Loading...
HomeMy WebLinkAboutDrainage Report .0 'n i"'~ '0 10 0: 'D . . - . ">0 . . ~.> , """" ;0 ,D ~D .D ." D' .0 ,D D D' :,0' D' ':.0 .. . '. ';' - 'THE, RIDGE AT HAYDENRUN SECTION 3' . ,. \ DRAINAGE REPORT .. . PREPARED FOR: Centex Homes , 6602E. 75th Street . . Suite 100 . Indianapolis,IN 46250 PREfAREDBY: . , . Chad A. Miller . 8toeppe!werth and ASsociates (317)577 - ~400, ext.33 DATEPREPARE[): . May 27, 2004 . o .~ D. D .0 D o o ',0 o o o D D ,D o D :D', U THE RIDGE AT HAYDEN RUN SUBDIVISION Section 3 ' TABLE OF CONTENTS 1. PROJECT NARRATIVE 2. POST-DEVELOPED CONDITIONS ,3. PIPE SIZING CALCULATIONS , 4. GUTTER SPREAD CALCULATIONS 5. BACK COVER POCKET J.W. BRENDLE LEGAL DRAIN BASIN MAP POST-DEVELOPED STMC BASIN MAP POST -DEVELOPED ICPR BASIN MAP u -0 :0.., ,u, .0 , . .D. o D :0 :',,0 :0 D. D "D D .0:. :D D. .,U' i ',' THE RIDGE A THA YDENRUN SECTION 3 , , DRAINAGE NARRATIVE , "CentexHomesis proposing the'deV:elopmentofatesiaentlal !;ubdivi~ionin '" 'Hamiltonc:ounty t'o beklloWJ)asThe Ridge at Hayden RUn. Tl1esiteisloc(lted on the , South Side'of,W est 141 st'StreetbetweenShelbomeRoadand Tovvne Road. The site is , more specifically located irfapartofthe SQutpwest Quarter or Section 20; Township 18 North,'Rarige J East in Clay TOWnship;Hamilton County, Indi~~. . EXISTING CONDITIONS .. "- . ,- ' . , -, .. . . , -' ". . - - " , .' . ~ The pre-developed siteoft~Ridge at Hayden Runjspart 6fthe'J.W.Brend,le ~ ' '. " -' " . . ' , " J' . . , ., watershed ahdtheStultzand Almonc,l watershed. Accordjngto them~pping of regulated drains in Hamilton Courity.provided by the Surveyor; approxirilately 46 acres of the, site contributes to ,th~ l.W, Btertdlelegal dr(iiJi. Also according to the niappingprovided by theSurveyor,the reIriainder.'ofthe site to tI:te north drains into theStuitz aildAlmond. , .legaldnlin t6theeast FroIIlthe earliestcdh~eption,ofmappingthe J~W. Brendle ' , watershed; we have been askedto conform to the delineations ,provided by the,Hamilton . . Count y 'SurVeyor. Jt was 'this sarl:1eddine~tionflW.twas used tQ determine the allowable " ,ieleaserate 'of the detention facllities.Stoeppelwetthand AssocIates Inc. have anl;llyzed ". the'entite'J.W. Brendle watershec.Lprior toJhis:subniittalaI19, as maintained bVthe . , ~Ha:milionCoUnty Surveyor, the allowable, release rate for futUre developrrtentin this area, · ',inchiding The Ridge at Hayden Run; has been.deteimined by the full~ flow capacity of a . downstre.am culvert underneath ,West 116thSt,reet. ' '. ' ,,' , , ' ... .' . The eXIsting site i~~elf i; ~ritirely agric{utural, and th6 soii~isprimarily type Rand , C, BrookStonand Crosby: Thereis a wooded wetland to the south ofthe site and a " farmstead to thy north. The 'farInstead discharges onto ~esite, but there are very little otheroffsiteareas,'that rui1 onto the property.' The, farm field adjacent to the southwest , " ,comer~fthes!tetelt~ases approxiD;lately4acresbnto the site.,' , ' " , Stoeppelwerth and AssoC1ates, Inc. has designed' five new.subdivisionsWithin the "J;W.'Br.endlewatershed, inclu,dingThe Ridge at Hayden Rlin,: TIiemethod used to , ,determine, the allowable release rate included divi,dingthe full capacity of the most , .' '. . '., th ,'... , . ..,,' .' . restrictive culvert at West 116 Street by. the total amountofacresinthe Watershed, , which was calculatedusingthedelineated map provided by the Hamilton County , Surveyor. Thi~ resulted-in. app'roximatelyO.24 cubic feet per second for. each acre. Taking, thetotatamolintof onsite acres withintlie watershed and multiplying it by the afort?nientioIH~dcalculation can determine.the rel~ase rate thateachdevelopment must , ," nbi exceed., The.flowfro1}l. surroimding offsite areas was a:qded to. the allowaqle onsite r:unoff to simulate thatthe offsite wouldbe passeclthrough the. detention facilities. I3el()w ' is the calculatedallow~ble dis~liarge,taie for The Ridge at Hayden Roo during a 100-year . storm. event. 0' ',D 'U , J 0, ,D' W ,0 W' ,D, "'U' ~O D,:' o :~'D U 'iD, "~U W " D' - ,-" ... '. l. , , All,owablelOO-year r,eleaserate'per J. W. Brendle Wjters,h~d Analysis: ..' '. " , . , .' 'I .." , ., .. ~' ", _ . . . i : ,: , 46.2 acres of watershed onsite x 0;24 cfs per acre =' 11.09 cfs " ) , , . " ' ." +9.71 c.f.s.offsite floW =~O.8ti c.f.s. " PROP"OSED 'CONIUTIONS , There is one detention system, comprisingthfee ponds, for The Ridge at}Iayden' Run'site }Vjth its outlet being the pipe from th~ laSt pond that ~onnects tothb .Lakeside Park ,Subdivision on ~he,e(lstbmindary.Theother twopondsilj thesll:~division drain into, ,this final ~ond. Stoeppelwerthand A~sociates'Incidesigned L*esidePark Subdivision along with Shelbortle Park, Btariford p'ark, The' Trails at HaydeIl\Run, The Lakesat'" Hayden'Run and- Haydeli ~un to" the south. The post-developed, con~itions' of all six sites 'haye beenm~ster-plahned as'one large detentio~ model withthe same design constraints as,detemiinedin the J~ W. Brendle watershed study. ", " " ,', " 'Thepost-developedsit~ waSahaly~dusing a cotrtbination of programs. All pond routing and imalysiswascolllpletedusirig Advanced ICpR.. This program routes'and analyzes allcpmponents i~a ,storm system on a llser~defi:ned time interval. The second program used was StormCAD. This progranianaIyzes piPe sizing fOf,pipenetworksother ' than those routing. water ,behyeen lakes: F olipwirig isa list <>fthe Peak discharges {or the , site,.' ' , , Post-Developed Discharge1ntoLak~side Park Subdi~i~ion," , 1 0: Year 24~Hour' Storm ~ 17~J8 c.f.s. . \.. ~ .( 100- Year 24-Hour Storm - 16;94 c.ts. " , " \ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ LJ '0' ' O' .0 . o ..' " " '.0' -' o .0.. ',0- ;..~..... . '.0 . w, . D . ,0 " "-. , ' -0 " '0 .0 ':0 ..U~,' ',0 '. }' './ " ' I,' ," .' ._, I " \ ., ", I" ,P'O~.T-DEVELOPED CONDITIONS' L: r '1", . f I ~ " ':..') o o I 0 D U o o o o o o u o o o o u o o Development in J.W. Brendle Watershed The Ridge at Hayden Run Post-Developed Site Date: 5/17/04 Basin 120 Onsite Subbasin Area CN Residential 3.03 ac 79 Total 3.03 ac 79 Basin 113 Onsite Subbasin Area CN Residential 3.47 ac 79 Total 3.47 ac 79 Basin 100 Onsite Subbasin Area CN Residential 10.63 ac 79 Total 10.63 ac 79 Basin 124R Onsite Subbasin Area CN Residential 1.78 ac 79 Total 1.78 ac 79 Basin 129 Onsite Subbasin Area CN Residential 7.49 ac 79 Total 7.49 ac 79 Basin 148 Onsite Subbasin Area CN Residential 7.41 ac 79 Total 7.41 ac 79 Basin 144 Onsite Subbasin Area CN Residential 3.81 ac 79 Total 3.81 ac 79 Basin 155 Onsite Subbasin Area CN Residential 7.27 ac 79 Total 7.27 ac 79 u o o o o o o o o D o [J o o o o o U D Dev'elopment in J.W. Brendle Watershed The Ridge at Hayden Run Post-Developed Site Date: 5/17/04 Basin 192 Onsite Subbasin Area CN Residential 1.51 ac 79 Total 1.51 ac 79 Basin 193 Onsite Subbasin Area CN Residential 1 .44 ac 79 Total 1.44 ac 79 Basin 194 Onsite Subbasin Area CN Residential 1.20 ac 79 Total 1.20 ac 79 Basin 195 Onsite Subbasin Area CN Residential 1.10 ac 79 Total 1.10 ac 79 Lake R1 Onsite Subbasin Area CN Residential 6.15 ac 79 Impervious 1.49 ac 98 Total 7.64 ac 83 Lake R2 Onsite Subbasin Area CN Residential 6.52 ac 79 Impervious 1.58 ac 98 Total 8.10 ac 83 Lake R3 Onsite Subbasin Area CN Residential 5.90 ac 79 Impervious 1.25 ac 98 Total 7.15 ac 82 Offsite 100 Offsite Subbasin Area CN Farmstead ( C ) 0.98 ac 82 Total 0.98 ac 82 u o o o o o o o o o o o D o o o o o u Development in J.W. Brendle Watershed The Ridge at Hayden Run Post-Developed Site Date: 5/17/04 Offsite 113 Offsite Subbasin Area CN Lawn (B-C) 2.81 ac 74 Farmstead ( C ) 0.49 ac 82 Total 3.30 ac 75 Offsite 148 Offsite Subbasin Area CN Agricultural 3.90 ac 79 Total 3.90 ac 79 Basin 105 Onsite Subbasin Area CN Residential 1.73 ac 79 Total 1.73 ac 79 Basin 104 Onsite Subbasin Area CN Residential 0.75 ac 79 Total 0.75 ac 79 Basin 103 Onsite Subbasin Area CN Residential 3.07 ac 79 Total 3.07 ac 79 Basin 102 Onsite Subbasin Area CN Residential 0.73 ac 79 Total 0.73 ac 79 Basin 101 Onsite Subbasin Area CN Residential 4.34 ac 79 Total 4.34 ac 79 CJ CJ CJ E:J r=:J CJ CJ -==:J r==:J EJ CJ CJ CJ CJ EJ CJ LJ Development in J.W. Brendle Watershed Job#42480- The Ridge at Hayden Run Post-Developed Site Date: 117103 Time of Concentrations (CPR Basin Sheet Flow ManuallUV) Description n~ L= P,- s= T, = .007(nL)O.8/(P,"s . ) Description v~ L~ Tt~LN Description v= L~ Tt=LN T c (total) T c (total) (It) (in/hr) (ftIft) (hrs) (fl/s) (It) (hrs) (hrs) (minI 108A Grass 0.15 180 2.66 0.02 0.2866 Gutter / Swa/e 2.00 125 0.0174 Pioe Flow 2.50 970 0.1078 0.4118 24.7 105 Grass 0.15 120 2.66 0.02 0.2072 Gutter / Swa/e 2.00 90 0.0125 Pioe Flow 2.50 490 0.0544 0.2742 16.5 104 Grass 0.15 120 2.66 0.02 0.2072 Gutter / Swa/e 2.00 235 0.0326 Pipe Flow 2.50 433 0.0481 0.2880 17.3 103 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swa/e 2.00 175 0.0243 Pioe Flow 2.50 564 0.0627 0.2516 15.1 102 Grass 0.15 95 2.66 0.02 0.1719 Gutter / Swa/e 2.00 90 0.0125 Pipe Flow 2.50 919 0.1021 0.2865 17.2 101 Grass 0.15 175 2.66 0.02 0.2803 Gutter / Swa/e 2.00 210 0.0292 Pioe Flow 2.50 433 0.0481 0.3575 21.5 100 Grass 0.15 180 2.66 0.02 0.2866 Gutter / Swa/e 2.00 125 0.0174 Pipe Flow 2.50 970 0.1078 0.4118 24.7 113 Grass 0.15 120 2.66 0.02 0.2072 Gutter / Swa/e 2.00 90 0.0125 Pioe Flow 2.50 490 0.0544 0.2742 16.5 120 Grass 0.15 120 2.66 0.02 0.2072 Gutter / Swa/e 2.00 235 0.0326 Pic e Flow 2.50 433 0.0481 0.2880 17.3 124R Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swa/e 2.00 175 0.0243 Pic eFlow 2.50 564 0.0627 0.2516 15.1 129 Grass 0.15 95 2.66 0.02 0.1719 Gutter / Swa/e 2.00 90 0.0125 Pic eFlow 2.50 919 0.1021 0.2865 17.2 144 Grass 0.15 175 2.66 0.02 0.2803 Gutter / Swa/e 2.00 210 0.0292 Pic eFlow 2.50 433 0.0481 0.3575 21.5 148 Grass 0.15 150 2.66 0.02 0.2477 Gutter / Swa/e 2.00 270 0.0375 Pipe Flow 2.50 563 0.0626 0.3478 20.9 155 Grass 0.15 145 2.66 0.02 0.2411 Gutter / Swa/e 2.00 90 0.0125 Pioe Flow 2.50 805 0.0894 0.3431 20.6 192 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2.00 290 0.0403 Pipe Flow 2.50 0 0.0000 0.1901 11.4 193 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2.00 290 0.0403 Pioe Flow 2.50 0 0.0000 0.1901 11.4 194 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2.00 245 0.0340 Pioe Flow 2.50 0 0.0000 0.1839 11.0 195 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2.00 250 0.0347 Pipe Flow 2.50 0 0.0000 0.1845 11.1 Lake R1 Grass 0.15 350 2.66 0.02 0.4879 Gutter / Swa/e 2.00 0 0.0000 Pioe Flow 2.50 0 0.0000 0.4879 29.3 Lake R2 Grass 0.15 300 2.66 0.02 0.4313 Gutter / Swa/e 2.00 0 0.0000 Pipe Flow 2.50 0 0.0000 0.4313 25.9 Lake R3 Grass 0.15 240 2.66 0.02 0.3608 Gutter / Swa/e 2.00 0 0.0000 Pioe Flow 2.50 0 0.0000 0.3608 21.6 Off 1 00 Grass 0.15 205 2.66 0.02 0.3181 Gutter / Swa/e 2.00 185 0.0257 Pipe Flow 2.50 1090 0.1211 0.4649 27.9 Off 113 Grass 0.15 95 2.66 0.02 0.1719 Gutter / Swa/e 2.00 35 0.0049 Pioe Flow 2.50 490 0.0544 0.2312 13.9 Off 148 Grass 0.15 20 2.66 0.02 0.0494 Gutter / Swa/e 2.00 290 0.0403 Pipe Flow 2.50 414 0.0460 0.1357 8.1 CJ C::J o o D o o o D o o D o o o D o o u o o ===============================~========================================================== ==== Basins ============================================================================== Name: BAS10l Group: HAMPTONS Node: STR10l Type: SCS Unit Hydrograph ========================================================================================== Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Arnount(in): 0.000 Area(ac): 0.740 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 9.