,ti .', EG PF 1 '. WS PF 7 Crit PF't ___.... ,_........ , i ' Ground • ...Bank Sia ....................... 500 ~eyand ,. EG PF i WS PF 1 Crit PF t Ground s Bank Sta 200 Station (R) Saddle Creek- southwest ditch Saddle Creek- southwest ditch 3/26/2002 909 .h __.. _ _. 24 _._ -'.03 ~_ _. _...___ - . ~ 24 _. _._. .; . Legend I 908 ( EGPF 7 [[[ ~ ~PfS PF 'i i 907 .... .. --. _ .:.. ~.,; _ _ __. ~ Crlt PF 1 ~ ~ Grouna m 906~j • • 3 Barrh Sla m ..._.- _. _ t7 3 ._._. ,_._.. --.~~. ._...- 905 i__-. - _ 904-~ 903 r-._._. .,.. ..... _ ., ,....... ....... __._ ......__,_.. _. __. 0 r 100 2D0 300 400 500 Station (Hj