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Name: BAS101N Group: NORTH Node: POND1N Type: SCS Unit Hydrograph ---------------------------------------------------------------------------------------------------- Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Arnount(in): 0.000 Area (ac): 3.150 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Cone (min) : 23.40 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Name: BASi01R Group: RIDGE Node: STR101R Type: SCS Unit Hydrograph ---------------------------------------------------------------------------------------------------- Status: Onsite Unit Hydrograph: Rainfall File: Rainfall Arnount(in): Area(ac) : CLrve Number: DCIA(%) : Peaking Factor: Storm Duration (hrs) : Time of Cone (min) : Time Shift (hrs) : Max Allowable Q(cfs) : UH484 0.000 4.340 79.00 0.00 484.0 0.00 16.40 0.00 999999.000 Name: BAS102 Group: HAMPTONS Node: STR102 Type: SCS Unit Hydrograph ---------------------------------------------------------------------------------------------------- Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Arnount(in): 0.000 Area(ac): 0.530 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Cone (min) : 7.30 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Name: BAS102R Group: RIDGE Node: STR102R Type: SCS Unit Hydrograph ---------------------------------------------------------------------------------------------------- Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Arnount(in): 0.000 Area(ac): 0.730 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 10.40 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Name: BASi03 Group: RIDGE Node: STR103 Type: SCS Unit Hydrograph ---------------------------------------------------------------------------------------------------- Status: Onsite Unit Hydrograph: Ra' nfall File: Rainfall Arnount(in): Area (ac) : Curve Number: DCIA(%) : UH484 Peaking Factor: Storm Duration(hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 0.000 3.070 79.00 0.00 484.0 0.00 9.60 0.00 999999.000 Name: BAS104 Group: RIDGE Node: STR104 Type: SCS Unit Hydrograph ---------------------------------------------------------------------------------------------------- Status: Onsite Peaking Factor: 484.0 Unit Hydrograph: UH484 Page 1 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<::>2002 Streamline Technologies, Inc. u o o o D o u o u D D o o o D o o o o Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 0.750 Curve Number: 79.00 DCIA(%): 0.00 Name: BASI05 Group: HAMPTONS Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : Name: BASI05N Group: NORTH Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 1.810 Curve Number: 79.00 DCIA ( %): O. 00 Name: BASI05R Group: RIDGE Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 1.730 Curve Number: 79.00 DCIA(%): 0.00 UH484 0.000 0.770 79.00 0.00 Storm Duration (hrs) : 0.00 Time of Cone (min) : 10.90 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKEH2 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Cone (min) : Time Shift(hrs): Max Allowable Q(cfs): Node: PONDIN Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 7.60 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 13.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: STRI05 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 13.30 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Name: BASI06 Group: HAYDEN ---------------------------------------------------------------------------------------------------- Status: Onsite Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 0.000 2.510 79.00 0.00 Node: LAKEHRl Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Cone (min) : Time Shift (hrs) : Max Allowable Q(efs) : 484.0 0.00 12.00 0.00 999999.000 Name: BASI08 Group: HAMPTONS ---------------------------------------------------------------------------------------------------- Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 9.550 Curve Number: 79.00 DCIA(%): 0.00 Node: LAKEH2 Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 20.50 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Name: BASI09N Group: NORTH ---------------------------------------------------------------------------------------------------- Status: Onsite Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 0.000 0.270 79.00 0.00 Node: STRI09N Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min) : Time Shift(hrs): Max Allowable Q(cfs) : 484.0 0.00 5.50 0.00 999999.000 ---------------------------------------------------------------------------------------------------- Page 2 of 54 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. u D D o D D u o o D o o D o D o o o o Name: BASllON Group: NORTH Status: Onsite Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.820 Curve Number: 79.00 DCIA (%): 0.00 Name: BASl12H Group: HAYDEN Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 4.570 Curve Number: 79.00 DCIA(%): 0.00 Name: BASll2N Group: NORTH Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 0.000 2.940 79.00 0.00 Name: BASll3 Group: RIDGE Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 3.470 Curve Number: 79.00 DCIA(%): 0.00 Name: BASl16 Group: HAYDEN Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 2.580 Curve Number: 79.00 DCIA(%): 0.00 Name: BASll6N Group: NORTH Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac): Curve Number: DCIA(%) : UH484 0.000 2.380 79.00 0.00 Name: BASll9 Group: HAYDEN Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 3.690 Curve Number: 79.00 DCIA(%): 0.00 Node: STRllON Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Cone (min) : 9.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKEHRl Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 29.60 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: POND2N Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Cone(min) : Time Shift(hrs): Max Allowable Q(cfs) : Node: LAKERl Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 19.40 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 16.50 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKEHR2 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 27.80 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: POND2N Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Cone (min) : Time Shift(hrs): Max Allowable Q(cfs): Node: LAKEHR3 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 13 .10 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 26.80 Time Shift(hrs): 0.00 Max Allowable Q(efsl: 999999.000 Page 3 of 54 Interconnected Channel and Pond Routing Model (ICPR) 1t)2002 Streamline Technologies, Inc. o D u D o D u o o D o D o D D D D D D Name: BAS120 Group: RIDGE Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : Name: BAS121N Group: NORTH Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 2.130 Curve Number: 79.00 DCIA(%): 0.00 Name: BAS122 Group: HAYDEN UH484 0.000 3.030 79.00 0.00 Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 10.210 Curve Number: 79.00 DCIA(%): 0.00 Name: BAS124 Group: HAMPTONS Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac): Curve Number: DCIA(%) : Name: BAS124R Group: RIDGE Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 1.780 Curve Number: 79.00 DCIA(%): 0.00 Name: BAS125 Group: HAMPTONS Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : Name: BAS125N Group: NORTH Unit Hydrograph: UH484 Rainfall File: UH484 0.000 0.830 79.00 0.00 UH484 0.000 1. 090 79.00 0.00 Node: LAKER1 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs): Max Allowable Q(cfs): Node: POND2N Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 17.30 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 11.20 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKEHR3 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 24.30 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: STR124 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration(hrs) : Time of Conc(min) : Time Shift (hrs) : Max Allowable Q(cfs): Node: LAKER1 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 11. 00 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.10 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: STR125 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift(hrs): Max Allowable Q(cfs): Node: POND2N Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Status: Onsite 484.0 0.00 11. 00 0.00 999999.000 Status: Onsite Page 4 of 54 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. D o Rainfall Amount (in) : 0.000 Area (ac) : 2.260 Curve Number: 79.00 DCIA(%): 0.00 Time of Conc(min): 14.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 D Name: BAS128 Group: HAMPTONS Node: LAKEH7 Type: SCS Unit Hydrograph Status: Onsite D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 1.920 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 12.80 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 D D Name: BAS129 Group: RIDGE Node: LAKERl Type: SCS Unit Hydrograph Status: Onsite 0.000 7.490 79.00 0.00 Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs) : 484.0 0.00 17.20 0.00 999999.000 D Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : UH484 o Name: BAS132N Group: NORTH Node: POND2N Type: SCS Unit Hydrograph Status: Onsite D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 6.080 CLrve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 17.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 o D Name: BAS135 Group: HAYDEN Node: LAKEHR3 Type: SCS Unit Hydrograph Status: Onsite 0.000 9.630 79.00 0.00 Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 484.0 0.00 20.30 0.00 999999.000 D Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 o Name: BAS143N Group: NORTH Node: POND2N Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.900 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 10.50 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 D Name: BAS144 Group: RIDGE Node: LAKER3 Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Ra' nfall File: Rainfall Amount (in) : 0.000 Area(ac): 3.810 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 21.50 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 o Name: BAS148 Node: LAKER3 Status: Onsite o Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 5 of 54 D o D Group: RIDGE Unit Hydrograph: UH484 Rainfall File: Rainfall Amountlin): 0.000 Arealac): 7.410 Curve Number: 79.00 DCIA I %): 0.00 o o Name: BAS155 Group: RIDGE o Unit Hydrograph: UH484 Rainfall File: Rainfall Amountlin): 0.000 Area lac): 7.270 Curve Number: 79.00 DCIA 1%): 0.00 o o Name: BAS192 Group: RIDGE Unit Hydrograph: Rainfall File: Rainfall Amountlin): Area(ac): Curve Number: DCIA(%) : 0.000 1. 630 79.00 0.00 UH484 o o Name: BAS193 Group: RIDGE o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 1.440 Curve Number: 79.00 DCIA(%): 0.00 o Name: BAS194 Group: RIDGE o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 1.030 Curve Number: 79.00 DCIAI%): 0.00 D o Name: BAS195 Group: RIDGE Unit Hydrograph: Rainfall File: Rainfall Amountlin): Area (ac) : Curve Number: DCIA(%) : UH484 0.000 1. 090 79.00 0.00 o o Name: BAS201 Group: LAKES D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 0.320 Curve Number: 79.00 DCIA(%): 0.00 o Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 20.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKER3 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Durationlhrs): 0.00 Time of Conc(min): 20.60 Time Shift(hrs): 0.00 Max Allowable Qlcfs): 999999.000 Node: STR192 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: STR193 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 11. 40 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 11.40 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR194 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 11.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: STR195 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift(hrs): Max Allowable Q(cfs): Node: STR201 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 11.10 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 5.40 Time Shift(hrs): 0.00 Max Allowable Qlcfs): 999999.000 Page 6 of 54 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. D o o ---------------------------------------------------------------------------------------------------- D Name: BAS202 Group: LAKES Node: STR202 Type: SCS Unit Hydrograph Status: Onsite 0.000 0.260 79.00 0.00 Peaking Factor: Storm Durationlhrs): Time of Conclmin): Time Shift Ihrs) : Max Allowable Q(cfs): 484.0 0.00 6.30 0.00 999999.000 D Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area lac) : Curve Number: DCIAI%) : UH484 D Name: BAS204 Group: LAKES Node: LAKEL1 Type: SCS Unit Hydrograph Status: Onsite D Unit Hydrograph: UH484 Rainfall File: Rainfall Amountlin): 0.000 Area (ac) : 4.640 Curve Number: 79.00 DCIA I %): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conclmin): 16.40 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 D Name: BAS207 Group: HAMPTONS Node: STR207 Type: SCS Unit Hydrograph Status: Onsite D Unit Hydrograph: UH484 Rainfall File: Rainfall Amountlin): 0.000 Area lac): 2.110 Curve Number: 73.00 DCIAI%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 14.50 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 D D Namp: BAS209 Group: HAMPTONS Node: STR209 Type: SCS Unit Hydrograph Status: Onsite 0.000 1. 210 79.00 0.00 Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 484.0 0.00 10.80 0.00 999999.000 D Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : UH484 D Name: BAS210 Group: HAMPTONS Node: STR210 Type: SCS Unit Hydrograph Status: Onsite D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 1.100 Curve Number: 79.00 DCIAI%): 0.00 Peaking Factor: 484.0 Storm Durationlhrs): 0.00 Time of Conc(min): 10.10 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 o ---------------------------------------------------------------------------------------------------- Name: BAS210L Group: LAKES Node: LAKEL2 Type: SCS Unit Hydrograph Status: Onsite D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 16.600 Curve Number: 79.00 DCIAI%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 29.60 Time Shift(hrs): 0.00 Max Allowable Q(efs): 999999.000 o ---------------------------------------------------------------------------------------------------- D Name: BAS211 Group: HAMPTONS Node: STR211 Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conelmin): 24.40 Interconnected Channel and Pond Routing Model (ICPR) iD2002 Streamline Technologies, Inc. Page 7 of 54 D o D Area(ac): 10.070 Curve Number: 75.00 DCIA(%): 0.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 o ---------------------------------------------------------------------------------------------------- Name: BAS2l2 Group: HAMPTONS Node: STR2l2 Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 1.630 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 15.50 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 o ---------------------------------------------------------------------------------------------------- o Name: BAS239L Group: LAKES Node: LAKEL3 Type: SCS Unit Hydrograph Status: Onsite 0.000 5.620 79.00 0.00 Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 484.0 0.00 14.80 0.00 999999.000 o Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 o Name: BAS243L Group: LAKES Node: STR243L Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 2.520 Curve Number: 79.00 DCIA (%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 14.20 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 o ---------------------------------------------------------------------------------------------------- Name: BAS244 Group: LAKES Node: LAKEL3 Type: SCS Unit Hydrograph Status: Onsite u Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 12.500 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 35.30 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 D ---------------------------------------------------------------------------------------------------- o Name: BAS255 Group: HAMPTONS Node: LAKEH2 Type: SCS Unit Hydrograph Status: Onsite 0.000 1.740 79.00 0.00 Peaking Factor: Storm Duration(hrs) : Time of Conc(min) : Time Shift (hrs) : Max Allowable Q(cfs) : 484.0 0.00 21. 50 0.00 999999.000 o Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 D -----~---------------------------------------------------------------------------------------------- Name: BAS255L Group: LAKES Node: STR255L Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 1.030 Curve Number: 79.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 11.60 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 [j ---------------------------------------------------------------------------------------------------- D Name: BAS256 Group: LAKES Node: STR256 Type: SCS Unit Hydrograph Status: Onsite Interconnected Channel and Pond Routing Model (ICPR) <<:>2002 Streamline Technologies, Inc. Page 8 of 54 u o D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 0.760 Curve Number: 79.00 DCIA(%}: 0.00 D D Name: BAS257 Group: LAKES D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 3.800 Curve Number: 79.00 DCIA(%): 0.00 u Name: BAS268 Group: LAKES D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 3.350 Curve Number: 79.00 DCIA(%): 0.00 o D Name: BAS269 Group: LAKES Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : UH484 0.000 0.820 79.00 0.00 o o Name: BAS270 Group: LAKES D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 3.610 Curve Number: 79.00 DCIA(%): 0.00 u D Name: BAS274 Group: LAKES Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : UH484 0.000 0.560 79.00 0.00 o D Name: BAS802 Group: SHELPARK o Unit Hydrograph: UH484 Ra,nfall 'File: Rainfall Amount (in) : 0.000 Area(ac): 1.040 Curve Number: 79.00 DCIA(%): 0.00 D Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 11.60 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR257 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 15.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR268 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 10.20 Time Shift (hrs) : O~OO Max Allowable Q(cfs): 999999.000 Node: STR269 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Cone (min) : Time Shift (hrs) : Max Allowable Q(cfs): Node: STR270 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 12.40 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 20.70 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR274 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q{cfs): Node: LAKESl Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 10.60 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 6.40 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Page 9 of 54 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. u o u Status: Onsite Name: BAS806 Group: SHELPARK D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 0.960 Curve Number: 79.00 DCIA(%): 0.00 D D Name: BAS812 Group: SHELPARK Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : UH484 0.000 3.420 79.00 0.00 o D Name: BAS819 Group: SHELPARK o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 26.910 Curve Number: 79.00 DCIA(%): 0.00 o D Name: BAS820 Group: SHELPARK Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 0.000 0.370 79.00 0.00 o D Name: BAS821 Group: SHELPARK u Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.400 Curve Number: 79.00 DCIA(%): 0.00 o Name: BAS821A Group: SHELPARK u Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 1.470 Curve Number: 79.00 DCIA(%): 0.00 u D Name: BAS822 Group: SHELPARK u Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.730 Node: LAKESl Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 10.60 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKES2 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: LAKESl Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 24.00 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 38.10 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR820 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: STR821 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 5.00 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 5.30 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESl Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 14.70 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR822 Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 12.40 Time Shift(hrs): 0.00 Status: Onsite Page 10 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<)2002 Streamline Technologies, Inc. u o o Curve Number: 79.00 DCIA(%): 0.00 o Name: BAS824 Group: SHELPARK o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.530 Curve Number: 79.00 DCIA (%): 0.00 o o Name: BAS825 Group: SHELPARK UH484 Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : 0.000 1.350 79.00 0.00 o o Name: BAS826 Group: SHELPARK o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.530 Curve Number: 79.00 DCIA(%): 0.00 o Namp: BAS827 Group: SHELPARK o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 1.160 Curve Number: 79.00 DCIA(%): 0.00 D o Name: BAS828 Group: SHELPARK UH484 Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : 0.000 0.400 79.00 0.00 u u Name: BASIN 157 Group: STANFORD D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 3.160 Curve Number: 78.00 DCIA (%): 0.00 o Name: BASIN 161 Group: STANFORD u Max Allowable Q(cfs): 999999.000 Node: STR824 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 11.40 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR825 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: STR826 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 18.00 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 10.80 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR827 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 13.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR828 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: STR157 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 11. 00 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 13.10 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR161 Type: SCS Unit Hydrograph Status: Onsite Page 11 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<::>2002 Streamline Technologies, Inc. u o o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 2.220 Curve Number: 78.00 DCIA(%): 0.00 o o Name: BASIN 169 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 1.450 Curve Number: 78.00 DCIA(%): 0.00 o Name: BASIN 181 Group: STANFORD D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 11.820 Curve Number: 82.00 DCIA(%): 0.00 o o Name: BASIN 194 Group: STANFORD UH484 Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : 0.000 1. 450 78.00 0.00 D o Name: BASIN 199 Group: STANFORD D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 2.590 Curve Number: 82.00 DCIA(%): 0.00 o Name: BASIN 201A Group: STANFORD D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.620 Curve Number: 93.00 DCIA(%): 0.00 u u Name: BASIN 209 Group: STANFORD D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 "Area(ac): 8.760 Curve Number: 85.00 DCIA(%): 0.00 D Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 12.50 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTAN1 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 10.00 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTAN2 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 21.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTAN2 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: LAKESTAN2 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 12.30 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 25.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTANl Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 13.50 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTAN1 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift(hrs): Max Allowable Q(cfs): Status: Onsite 484.0 0.00 30.80 0.00 999999.000 Page 12 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<:l2002 Streamline Technologies, Inc. u o o Name: BASIN109 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Arnountlin): 0.000 Area lac): 7.220 Curve Number: 78.00 DCIAI%): 0.00 o o Name: BASIN123 Group: STANFORD UH484 Unit Hydrograph: Rainfall File: Rainfall Arnountlin): Area (ac) : Curve Number: DCIA(%) : 0.000 8.940 78.00 0.00 o D Name: BASIN135 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Arnount(in): 0.000 Area(ac): 2.650 Curve Number: 78.00 DCIA (%): 0.00 D Name: BASIN139 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Arnount(in): 0.000 Area(ac): 0.960 Clrve Number: 78.00 DCIAI%): 0.00 D o Name: BASIN143 Group: STANFORD Unit Hydrograph: Rainfall File: Rainfall Arnount(in): Area(ac) : Curve Number: DCIA(%) : UH484 0.000 1.490 78.00 0.00 o o Name: BASIN148 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Arnount(in): 0.000 Area(ac): 1.690 Curve Number: 78.00 DCIA I %): 0.00 o Name: BASIN153 Group: STANFORD o Unit Hydrograph: UH484 Ra; nfall File: Rainfall Arnount(in): 0.000 Arealae): 3.010 Curve Number: 78.00 u Node: LAKESTAN3 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 19.10 Time Shift (hrs) : 0.00 Max Allowable Q(efs): 999999.000 Node: LAKESTAN3 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: LAKESTAN3 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 16.60 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 12.80 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTAN3 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 9.70 Time Shift (hrs) : 0.00 Max Allowable Q{cfs): 999999.000 Node: STR143 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: LAKESTAN3 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 11.80 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 12.10 Time Shift (hrs) : 0.00 Max Allowable Qlcfs): 999999.000 Node: LAKESTAN3 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 16.70 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Page 13 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<:>2002 Streamline Technologies, Inc. u D o DCIA(%): 0.00 o Name: BAS IN165 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 2.970 Curve Number: 78.00 DCIA(%): 0.00 o Name: BASIN196 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.210 Curve Number: 98.00 DCIA(%): 0.00 D D Name: CITYl Group: CITY D Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 HUFF-2ND 6.000 30.000 93.00 0.00 o Name: DIRECTl Group: HAYDEN o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 2.570 Curve Number: 79.00 DCIA ( %): O. 00 o Name: DIRECT2 Group: HAYDEN o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 1. 080 Curve Number: 79.00 DCIA(%): 0.00 o o Name: LAKEH2 Group: HAMPTONS UH484 Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : 0.000 4.200 85.00 0.00 o D Name: LAKEH7 Group: HAMPTONS o Unit Hydrograph: UH484 Page 14 of 54 Node: STR165 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 15.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTAN2 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 7.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKECITY Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: OUTLET Type: SCS Unit Hydrograph Status: Onsite 484.0 24.00 15.00 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 22.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STRlOO Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Cone (min) : 15.70 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKEH2 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: LAKEH7 Type: SCS Unit Hydrograph Peaking Factor: 484.0 Status: Onsite 484.0 0.00 20.20 0.00 999999.000 Status: Onsite Interconnected Channel and Pond Routing Model (ICPR) 16)2002 Streamline Technologies, Inc. o D o o Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 5.410 Curve Number: 85.00 DCIA 1%): 0.00 Storm Duration (hrs) : 0.00 Time of Conc(min): 15.70 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 o Name: LAKEHRl Group: HAYDEN Node: LAKEHRl Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area lac) : Curve Number: DCIA(%) : UH484 Peaking Factor: Storm Duration(hrs): Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 484.0 0.00 23.40 0.00 999999.000 0.000 4.840 86.00 0.00 o Name: LAKEHR2 Group: HAYDEN Node: LAKEHR2 Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amountlin): 0.000 Arealac): 3.950 Curve Number: 82.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 29.10 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 D u Name: LAKEHR3 Group: HAYDEN Node: LAKEHR3 Type: SCS Unit Hydrograph Status: Onsite 0.000 3.890 84.00 0.00 Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 484.0 0.00 23.40 0.00 999999.000 o Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 o Name: LAKELl Group: LAKES Node: LAKELl Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 3.070 Curve Number: 82.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 16.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 o Name: LAKEL2 Group: LAKES Node: LAKEL2 Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 5.540 Curve Number: 85.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 15.70 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 o o Name: LAKEL3 Group: LAKES Node: LAKEL3 Type: SCS Unit Hydrograph Status: Onsite 0.000 7.720 84.00 0.00 Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 484.0 0.00 20.20 0.00 999999.000 o Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : UH484 o Interconnected Channel and Pond Routing Model (I CPR) (j;)2002 Streamline Technologies, Inc. Page 15 of 54 o u o Name: LAKERl Group: RIDGE Status: Onsite D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 7.640 Curve Number: 83.00 DCIA(%): 0.00 o Name: LAKER2 Group: RIDGE D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 8.100 Curve Number: 83.00 DCIA(%): 0.00 o D Name: LAKER3 Group: RIDGE UH484 Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : 0.000 7.150 82.00 0.00 o D Name: LAKESl Group: SHELPARK o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 2.940 Curve Number: 85.00 DCIA(%): 0.00 o D Name: LAKES2 Group: SHELPARK Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 0.000 2.230 83.00 0.00 o o Name: LAKE STAN 1 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 2.690 Curve Number: 84.00 DCIA(%): 0.00 o Name: LAKESTAN2 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 1.970 Curve Number: 81.00 DCIA(%): 0.00 D Node: LAKERl Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 29.30 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKER2 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 25.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKER3 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs) : Node: LAKESl Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 21. 60 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 9.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKES2 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration(hrs) : Time of Conc(min): Time Shift(hrs): Max Allowable Q(cfs) : Node: LAKESTANl Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 18.70 0.00 999999.000 Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 10.70 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTAN2 Type: SCS Unit Hydrograph Status: Onsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 19.50 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Page 16 of 54 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. o D o o Name: LAKESTAN3 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac): 7.700 Curve Number: 84.00 DCIA(%): 0.00 o Name: OFF 161 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 1.800 Curve Number: 65.00 DCIA(%): 0.00 o D Name: OFF 181 Group: STANFORD UH484 Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : 0.000 1. 800 65.00 0.00 o D Name: OFFIOO Group: RIDGE D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 0.980 C\:rve Numbe r: 82. 00 DCIA(%): 0.00 o Name: OFFl06 Group: HAYDEN D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 5.540 Curve Number: 80.00 DCIA(%): 0.00 o D Name: OFFI09 Group: STANFORD UH484 Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area(ac) : Curve Number: DCIA(%) : 0.000 1. 580 78.00 0.00 o o Name: OFF1l2H Group: HAYDEN o Unit Hydrograph: UH484 Ra!nfall File: Page 17 of 54 Node: LAKESTAN3 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: STR161 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 18.70 0.00 999999.000 Status: Offsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 111.40 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTAN2 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: LAKER1 Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 123.60 0.00 999999.000 Status: Offsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 27.90 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKEHR1 Type: SCS Unit Hydrograph Status: Offsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 51.20 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKES TAN 3 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): Node: LAKEHR1 Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Status: Offsite 484.0 0.00 57.90 0.00 999999.000 Status: Offsite Interconnected Channel and Pond Routing Model (ICPR) <<;:)2002 Streamline Technologies, Inc. D D o Rainfall Amountlin): 0.000 Arealac): 13.270 Curve Number: 80.00 DCIAI%): 0.00 o o Name: OFFl13 Group: RIDGE UH484 Unit Hydrograph: Rainfall File: Rainfall Amountlin): Area lac) : Curve Number: DCIA(%) : 0.000 3.300 75.00 0.00 o o Name: OFFl22 Group: HAYDEN D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Arealac): 33.740 Curve Number: 80.00 DCIAI%): 0.00 o Name: OFF123 Group: STANFORD D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area lac): 7.760 Curve Number: 78.00 DCIAI%): 0.00 o o Name: OFF135 Group: HAYDEN Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 0.000 8.630 80.00 0.00 o D Name: OFF148 Group: STANFORD o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Arealac): 1.680 Curve Number: 73.00 DCIA(%): 0.00 o Name: OFF148R Group: RIDGE o Unit Hydrograph: UH484 Rainfall File: Rainfall Amountlin): 0.000 Area(ac): 3.900 Curve Number: 79.00 DCIAI%): 0.00 o o Name: OFF244 Page 18 of 54 Time of Conc(min): 53.20 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKERl Type: SCS Unit Hydrograph Peaking Factor: Storm Duration(hrs) : Time of Conc(min) : Time Shift(hrs): Max Allowable Q(cfs) : Node: LAKEHR3 Type: SCS Unit Hydrograph Status: Offsite 484.0 0.00 13.90 0.00 999999.000 Status: Offsite Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 66.50 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKESTAN3 Type: SCS Unit Hydrograph Status: Offsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 63.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKEHR3 Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs) : Node: LAKESTAN3 Type: SCS Unit Hydrograph Status: Offsite 484.0 0.00 60.30 0.00 999999.000 Status: Offsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 153.40 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKER3 Type: SCS Unit Hydrograph Status: Offsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conclmin): 8.10 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: LAKEL3 Status: Offsite Interconnected Channel and Pond Routing Model (I CPR) IQ2002 Streamline Technologies, Inc. o u D Group: LAKES D Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 13.660 Curve Number: 69.00 DCIA(%): 0.00 o Name: OFF268 Group: LAKES o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 2.720 Curve Number: 80.00 DCIA(%): 0.00 o D Name: OFF3 Group: PRE UH484 Unit Hydrograph: Rainfall File: Rainfall Amountlin): Area(ac): Curve Number: DCIA(%) : 0.000 3.590 67.00 0.00 o D Name: OFF8l0 Group: SHELPARK o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area (ac) : 69.400 Curve Number: 77.00 DCIA(%): 0.00 o Name: OFF8l2 Grou\-: SHELPARK o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 0.710 Curve Number: 78.00 DCIA(%): 0.00 D D Name: OFFP2N Group: NORTH UH484 Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area lac) : Curve Number: DCIA(%) : 0.000 17.670 76.00 0.00 D o Name: OFLAKEL3 Group: LAKES o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 7.140 Curve Number: 80.00 DCIA(%): 0.00 o Page 19 of 54 Type: SCS Unit Hydrograph Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 132.80 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 Node: STR268 Type: SCS Unit Hydrograph Status: Offsite Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 51.50 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: PREOUT Type: SCS Unit Hydrograph Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shiftlhrs): Max Allowable Q(cfs): Node: LAKESl Type: SCS Unit Hydrograph Status: Onsite 484.0 0.00 137.80 0.00 999999.000 Status: Offsite Peaking Factor: 484.0 Storm Duration(hrs): 0.00 Time of Conc(min): 66.80 Time Shift (hrs) : 0.00 Max Allowable Qlcfs): 999999.000 Node: LAKES2 Type: SCS Unit Hydrograph Status: Offsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 42.10 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Node: POND2N Type: SCS Unit Hydrograph Peaking Factor: Storm Duration(hrs) : Time of Conc(min): Time Shift(hrs): Max Allowable Q(cfs) : Node: LAKEL3 Type: SCS Unit Hydrograph Status: Offsite 484.0 0.00 60.50 0.00 9999,99.000 Status: Offsite Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 58.10 Time Shift(hrs): 0.00 Max Allowable Q(cfs): 999999.000 Interconnected Channel and Pond Routing Model (ICPR) i!J2002 Streamline Technologies, Inc. D o D ---------------------------------------------------------------------------------------------------- D Name: PIN Group: NORTH Node: PONDlN Type: SCS Unit Hydrograph Status: Onsite 0.000 4.520 85.00 0.00 Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 484.0 0.00 16.40 0.00 999999.000 D Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 D Name: P2N Group: NORTH Node: POND2N Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 10.950 Curve Number: 84.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 13.20 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 u Name: PRECITY Group: PRE Node: PRECITY Type: SCS Unit Hydrograph Status: Offsite D Unit Hydrograph: UH484 Rainfall File: Rainfall ~ount(in): 0.000 Area(ac): 41.700 Curve Number: 78.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 52.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 o o Name: SEDGDEVl Group: SHELPARK Node: SEDGLAKE Type: SCS Unit Hydrograph Status: Onsite 0.000 20.760 75.00 0.00 Peaking Factor: Storm Duration (hrs) : Time of Conc(min): Time Shift (hrs) : Max Allowable Q(cfs): 484.0 0.00 40.00 0.00 999999.000 D Unit Hydrograph: Rainfall File: Rainfall Amount (in) : Area (ac) : Curve Number: DCIA(%) : UH484 D Name: SEDGDEV2 Group: SHELPARK Node: LAKESl Type: SCS Unit Hydrograph Status: Onsite o Unit Hydrograph: UH484 Rainfall File: Rainfall Amount (in) : 0.000 Area(ac): 7.380 Curve Number: 75.00 DCIA(%): 0.00 Peaking Factor: 484.0 Storm Duration (hrs) : 0.00 Time of Conc(min): 15.00 Time Shift (hrs) : 0.00 Max Allowable Q(cfs): 999999.000 D ========================================================================================== ~==- Nodes ~~~~~~~==-~~~~~~~~~~=--~~~~~~~~~===~~~~~~~~=====~~~~~~=~~===~~~~~~====~~=====~= ----------------------~------------------------------------------------------------------- -------------------~---------------------------------------------------------------------- D Name: L6X40N Group: LAKES Type: Stage/Area Base Flow(cfs): 0.000 Init Stage(ft): 902.410 Warn Stage(ft): 905.880 o Stage(ft) Area(ac) 902.410 905.880 0.0100 0.0100 o Name: 26X40S Group: LAKES Type: Time/Stage Base Flow(cfs): 0.000 Init Stage(ft): 902.340 Warn Stage(ft): 905.000 o Interconnected Channel and Pond Routing Model (ICPR) <<J2002 Streamline Technologies, Inc. Page 20 of 54 o D D Time (hrs) Stage 1ft) D 0.00 12.50 30.00 o Name: LAKECITY Group: CITY Type: Stage/Area D 902.340 905.000 902.340 Stage(ft) Area(ae) 907.tOO 1.7300 912.000 2.4500 o Name: LAKEH2 Group: HAMPTONS Type: Stage/Area D Stage (ft) 905.000 906.000 907.000 908.000 909.000 910.000 911. 000 912.000 o o Name: LAKEH7 Group: HAMPTONS Type: Stage/Area o Stage(ft) D 906.500 907.000 908.000 909.000 910.000 911. 000 912.COO 913.000 o o Name: LAKEHR1 Group: HAYDEN Type: Stage/Area Area (ae) 1. 9500 2.0700 2.2000 2.3200 2.4500 2.5800 2.7100 2.8400 Area(ae) 0.7200 0.7600 0.9300 1.1200 1.3200 1.5400 1.7700 2.0200 Stage(ft) Area (ae) D 903.000 904.000 905.000 906.000 907.000 908.000 D Name: LAKEHR2 Group: HAYDEN Type: Stage/Area o 1.7900 1.9100 2.0300 2.1500 2.2700 2.3900 Stage(ft) Area(ae) o 899.000 900.000 901.000 902.000 903.000 u 0.6600 0.7400 0.8200 0.9000 0.9800 Base Flow(efs): 0.000 Init Stage(ftl: 907.600 Warn Stage(ft): 912.000 Base Flow(efs): 0.000 Init Stage(ft): 905.000 Warn Stage(ft): 911.000 Base Flow(efs): 0.000 Init Stage(ft): 906.500 Warn Stage(ft): 912.000 Base Flow(efs): 0.000 Init Stage(ft): 903.000 Warn Stage(ft): 907.000 Base Flow(efs): 0.000 Init Stage (ft) : 899.000 Warn Stage(ft): 902.000 Page 21 of 54 Interconnected Channel and Pond Routing Model (ICPR) ((;)2002 Streamline Technologies, Inc. o D o Name: LAKEHR3 Group: HAYDEN Type: Stage/Area o Stage (ft) o 895.500 896.000 897.000 898.000 899.000 D Name: LAKELl Group: LAKES Type: Stage/Area o Stage(ft) D 900.700 901. 000 902.000 903.000 904.000 905.000 906.000 o Name: LAKEL2 Group: LAKES Type: Stage/Area D Stage (ft) o 900.000 901.000 902.000 903.000 904.000 905.000 906.000 D Name: LAKEL3 Group: LAKES Type: Stage/Area o Stage(ft) D 902.700 903.000 904.000 905.000 906.000 907.000 908.000 909.000 D D Name: LAKERl Group: RIDGE Type: Stage/Area Area (ac) 0.9700 1. 0200 1.1200 1. 2200 1.3200 Area(ac) o .4900 0.5100 0.5700 0.6300 0.6900 0.7500 0.8100 Area lac) 1. 2500 1. 3600 1. 4700 1.5800 1.6900 1. 8000 1.9100 Area(ac) 1. 9400 1.9800 2.1000 2.2200 2.3400 2.4600 2.5800 2.7000 Stage(ft) Area(ac) D 910.000 911. 000 912.000 913.000 914.000 915.000 D Name: LAKER2 Group: RIDGE Type: Stage/Area o 1. 4900 1.5800 1.6800 1. 7800 1. 8800 1.9800 Base F1owlcfs): 0.000 Base F1owlcfs): 0.000 Base F1owlcfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Init Stage(ft): 895.500 Warn Stage(ft): 899.000 Init Stage 1ft) : 900.700 Warn Stage(ft): 905.000 Init Stage(ft): 900.000 Warn Stage(ft): 905.000 Init Stage(ft): 902.700 Warn Stage 1ft) : 908.000 Init Stage(ft): 910.000 Warn Stage(ft): 914.000 Init Stage(ft): 908.200 Warn Stage(ft): 913.000 Page 22 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<J2002 Streamline Technologies, Inc. D o D Stage(ft) D 908.200 909.000 910.000 911. 000 912.000 913.000 914.000 o Area(ac) 1. 5800 1. 6700 1.7700 1. 8800 1. 9900 2.1100 2.2200 ------------------------------------------------------------------------------------------ o Name: LAKER3 Group: RIDGE Type: Stage/Area D Stage(ft) o 909.500 910.000 911 . 000 912.000 913.000 914.000 Area(ac) 1.2500 1.3000 1. 4200 1. 5300 1.6500 1. 7800 Base F1ow(cfs): 0.000 Init Stage(ft): 909.500 Warn Stage(ft): 913.000 ------------------------------------------------------------------------------------------ D Name: LAKESl Group: SHELPARK Type: Stage/Area Stage(ft) D 904.920 906.000 907.000 908.000 909.000 910.000 911. 000 912.000 o Area(ac} 2.7000 2.9000 3.0900 3.2900 3.4900 3.6900 3.9000 4.1500 Base F1ow(cfs): 0.000 Init Stage (ft) : 904.920 Warn Stage (ft) : 911.000 ------------------------------------------------------------------------------------------ D Name: LAKES2 Group: SHELPARK Type: Stage/Area D Stage 1ft} 904.930 906.000 907.000 908.000 909.000 910.000 911. 000 D Area(ac) 0.4600 0.5400 0.6200 0.7000 0.7800 0.8600 0.9400 Base F1ow(cfs): 0.000 Init Stage(ft): 904.930 Warn Stage (ft) : 910.000 D ------------------------------------------------------------------------------------------ Base F1owlcfs}: 0.000 Init Stage (ft) : 907.600 Warn Stage 1ft) : 913.500 Name: LAKES TAN 1 Group: STANFORD Type: Stage/Area o Stage (ft) 907.600 908.000 909.000 910.000 911. 000 912.000 913.000 914.000 D o Area(acl 0.9600 1.0000 1.1100 1. 2200 1.3200 1. 4400 1.5500 1.6600 ------------------------------------------------------------------------------------------ Name: LAKESTAN2 Group: STANFORD Type: Stage/Area o Base Flow(cfs): 0.000 Init Stage 1ft) : 907.600 Warn Stage 1ft) : 913.500 Page 23 of 54 Interconnected Channel and Pond Routing Model (ICPR) iGl2002 Streamline Technologies, Inc. o D D Stage(ft) Arealac) D 907.600 908.000 909.000 910.000 911. 000 912.000 913.000 914.000 D o Name: LAKESTAN3 Group: STANFORD Type: Stage/Area o Stage 1ft) o 908.800 909.000 910.000 911. 000 912.000 913.000 914.000 D Name: MH108A Group: NORTH Type: Stage/Area 0.3100 0.3300 0.3900 0.4500 0.5800 0.6500 0.7200 0.7900 Arealac) 2.14 00 2.1600 2.2800 2.4000 2.5200 2.6400 2.7600 o Stagel;t) Area lac) 914.130 0.0001 917.520 0.0001 o Name: OUTLET Group: HAYDEN Type: Time/Stage D Time (hrs) 0.00 10.00 12.50 15.00 30.00 D o Name: POND1N Group: NORTH Type: Stage/Area o Stage 1ft) o 914.400 915.000 916.000 917.000 918.000 919.000 920.000 o Name: POND2N Group: NORTH Type: Stage/Area D Stage 1ft) o 915-.000 916.000 917 .000 918.000 Stage(ft) 893.140 894.750 898.000 894.750 893.140 Area (ac) 1. 3500 1. 4200 1.5500 1.6800 1.8100 1. 9400 2.0800 Arealac) 2.8400 3.0000 3.1700 3.5200 Base Flow(cfs): 0.000 Init Stage 1ft) : 908.800 Warn Stage(ft): 913.000 Base Flow(cfs): 0.000 Init Stage(ft): 914.130 Warn Stage(ft): 917.520 Base Flow(cfs): 0.000 Init Stage(ft): 893.140 Warn Stage(ft): 898.000 Base Flow(cfs): 0.000 Init Stage 1ft) : 914.400 Warn Stage (ft) : 919.000 Base Flow(cfs): 0.000 Init Stage (ft) : 915.000 Warn Stage (ft) : 919.000 Page 24 of S4 Interconnected Channel and Pond Routing Model (ICPR) <<:>2002 Streamline Technologies, Inc. o D D 919.000 920.000 o Name: PRECITY Group: PRE Type: Time/Stage D Time(hrs) 0.00 12.50 30.00 o Name: PREODT Group: PRE Type: Time/Stage o Time (hrs) o 0.00 12.50 30.00 o Name: SEDGLAKE Group: SHELPARK Type: Stage/Area Stage (ft) o 906.500 908.000 909.000 910.000 911. 000 o Name: STR100 Group: HAYDEN Type: Stage/Area D Stage (ft) o 896.000 899.000 o Name: STR101 Group: HAMPTONS Type: Stage/Area 3.6900 3.8700 Stage(ft) 912.700 913.700 912.700 Stage(ft) 912.700 913.700 912.700 Area(ac) 0.8800 0.9640 1.0500 1.1330 1. 2200 Area(ac) 0.0100 0.0100 D 904.820 912.100 Stage(ft) Area(ac) 0.0002 0.0002 u Name: STRI01R Group: RIDGE Type: Stage/Area o Stage(ft) Area(ac) 910.610 0.0001 914.400 0.0001 o Name: STR102 Group: HAMPTONS Type: Stage/Area o Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Init Stage(ft): 912.700 Warn Stage(ft): 913.700 Init Stage(ft): 912.700 Warn Stage(ft): 913.700 Init Stage(ft): 906.500 Warn Stage(ft): 910.000 Init Stage(ft): 896.000 Warn Stage(ft): 899.000 Init Stage (ft) : 904.820 Warn Stage(ft): 912.100 Init Stage(ft): 910.610 Warn Stage(ft): 914.400 Init Stage(ft): 904.890 Warn Stage (ft) : 912.100 Page 25 of 54 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. o o o 904.[90 912.100 Stage(ft) Area (ac) 0.0002 0.0002 o Name: STR102R Group: RIDGE Type: Stage/Area o Stage(ft) D 910.980 916.500 Name: STR103 Group: RIDGE Type: Stage/Area o o. Area (ac) 0.0001 0.0001 o 911. 350 916.610 Stage(ft) Area(ac) 0.0001 0.0001 D Name: STR104 Group: RIDGE Type: Stage/Area Stage (ft) o 911.700 0.0001 915.200 0.0001 Area (ac) o Name: STR105 Group: RIDGE Type: Stage/Area u Stage(ft) Area(ac) 913.260 0.0001 918.030 0.0001 o Name: STR109N Group: NORTH Type: Stage/Area u Stage(ft) Area(ac) 914.500 0.0001 919.300 0.0001 u Base F1ow(cfs): 0.000 Init Stage(ft): 910.980 Warn Stage(ft): 916.500 Base Flow(cfs): 0.000 Init Stage (ft) : 911.350 Warn Stage (ft) : 916.610 Base F1ow(cfs): 0.000 Init Stage(ft): 911.700 Warn Stage(ft): 915.200 Base Flow(cfs): 0.000 Init Stage (ft) : 913.260 Warn Stage(ft): 918.030 Base Flow(cfs): 0.000 Init Stage(ft): 914.500 Warn Stage (ft) : 919.300 ------------------------------------------------------------------------------------------ Name: STR110N Group: NORTH Type: Stage/Area u Stage(ft) o 914.560 919.~00 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage (ft) : 905.360 Warn Stage (ft) : 912.100 Name: STR124 Group: HAMPTONS Type: Stage/Area D Stage(ft) o 905.360 Page 26 of 54 Area(ac) 0.0001 0.0001 Area(ac) 0.0002 Base F1ow(cfs): 0.000 Init Stage (ft) : 914.560 Warn Stage(ft): 919.300 Interconnected Channel and Pond Routing Model (ICPR) <92002 Streamline Technologies, Inc. o o o 912.100 D Name: STR125 Group: HAMPTONS Type: Stage/Area 0.0002 o Stage(ftl Area(acl 905.420 0.0002 912.100 0.0002 o Name: STR126 Group: HAMPTONS Type: Stage/Area D Stage(ft) Area(ac) 905.540 0.0002 913.400 0.0002 o Name: STR127 Group: HAMPTONS Type: Stage/Area o 905.790 912.000 Stage 1ft) Area(ac) 0.0002 0.0002 D Name: STR143 Group: STANFORD Type: Stage/Area o Stage (ft) u 908.480 912.300 o Name: STR157 Group: STANFORD Type: Stage/Area Area(ac) 0.0006 0.0006 u 908.160 916.000 Stage(ft) Area(ac) 0.0006 0.0006 D Name: STR161 Group: STANFORD Type: Stage/Area Stage 1ft) u 908.000 0.0006 915.000 0.0006 Area(ac) o Name: STR165 Group: STANFORD Type: Stage/Area o Stage(ft) Area (ac) 907.800 0.0006 914.000 0.0006 u Base Flowlcfs): 0.000 Base Flowlcfs): 0.000 Base Flow(cfsl: 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Init Stage (ft) : 905.420 Warn Stage(ft): 912.100 Init Stage(ft): 905.540 Warn Stage(ft): 913.400 Init Stage(ft): 905.790 Warn Stage(ft): 912.000 Init Stage(ftl: 908.480 Warn Stage (ft) : 921.300 Init Stage(ft): 908.180 Warn Stage(ft): 916.000 Init Stage(ft): 908.000 Warn Stage(ft): 915.000 Init Stage(ft): 907.800 Warn Stage (ft) : 914.000 Page 27 of 54 Interconnected Channel and Pond Routing Model (ICPR) CQ2002 Streamline Technologies, Inc. D o o Name: STR192 Group: RIDGE Type: Stage/Area o Stage(ft) o 908.230 914 . 800 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage(ft): 909.460 Warn Stage(ft): 915.400 Name: STR192A Group: RIDGE Type: Stage/Area o Stage (ft) o 909.460 915.400 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage (ft) : 909.020 Warn Stage(ft): 914.800 o Name: STR193 Group: RIDGE Type: Stage/Area Stage(ft) o Area (ac) 0.0002 0.0002 Area (ac) 0.0002 0.0002 909.020 0.0002 914.800 0.0002 Area(ac) Base F1ow(cfs): 0.000 Init Stage(ft): 908.230 Warn Stage(ft): 914.800 ------------------------------------------------------------------------------------------ D Name: STR194 Group: RIDGE Type: Stage/Area o Stage(ft) Area(ac) 908.960 0.0002 915.180 0.0002 Base F1ow(cfs): 0.000 Init Stage(ft): 908.960 Warn Stage(ft): 915.180 ------------------------------------------------------------------------------------------ u Name: STR195 Group: RIDGE Type: Stage/Area u Stage(ft) Area(ac) 908.800 0.0002 915.180 0.0002 u Name: STR198 Group: LAKES Type: Stage/Area u 899.710 906.500 Stage(ft) Area(ac) 0.0002 0.0002 u Base F1ow(cfs): 0.000 Init Stage (ft) : 908.800 Warn Stage (ft) : 915.180 Base Flow(cfs): 0.000 Init Stage(ft): 899.710 Warn Stage(ft): 906.500 ------------------------------------------------------------------------------------------ Name: STR201 Group: LAKES Type: Stage/Area u Stage ( ft) u 900.300 909.800 u Name: STR202 Group: LAKES Type: Stage/Area Area(ac) 0.0002 0.0002 Base Flow(cfs): 0.000 Init Stage(ft): 900.300 Warn Stage (ft) : 909.800 Base Flow(cfs): 0.000 Init Stage (ft) : 900.400 Warn Stage(ft): 909.800 Page 28 of 54 Interconnected Channel and Pond Routing Model (ICPR) 1!:J2002 Streamline Technologies, Inc. u o u Stage 1ft) o 900.400 0.0002 909.800 0.0002 Area(ac) ------------------------------------------------------------------------------------------ o Name: STR207 Group: HAMPTONS Type: Stage/Area Base Flow(cfs): 0.000 Init Stage 1ft) : 908.070 Warn Stage(ft): 912.000 o Stage(ft) Area(ac) 908.070 0.0002 912.000 0.0002 ------------------------------------------------------------------------------------------ D Name: STR208 Group: HAMPTONS Type: Stage/Area D Base Flow(cfs): 0.000 Init Stage(ft): 907.740 Warn Stage(ft): 914.800 Stage(ft) Area(ac) 907.740 0.0002 914.800 0.0002 D ------------------------------------------------------------------------------------------ Name: STR209 Group: HAMPTONS Type: Stage/Area o Stage(ft) u 907.640 913.300 ------------------------------------------------------------------------------------------ Base F1ow(cfs): 0.000 Init Stage (ft) : 907.560 Warn Stage(ft): 913.300 Name: STR210 Group: HAMPTONS Type: Stage/Area o Stage 1ft) D 907.560 913.300 ------------------------------------------------------------------------------------------ Base F1ow(cfs): 0.000 Init Stage(ft): 907.540 Warn Stage(ft): 912.000 LJ Name: STR211 Group: HAMPTONS Type: Etage/Area Base F1ow(cfs): 0.000 Init Stage (ft) : 907.640 Warn Stage(ft): 913.300 Area (ac) 0.0002 0.0002 Area (ac) 0.0002 0.0002 o 907.540 912.000 Stage(ft) Area(ac) 0.0002 0.0002 u Name: STR212 Group: HAMPTONS Type: Stage/Area Base F1ow(cfs): 0.000 Init Stage(ft): 907.380 Warn Stage(ft): 912.000 u Stage 1ft) Arealac) 907.380 0.0002 912.000 0.0002 ------------------------------------------------------------------------------------------ o Name: STR213 Group: HAMPTONS Type: Stage/Area u Base Flow(cfs): 0.000 Init Stage(ft): 907.080 Warn Stage (ft) : 913.100 Page 29 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<:>2002 Streamline Technologies, Inc. u D o 907.080 913 .100 Stage(ft) Area lac) 0.0002 0.0002 D Name: STR214 Group: HAMPTONS Type: Stage/Area o Stage (ft) o 907.020 913.100 o Name: STR243L Group: LAKES Type: Stage/Area Area lac) 0.0002 0.0002 o 901.980 907.600 Stage 1ft) Area lac) 0.0002 0.0002 o Name: STR255L Group: LAKES Type: Stage/Area Stage ( ft) o 903.200 0.0002 912.000 0.0002 Arealac) D Name: STR256 Group: LAKES Type: Stage/Area D Stage(ft) Area(ac) 903.350 0.0002 911.100 0.0002 o Name: STR257 Group: LAKES Type: Stage/Area u Stage 1ft) Area(ac) 903.570 0.0002 912.000 0.0002 o Name: STR268 Group: LAKES Type: Stage/Area o Stage 1ft) u 904.180 911 .500 Name: STR269 Group: LAKES Type: Stage/Area o Stage ( ft) u 904.480 Page 30 of 54 Area(ac) 0.0002 0.0002 Area(ac) 0.0002 Base Flowlcfs): 0.000 Base Flowlcfs): 0.000 Base Flowlcfs): 0.000 Base Flowlcfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Init Stage(ft): 907.020 Warn Stage(ft): 913.100 Init Stage(ft): 901.980 Warn Stage(ft): 907.600 Init Stage(ft): 903.200 Warn Stage(ft): 912.000 Init Stage(ft): 903.350 Warn Stage(ft): 911.100 Init Stage (ft) : 903.570 Warn Stage(ft): 912.000 Init Stage(ft): 904.180 Warn Stage(ft): 911.500 Init Stage (ft) : 904.480 Warn Stage (ft) : 911.800 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. u o o 911.800 D Name: STR270 Group: LAKES Type: Stage/Area 0.0002 o Stage(ft) Area(ac) 904.550 0.0002 911.800 0.0002 o Name: STR273 Group: LAKES Type: Stage/Area o Stage (ft) Area (ac) 902.270 0.0002 908.?00 0.0002 D Name: STR274 Group: LAKES Type: Stage/Area D 901. 030 906.600 Stage(ft) Area(ac) 0.0002 0.0002 o Name: STR820 Group: SHELPARK Type: Stage/Area D Stage(ft) o 905.220 911.270 o Name: STR821 Group: SHELPARK Type: Stage/Area Area(ac) 0.0006 0.0006 o 905.330 911. 270 Stage(ft) Area(ac) 0.0006 0.0006 o Name: STR822 Group: SHELPARK Type: Stage/Area Stage(ft) o 905.770 0.0006 911.760 0.0006 Area (ac) o Name: STR824 Group: SHELPARK Type: Stage/Area o Stage(ft) Area(ac) 905.890 0.0006 911.790 0.0006 u Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base F1ow(cfs): 0.000 Base Flow(cfs): 0.000 Base Flow(cfs): 0.000 Base F1ow(cfs): 0.000 Init Stage(ft): 904.550 Warn Stage (ft) : 911.800 Init Stage (ft) : 902.270 Warn Stage (ft) : 908.200 Init Stage (ft) : 901.030 Warn Stage (ft) : 906.600 Init Stage (ft) : 905.220 Warn Stage (ft) : 911.270 Init Stage (ft) : 905.330 Warn Stage (ft) : 911.270 Init Stage(ft): 905.770 Warn Stage(ft): 911.760 Init Stage(ft): 905.890 Warn Stage (ft) : 911.790 Page 31 of 54 Interconnected Channel and Pond Routing Model (lCPR) <<:12002 Streamline Technologies, Inc. u D D Base Flowlcfs): 0.000 Init Stage(ft): 906.270 Warn Stage 1ft) : 911.450 D D o u o o D o o o o o o o o u u Name: STR825 Group: SHELPARK Type: Stage/Area Stage(ft) 906.270 911.450 Area lac) 0.0006 0.0006 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage(ft): 906.870 Warn Stage 1ft) : 912.250 Name: STR826 Group: SHELPARK Type: Stage/Area Stage 1ft) 906.870 912.250 Area lac) 0.0006 0.0006 ------------------------------------------------------------------------------------------ Base Flowlcfs): 0.000 Init Stage 1ft) : 906.910 Warn Stage (ft) : 912.280 Name: STR827 Group: SHELPARK Type: Stage/Area Stage(ft) Area(ac) 906.910 912.280 0.0006 0.0006 ------------------------------------------------------------------------------------------ Base Flow(cfs): 0.000 Init Stage 1ft) : 907.280 Warn Stage(ft): 911.120 Name: STR828 Group: SHELPARK Type: Stage/Area Stage(ft) Area lac) 907.280 0.0006 911.120 0.0006 ========================================================================================== ~==~ Operating Tables ~~==~~~~~=~~~~~=~~~=~==~~~~===~~~~===~~~===~~===~~~~==~~~===~~===~~~ ------------------------------------------------------------------------------------------ ------------------------------------------------------------------------------------------ Name: Group: BASE Type: Rating Curve Function: US Stage vs. Discharge US Stage 1ft) Discharge(cfs) 0.000 0.000 ========================================================================================== 0.00 0.00 =~~~ Pipes ~==~~~==~~~~=~~~~~~~~~~~==~~~=====~~~~===~~~===~~~~===~~===~~~~=-~~~~=~~~==~~~~ Name: 101-270 Group: HAMPTONS ==========================================================================~=============== From Node: STR101 To Node: STR270 Length(ft): 132.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None UPSTREAM Geometry: Circular Span(in): 27.00 Riselin): 27.00 Invert(ft): 904.820 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Cliplin): 0.000 DOWNSTREAM Circular 27.00 27.00 904.550 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge w/ headwall Page32 of 54 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. o o D Name: 101-LKR1 Group: RIDGE ---------------------------------------------------------------------------------------------------- o UPSTREAM Geometry: Circular Span (in): 30.00 Rise(in): 30.00 Invert(ft): 910.610 Manning's N: 0.013000 Top C1ip(in): 0.000 Bot C1ip(in): 0.000 D From Node: STR101R To Node: LAKER1 DOWNSTREAM Circular 30.00 30.00 909.960 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length (ft) : 204.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None D Name: 102-101 Group: HAMPTONS ---------------------------------------------------------------------------------------------------- o UPSTREAM Geometry: Circular Span (in): 27.00 Rise(in): 27.00 Invert (ft) : 904.890 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 D From Node: STR102 To Node: STR101 DOWNSTREAM Circular 27.00 27.00 904.820 0.013000 0.000 0.000 upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length (ft) : 36.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 102R-101R Group: RIDGE ---------------------------------------------------------------------------------------------------- o UPSTREAM Geometry: Circular Span(in): 30.00 Rise(in): 30.00 Invert (ft) : 910.980 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 o o From Node: STR102R To Node: STR101R DOWNSTREAM Circular 30.00 30.00 910.610 0.013000 0.000 0.000 Upstream FHWl, Inlet Edge Description: Circular Concrete: Square edge wi headwall o Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Length(ftl: 151.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 103-102 Group: RIDGE ---------------------------------------------------------------------------------------------------- o UPSTREAM Geometry: Circular Span (in): 30.00 Rise(in): 30.00 Invert(ft): 911.350 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 o From Node: STR103 To Node: STR102R DOWNSTREAM Circular 30.00 30.00 911. 090 0.013000 0.000 0.000 u Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ft): 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctr1 Spec: Use dn Stabilizer Option: None Page 33 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<;)2002 Streamline Technologies, Inc. o u o Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o ---------------------------------------------------------------------------------------------------- o o o Name: 104-103 Grour: RIDGE UPSTREAM Geometry: Circular Span(in): 30.00 Rise(in): 30.00 Invert (ft) : 911.720 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STRI04 To Node: STRI03 DOWNSTREAM Circular 30.00 30.00 911. 350 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Length (ft) : 145.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- o D o Name: 105-104 Group: RIDGE UPSTREAM Geometry: Circular Span(in): 30.00 Rise(in): 30.00 Invert (ft) : 913.260 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STRI05 To Node: STRI04 DOWNSTREAM Circular 30.00 30.00 911. 770 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ft): 252.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- o o o Name: 10BA-I05 Group: RIDGE UPSTREAM Geometry: Circular Span(in): 15.00 Rise(in): 15.00 Invert (ft) : 914.130 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: MHI0BA To Node: STRI05 DOWNSTREAM Circular 15.00 15.00 913.260 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o o o Length(ft): Bl.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- Name: 109N-PIN From Node: STRI09N Length ( ft) : Group: NORTH To Node: PONDIN Count: Friction Equation: UPSTREAM DOWNSTREAM Solution Algorithm: Geometry: Circular Circular Flow: Span(in) : 30.00 30.00 Entrance Loss Coef: Rise(in) : 30.00 30.00 Exit Loss Coef: Invert (ft) : 914.500 914.400 Bend Loss Coef: Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Bot Clip(in): 0.000 0.000 Stabilizer Option: 50.00 1 Average Conveyance Automatic Both 0.00 0.00 0.00 Use dc or tw Use dn None Page 34 of 54 o Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. u D o Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o ---------------------------------------------------------------------------------------------------- o D Name: 110N-109N Group: NORTH UPSTREAM Geometry: Circular Span(in): 30.00 Rise(in): 30.00 Invert (ft) : 914.560 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR110N To Node: STRl09N DOWNSTREAM Circular 30.00 30.00 914.500 0.013000 0.000 0.000 o Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Length(ft): 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- o o D Name: 124-H2 Group: HAMPTONS UPSTREAM Geometry: Circular Span(in): 33.00 Rise(in): 33.00 Invert (ft) : 905.360 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR124 To Node: LAKEH2 DOWNSTREAM Circular 33.00 33.00 905.000 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o o o o o o o Name: 125-124 Group: HAMPTONS UPSTREAM Geometry: Circular Span(in): 33.00 Rise (in): 33.00 Invert(ft): 905.420 Manning's N: 0.013000 Top Clip(inl: 0.000 Bot Clip(in): 0.000 From Node: STR125 To Node: STR124 DOWNSTREAM Circular 33.00 33.00 905.360 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length (ft) : 180.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 126-125 From Node: STR126 Length (ft) : 60.00 Group: HAMPTONS To Node: STR125 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span(in) : 30.00 30.00 Entrance Loss Coef: 0.50 Page 35 of 54 Interconnected Channel and Pond Routing Model (ICPR) i1d2002 Streamline Technologies, Inc. u o D Rise(in): 30.00 Invert (ft) : 905.540 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 30.00 905.420 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 127-126 Group: HAMPTONS ---------------------------------------------------------------------------------------------------- u UPSTREAM Geometry: Circular Span (in): 30.00 Rise (in): 30.00 Invert(ft): 905.790 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 u From Node: STR127 To Node: STR126 DOWNSTREAM Circular 30.00 30.00 905.540 o .013000 0.000 0.000 o Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Length (ft) : 125.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 143-157 Group: STANFORD ---------------------------------------------------------------------------------------------------- o UPSTREAM Geometry: Circular Span (in): 21. 00 Rise (in:: 21. 00 Invert (ft) : 908.480 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 o From Node: STR143 To Node: STR157 DOWNSTREAM Circular 21.00 21.00 908.180 o . 013000 0.000 0.000 o Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Length (ft) : 288.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 157-161 Group: STANFORD ---------------------------------------------------------------------------------------------------- o UPSTREAM Geometry: Circular Span(in): 24.00 Rise(in): 24.00 Invert(ft): 908.180 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 o o From Node: STR157 To Node: STR161 DOWNSTREAM Circular 24.00 24.00 908.000 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o DownstreamFHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 161-165 o From Node: STR161 Length(ft): 178.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 202.00 Page 36 of 54 Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. D D o D o Group: STANFORD UPSTREAM Geometry: Circular Span(in): 24.00 Rise(in): 24.00 Invert (ft) : 908.000 Manning's N: 0.001300 Top Clip(in): 0.000 Bot Clip(in): 0.000 To Node: STR165 DOWNSTREAM Circular 24.00 24.00 907.800 0.001300 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall u Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- o o Name: l65-P2 Group: STANFORD UPSTREAM Geometry: Circular Span (in): 24.00 Rise (in): 24.00 Invert (ft) : 907.800 Manning's N: 0.001300 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR165 To Node: LAKESTAN2 DOWNSTREAM Circular 24.00 24.00 907.600 0.001300 0.000 0.000 D Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Length (ft) : 195.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- u o Name: 192-193 Group: RIDGE UPSTREAM Geometry: Circular Span(in): 27.00 Rise(in): 27.00 Invert(ft): 909.130 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR192 To Node: STR193 DOWNSTREAM Circular 27.00 27.00 909.020 0.013000 0.000 0.000 D Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Length(ft): 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- D o o D o Name: 192A-192 Group: RIDGE UPSTREAM Geometry: Circular Span(in): 27.00 Rise(in): 27.00 Invert(ft): 909.360 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR192A To Node: STR192 DOWNSTREAM Circular 27.00 27.00 909.230 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ft): 43.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Page 37 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<;)2002 Streamline Technologies, Inc. u D ---------------------------------------------------------------------------------------------------- o D u Name: 193-R2 Group: RIDGE UPSTREAM Geometry: Circular Span(in): 27.00 Rise(in): 27.00 Invert (ft) : 908.940 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR193 To Node: LAKER2 DOWNSTREAM Circular 27.00 27.00 908.200 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length (ft) : 245.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None D ---------------------------------------------------------------------------------------------------- D o Name: 194-195 Group: RIDGE UPSTREAM Geometry: Circular Span(in): 18.00 Rise(in): 18.00 Invert(ft): 908.860 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR194 To Node: STR195 DOWNSTREAM Circular 18.00 18.00 908.800 0.013000 0.000 0.000 o Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Length (ft) : 31.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- D o Name: 195-R2 Group: RIDGE UPSTREAM Geometry: Circular Span(in): 18.00 Rise(in): 18.00 Invert (ft) : 908.700 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR195 To Node: LAKER2 DOWNSTREAM Circular 18.00 18.00 908.700 0.013000 0.000 0.000 D Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D D o o o Length (ft) : 252.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- Name: 198-HR2 From Node: STR198 Length (ft) : 353.00 Group: LAKES To Node: LAKEHR2 Count: 1 Friction Equation: Average Conveyance UPSTREAM DOWNSTREAM Solution Algorithm: Automatic Geometry: Circular Circular Flow: Both Span (in) : 27.00 27.00 Entrance Loss Coef: 0.50 Rise (in) : 27.00 27.00 Exit Loss Coef: 0.00 Invert (ft) : 899.710 899.000 Bend Loss Coef: 0.00 Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Use dc or tw Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: Use dn Bot Clip (in) : 0.000 0.000 Stabilizer Option: None Page 38 of 54 Interconnected Channel and Pond Routing Model (ICPR) <<:J2002 Streamline Technologies, Inc. o u Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall u Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall -----------------------------------------~---------------------------------------------------------- D u D Name: 20l-L2 Group: LAKES UPSTREAM Geometry: Circular Span{in): 48.00 Rise{in): 48.00 Invert{ft): 900.320 Manning's N: 0.013000 Top Clip{in): 0.000 Bot Clip{in): 0.000 From Node: STR201 To Node: LAKEL2 DOWNSTREAM Circular 48.00 48.00 900.000 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length (ft) : 290.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- o D D Name: 202-201 Group: LAKES UPSTREAM Geometry: Circular Span{in): 48.00 Rise{in): 48.00 Invert{ft): 900.410 Manning's N: 0.013000 Top Clip{in): 0.000 Bot Clip{in): 0.000 From Node: STR202 To Node: STR201 DOWNSTREAM Circular 48.00 48.00 900.320 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D Length(ft): 46.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- o o Name: 207-208 Group: HAMPTONS UPSTREAM Geometry: Circular Span{in): 36.00 Rise{in): 36.00 Invert (ft) : 907.880 Manning's N: 0.013000 Top Clip{in): 0.000 Bot Clip(in): 0.000 From Node: STR207 To Node: STR208 DOWNSTREAM Circular 36.00 36.00 907.660 0.013000 0.000 0.000 o Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D D o o Length{ft): 130.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ---------------------------------------------------------------------------------------------------- Name: 208-209 From Node: STR208 Length (ft) : Group: HAMPTONS To Node: STR209 Count: Friction Equation: UPSTREAM DOWNSTREAM Solution Algorithm: Geometry: Circular Circular Flow: Span(in) : 36.00 36.00 Entrance Loss Coef: Rise(in) : 36.00 36.00 Exit Loss Coef: Invert (ft) : 907.660 907.600 Bend Loss Coef: Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: 40.00 1 Average Conveyance Automatic Both 0.50 0.00 0.00 Use dc or tw Page 39 of 54 Interconnected Channel and Pond Routing Model (ICPR) (\;)2002 Streamline Technologies, Inc. o o Top Clip(in): 0.000 Bot Clip(in): 0.000 Inlet Ctrl Spec: Use dn Stabilizer Option: None D 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall D o Name: 209-210 Group: HAMPTONS ---------------------------------------------------------------------------------------------------- u UPSTREAM Geometry: Circular Span (in): 36.00 Rise (in): 36.00 Invert(ft): 907.600 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 D From Node: STR209 To Node: STR210 DOWNSTREAM Circular 36.00 36.00 907.550 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ft): 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None D Name: 210-211 Group: HAMPTONS ---------------------------------------------------------------------------------------------------- o UPSTREAM Geometry: Circular Span(in): 36.00 Rise (in): 36.00 Invert (ft) : 907.550 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 o From Node: STR210 To Node: STR211 DOWNSTREAM Circular 36.00 36.00 907.310 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length (ft) : 143.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None o Name: 211-212 Group: HAMPTONS ---------------------------------------------------------------------------------------------------- o UPSTREAM Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert (ft) : 907.310 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 o From Node: STR211 To Node: STR212 DOWNSTREAM Circular 36.00 36.00 907.170 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall o Length(ft): 80.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 212-213 Group: HAMPTONS ---------------------------------------------------------------------------------------------------- UPSTREAM o From Node: STR212 To Node: STR213 DOWNSTREAM Length(ft) : Count Friction Equation Solution Algorithm 150.00 1 Average Conveyance Automatic Page 40 of 54 Interconnected Channel and Pond Routing Model (ICPR) 1iJ2002 Streamline Technologies, Inc. o o o D D D D D D D D o o o o o D o o u Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert (ft) : 907.170 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 Circular 36.00 36.00 906.910 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 213-214 Group: HAMPTONS UPSTREAM Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert (ft) : 906.910 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR213 To Node: STR214 DOWNSTREAM Circular 36.00 36.00 906.860 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 214-H7 Group: HAMPTONS UPSTREAM Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert (ft) : 906.860 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR214 To Node: LAKEH7 DOWNSTREAM Circular 36.00 36.00 906.500 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 243-274 Group: LAKES UPSTREAM Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert(ft): 901.980 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR243L To Node: STR274 DOWNSTREAM Circular 36.00 36.00 901. 030 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 180.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 483.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Interconnected Channel and Pond Routing Model (ICPR) <<:>2002 Streamline Technologies, Inc. Page 41 of 54 l D o o D D o o D D o D D D D o D D D o Name: 255-L3 Group: LAKES UPSTREAM Geometry: Circular Span (in): 27.00 Rise(in): 27.00 Invert (ft) : 903.200 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR255L To Node: LAKEL3 DOWNSTREAM Circular 27.00 27.00 902.700 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 256-255 Group: LAKES UPSTREAM Geometry: Circular Span(in): 27.00 Rise(in): 27.00 Invert(ft): 903.260 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR256 To Node: STR255L DOWNSTREAM Circular 27.00 27.00 903.200 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 257-256 Group: LAKES UPSTREAM Geometry: Circular Span(in): 27.00 Rise(in): 27.00 Invert(ft): 903.570 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR257 To Node: STR256 DOWNSTREAM Circular 27.00 27.00 903.260 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 268-257 Group: LAKES UPSTREAM Geometry: Circular Span(in): 27.00 Rise (in): 27.00 Invert(ft): 904.180 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR268 To Node: STR257 DOWNSTREAM Circular 27.00 27.00 903.570 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ft): 257.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 156.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 306.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Interconnected Channel and Pond Routing Model (ICPR) 1!::J2002 Streamline Technologies, Inc. Page 42 of 54 l 0 o o D o o D D o o u o u [J o D o o o Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 269-268 Group: LAKES UPSTREAM Geometry: Circular Span(in): 27.00 Rise(in): 27.00 Invert(ft): 904.480 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR269 To Node: STR268 DOWNSTREAM Circular 27.00 27.00 904.180 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 270-269 Group: LAKES UPSTREAM Geometr}: Circular Span(in): 27.00 Rise(in): 27.00 Invert(ft): 904.550 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR270 To Node: STR269 DOWNSTREAM Circular 27.00 27.00 904.480 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 273-243 Group: LAKES UPSTREAM Geometry: Circular Span(in): 36.00 Rise (in): 36.00 Invert (ft) : 902.270 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR273 To Node: STR243L DOWNSTREAM Circular 36.00 36.00 901. 980 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FPWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ft): 152.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 36.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 142.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 274-L1 From Node: STR274 Length (ft) : Group: LAKES To Node: LAKELl Count: Friction Equation: UPSTREAM DOWNSTREAM Solution Algorithm: Geometry: Circular Circular Flow: Span(in): 36.00 36.00 Entrance Loss Coef: Rise (in) : 36.00 36.00 Exit Loss Coef: Invert (ft) : 901. 030 900.700 Bend Loss Coef: Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Top Clip (in): 0.000 0.000 Inlet Ctrl Spec: Bot Clip (in) : 0.000 0.000 Stabilizer Option: 171. 00 1 Average Conveyance Automatic Both 0.50 0.00 0.00 Use dc or tw Use dn None Interconnected Channel and Pond Routing Model (ICPR) (Q2002 Streamline Technologies, Inc. Page 43 of 54 u o o o D o o o D o u u u u o o u u u Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 820-Ll Group: SHELPARK UPSTREAM Geometry: Circular Span(in): 42.00 Rise(in): 42.00 Invert(ft): 905.220 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR820 To Node: LAKES1 DOWNSTREAM Circular 42.00 42.00 904.920 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 821-820 Group: SHELPARK UPSTREAM Geometry: Circular Span(in): 42.00 Rise(in): 42.00 Invert (ft) : 905.330 Manning's N: 0.001300 Top C1ip(in): 0.000 Bot Clip(in): 0.000 From Node: STR821 To Node: STR820 DOWNSTREAM Circular 42.00 42.00 905.220 0.001300 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 822-821 Group: SHELPARK UPSTREAM Geometry: Circular Span(in): 42.00 Rise(in): 42.00 Invert (ft) : 905.770 Manning's N: 0.001300 Top C1ip(in): 0.000 Bot C1ip(inl: 0.000 From Node: STR822 To Node: STR821 DOWNSTREAM Circular 42.00 42.00 905.330 0.001300 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ft): 88.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 36.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 164.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: 824-822 From Node: STR824 Length (ft) : Group: SHELPARK To Node: STR822 Count: Friction Equation: UPSTREAM DOWNSTREAM Solution Algorithm: Geometry: Circular Circular Flow: Span(in) : 42.00 42.00 Entrance Loss Coef: Rise(in) : 42.00 42.00 Exit Loss Coef: 30.00 1 Average Conveyance Automatic Both 0.00 0.00 Page 44 of 54 Interconnected Channel and Pond Routing Model (ICPR) <\:)2002 Streamline Technologies, Inc. o u D o o o o o o D u o u o u u u o lJ Invert (ft) : 905.890 Manning's N: 0.001300 Top Clip(in): 0.000 Bot Clip(in): 0.000 905.770 0.001300 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 825-824 Group: SHELPARK UPSTREAM Geometry: Circular Span(in): 42.00 Rise(in): 42.00 Invert(ft): 906.270 Manning's N: 0.001300 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR825 To Node: STR824 DOWNSTREAM Circular 42.00 42.00 905.890 0.001300 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 826-825 Group: SHELPARK UPSTREAM Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert (ft) : 906.870 Manning's N: 0.001300 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR826 To Node: STR825 DOWNSTREAM Circular 36.00 36.00 906.270 0.001300 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 827-826 Group: SHELPARK UPSTREAM Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert (ft) : 906.910 Manning's N: 0.001300 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: STR827 To Node: STR826 DOWNSTREAM Circular 36.00 36.00 906.870 0.001300 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: 828-827 Group: SHELPARK From Node: STR828 To Node: STR827 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 128.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 166.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 139.00 Count: 1 Interconnected Channel and Pond Routing Model (ICPR) <lJ2002 Streamline Technologies, Inc. Page 45 of 54 o u o o o D o u o u o o u u u u u o u UPSTREAM Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert (ft) : 907.280 Manning's N: 0.001300 Top Clip(in): 0.000 Bot Clip(in): 0.000 DOWNSTREAM Circular 36.00 36.00 906.910 0.001300 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: CITY-828 Group: SHELPARK UPSTREAM Geometry: Circular Span(in): 18.00 Rise(in): 18.00 Invert (ft) : 907.600 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(inl: 0.000 From Node: LAKECITY To Node: STR828 DOWNSTREAM Circular 18.00 18.00 907.280 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: EXN-EXS Group: LAKES UPSTREAM Geometry: Horz Ellipse Span(in): 40.00 Rise(in): 26.00 Invert (ft) : 902.410 Manning's N: 0.024000 Top Clip(in:: 0.000 Bot Clip(in): 0.000 From Node: 26X40N To Node: 26X40S DOWNSTREAM Horz Ellipse 40.00 26.00 902.340 0.024000 0.000 0.000 Upstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Downstream FHWA Inlet Edge Description: Horizontal Ellipse Concrete: Square edge with headwall Name: H2-102 Group: HAMPTONS UPSTREAM Geometry: Circular Span(in): 24.00 Rise(in): 24.00 Invert (ft) : 905.000 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKEH2 To Node: STR102 DOWNSTREAM Circular 24.00 24.00 904.890 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : .70.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 30.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 53.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 46 of 54 l I 0 I I U U D D U 0 0 0 U U U U U U U U U U Name: H7-l27 Group: HAMPTONS UPSTREAM Geometry: Circular Span(in): 30.00 Rise(in): 30.00 Invert (ft) : 906.500 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKEH7 To Node: STR127 DOWNSTREAM Circular 30.00 30.00 905.790 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: HRl-HR2 Group: HAYDEN UPSTREAM Geometry: Circular Span(in): 12.00 Rise(in): 12.00 Invert(ft): 903.000 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKEHRl To Node: LAKEHR2 DOWNSTREAM Circular 12.00 12.00 899.000 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: HR2-HR3 Group: HAYDEN UPSTREAM Geometry: Circular Span(in): 12.00 Rise(in): 12.00 Invert(ft): 899.000 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKEHR2 To Node: LAKEHR3 DOWNSTREAM Circular 12.00 12.00 895.500 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Namt: HR3-l00 Group: HAYDEN UPSTREAM Geometry: Circular Span (in): 48.00 Rise(in): 48.00 Invert(ft): 895.500 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKEHR3 To Node: STRlOO DOWNSTREAM Circular 48.00 48.00 895.170 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Length (ft) : 45.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 116.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 140.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 110.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 47 of 54 o u o o o u o D D u D u o u u u u u u Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: LI-202 Group: LAKES UPSTREAM Geometry: Circular Span(in): 48.00 Rise(in): 48.00 Invert (ft) : 900.700 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKELl To Node: STR202 DOWNSTREAM Circular 48.00 48.00 900.410 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: L2-198 Group: LAKES UPSTREAM Geometry: Circular Span(in): 27.00 Rise(in): 27.00 Invert(ft): 900.000 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKEL2 To Node: STR198 DOWNSTREAM Circular 27.00 27.00 899.710 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: L3-273 Group: LAKES UPSTREAM Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert(ft): 902.700 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKEL3 To Node: STR273 DOWNSTREAM Circular 36.00 36.00 902.270 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ft): 145.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 180.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 216.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Name: PI-CITY From Node: LAKESTANl Length (ft) : Group: STANFORD To Node: LAKECITY Count: Friction Equation: UPSTREAM DOWNSTREAM Solution Algorithm: Geometry: Circular Circular Flow: Span(in) : 24.00 24.00 Entrance Loss Coef: Rise (in) : 24.00 24.00 Exit Loss Coef: Invert (ft) : 907.600 907.600 Bend Loss Coef: Manning's N: 0.013000 0.013000 Outlet Ctrl Spec: Top Clip(in): 0.000 0.000 Inlet Ctrl Spec: 135.00 1 Average Conveyance Automatic Both 0.00 0.00 0.00 Use dc or tw Use dn Interconnected Channel and Pond Routing Model (ICPR) <<:>2002 Streamline Technologies, Inc. Page 48 of 54 1 0 ~l U o o o D o o D o o o o o u o u u u Bot Clip(in): 0.000 Stabilizer Option: None 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: P1N-108A Group: NORTH UPSTREAM Geometry: Circular Span(in): 15.00 Rise(in): 15.00 Invert (ft) : 914.400 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: POND1N To Node: MH108A DOWNSTREAM Circular 15.00 15.00 914.130 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: P2-P1 Grour: STANFORD UPSTREAM Geometry: Circular Span(in): 30.00 Rise(in): 30.00 Invert (ft) : 907.600 Manning's N: 0.001300 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKESTAN2 To Node: LAKESTAN1 DOWNSTREAM Circular 30.00 30.00 907.600 0.001300 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: P2N-llON Group: NORTH UPSTREAM Geometry: Circular Span(in): 30.00 Rise(in): 30.00 Invert(ft): 915.000 Manning's N: 0.013000 Top Clip(inl: 0.000 Bot Clip(in): 0.000 From Node: POND2N To Node: STR110N DOWNSTREAM Circular 30.00 30.00 914.560 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: P3-l43 Group: STANFORD UPSTREAM Geometry: Circular Length(ft): 90.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 282.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 223.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Positive Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None From Node: LAKESTAN3 Length (ft) : 300.00 To Node: STR143 Count: 1 Friction Equation: Average Conveyance DOWNSTREAM Solution Algorithm: Automatic Circular Flow: Both Interconnected Channel and Pond Routing Model (ICPR) i!;)2002 Streamline Technologies, Inc. Page 49 of 54 l C o o o D o o o D o o u o o o D u u u Span(inl: 18.00 Rise(in): 18.00 Invert (ft) : 908.800 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 18.00 18.00 908.480 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: Rl-192A Group: RIDGE UPSTREAM Geometry: Circular Span(in): 27.00 Rise(in): 27.00 Invert (ft) : 910.000 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKER1 To Node: STR192A DOWNSTREAM Circular 27.00 27.00 909.460 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: R2-207 Group: RIDGE UPSTREAM Geometry: Circular Span(in): 36.00 Rise(in): 36.00 Invert (ft) : 908.200 Manning's N: 0.013000 Top C1ip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKER2 To Node: STR207 DOWNSTREAM Circular 36.00 36.00 907.880 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: R3-194 Group: RIDGE UPSTREAM Geometry: Circular Span(in): 18.00 Rise(in): 18.00 Invert(ft): 909.500 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKER3 To Node: STR194 DOWNSTREAM Circular 18.00 18.00 908.960 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Entrance Loss Coef: 0.00 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 220.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 165.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length (ft) : 263.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctr1 Spec: Use dc or tw Inlet Ctr1 Spec: Use dn Stabilizer Option: None Interconnected Channel and Pond Routing Model (ICPR) 1i:l2002 Streamline Technologies, Inc. Page 50 of 54 1 0 u o o o o o D D o o u o o o o o u u Name: Sl-HR1 From Node: LAKES 1 Group: SHELPARK To Node: LAKEHR1 UPSTREAM DOWNSTREAM Geometry: Circular Circular Span(in): 33.00 33.00 Rise (in) : 33.00 33.00 Invert (ft) : 904.920 903.000 Manning's N: 0.013000 0.013000 Top Clip (in): 0.000 0.000 Bot Clip (in) : 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: S2-S1 Group: SHELPARK UPSTREAM Geometry: Circular Span(in): 24.00 Rise(in): 24.00 Invert (ft) : 904.930 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: LAKES2 To Node: LAKES1 DOWNSTREAM Circular 24.00 24.00 904.940 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Name: SEDGL-S1 Group: SHELPARK UPSTREAM Geometry: Circular Span(in): 18.00 Rise(in): 18.00 Invert(ft): 906.500 Manning's N: 0.013000 Top Clip(in): 0.000 Bot Clip(in): 0.000 From Node: SEDGLAKE To Node: LAKES1 DOWNSTREAM Circular 18.00 18.00 904.920 0.013000 0.000 0.000 Upstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Downstream FHWA Inlet Edge Description: Circular Concrete: Square edge wi headwall Length(ft): 262.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 150.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 623.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Entrance Loss Coef: 0.50 Exit Loss Coef: 0.00 Bend Loss Coef: 0.00 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ~~~~ Channels ~~~~========~~=~~~~~~~~~~~~=~~~===============================~~~=~~~===~~~~ Name: lOa-OUT Group: HAYDEN UPSTREAM Geometry: Trapezoidal Invert (ft) : 894.870 TClpInitZ(ft): 9999.000 Manning's N: 0.030000 Top Clip(ft): 0.000 Bot Clip(ft): 0.000 Main XSec: AuxElev1 (ft) : Aux XSec1: AuxElev2 (ft) : Aux XSec2: From Node: STRIa 0 To Node: OUTLET DOWNSTREAM Trapezoidal 893.140 9999.000 0.030000 0.000 0.000 Length (ft) : 580.00 Count: 1 Friction Equation: Solution Algorithm: Flow: Contraction Coef: Expansion Coef: Entrance Loss Coef: Exit Loss Coef: Outlet Ctrl Spec: Inlet Ctrl Spec: Stabilizer Option: Average Conveyance Automatic Positive 0.000 0.000 0.000 0.000 Use dc or tw Use dn None Interconnected Channel and Pond Routing Model (ICPR) <<:>2002 Streamline Technologies, Inc. Page 51 of 54 o lJ D o D o o D D o o o o o o u o u lJ Top Width (ft) Depth (ft) Bot Width(ft) LtSdSlp(h/v) RtSdSlp(h/v) 5.000 4.00 4.00 Name: HR1-HR2C Group: HAYDEN UPSTREAM Geometry: Trapezoidal Invert 1ft) : 905.500 TClpInitZ(ft): 9999.000 Manning's N: 0.030000 Top Clip(ft): 0.000 Bot Clip(ft): 0.000 Main XSec: AuxElev1(ft) : Aux XSec1: AuxElev2 1ft): Aux XSec2: Top Width 1ft) : Depth(ft) : Bot Width(ft): 5.000 LtSdSlp(h/v): 10.00 RtSdSlp(h/v): 10.00 Name: HR2-100 Group: HAYDEN UPSTREAM Geometry: Trapezoidal Invert(ft): 901.000 TClpInitZ(ft): 9999.000 Manning's N: 0.030000 Top Clip(ft): 0.000 Bot Clip(ft): 0.000 Main XSec: AuxElev1 (ft): Aux XSec1: AuxElev2 (ft) : Aux XSec2: Top Width (ft) : Depth(ft) : Bot Width(ft): 10.000 LtSdSlp(h/v): 4.00 RtSdSlplh/v): 4.00 5.000 4.00 4.00 From Node: LAKEHR1 To Node: LAKEHR2 DOWNSTREAM Trapezoidal 902.000 9999.000 0.030000 0.000 0.000 5.000 10.00 10.00 From Node: LAKEHR2 To Node: STR100 DOWNSTREAM Trapezoidal 894.870 9999.000 0.030000 0.000 0.000 10.000 4.00 4.00 Length (ft) : 80.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Contraction Coef: 0.000 Expansion Coef: 0.000 Entrance Loss Coef: 0.000 Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None Length(ft): 660.00 Count: 1 Friction Equation: Average Conveyance Solution Algorithm: Automatic Flow: Both Contraction Coef: 0.000 Expansion Coef: 0.000 Entrance Loss Coef: 0.000 Exit Loss Coef: 0.000 Outlet Ctrl Spec: Use dc or tw Inlet Ctrl Spec: Use dn Stabilizer Option: None ~~~~ Rating Curves ~~~~~~~~~~~=~~========~===~====~=~~~~~~==~~~~~~~~~~~~~~~~~~~~~~=~~~===~ Name: Group: BASE TABLE #1: #2: #3: #4: From Node: To Node: ELEV ON(ft) 0.000 0.000 0.000 0.000 ELEV OFF (ft) 0.000 0.000 0.000 0.000 Count: 1 Flow: Both ==== Hydrology Simulations ~-=~~~=-~~~=~~~~~=~~~~~~~====~--=~~=========-==~-===~~~==~~~==~ .~i Name: 100YEAR Filename: S:\46600\Drainage\ICPR\100YEAR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: SCSII-24 Rainfall Arnount(in): 5.75 Time(hrs) Print Inclmin) 30.000 5.00 Interconnected Channel and Pond Routing Model (I CPR) @2002 Streamline Technologies, Inc. Page 52 of 54 u o o o o o u D o o o o o o o o D u lJ Name: 10YEAR Filename: S:\46600\Drainage\ICPR\10YEAR.R32 Overrice Defaults: Yes Storm Duration (hrs) : 24.00 Rainfall File: SC8II-24 Rainfall Amount (in) : 4.15 Time (hrs) Print Inc(min) 30.000 5.00 Name: 2YEAR Filename: 8:\46600\Drainage\ICPR\2YEAR.R32 Override Defaults: Yes Storm Duration(hrs): 24.00 Rainfall File: SCSII-24 Rainfall Amount (in) : 2.93 Time (hrs) Print Inc(min) 30.000 5.00 ~~== Routing Simulations ~~~~~~~~~~~~~~~~~~==~~==================~~~~~~~~~~==~~~==~~~==~~= Name: 100YEAR Hydrology Sim: 100YEAR Filename: S:\46600\Drainage\ICPR\100YEAR.I32 Execute: Yes Alternative: No Restart: No Patch: No Max Delta Z(ft): 1.00 Time Step Optimizer: 10.000 Start Time(hrs): 0.000 Min Calc Time (sec) : 0.5000 Boun~ary Stages: Delta Z Factor: 0.01000 End Time (hrs) : 30.00 Max Calc Time (sec) : 100.0000 Boundary Flows: DEVELOPMENT IN JW BRENDLE WATERSHED Time (hrs) Print Inc(min) 30.000 5.000 Group Run BASE Yes CITY Yes HAMPTONS Yes HAYDEN Yes LAKES Yes NORTH Yes PRE Yes RIDGE Yes SHELPARK Yes STANFORD, Yes Name: 10YEAR Hydrology Sim: 10YEAR Filename: 8:\46600\Drainage\ICPR\10YEAR.I32 Execute: Yes Alternative: No Patch: No Restart: No Max Delta Z(ft): 1.00 .Time Step Optimizer: 10.000 Start Time (hrs) : 0.000 Min Calc Time (sec) : 0.5000 Boundary Stages: Delta Z Factor: 0.01000 End Time (hrs) : 30.00 Max Calc Time(sec): 100.0000 Boundary Flows: DEVELOPMENT IN JW BRENDLE WATERSHED Time (hrs) Print Inc(min) 30.000 5.000 Group Run Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. Page 53 of 54 u o u o D D D o o o o o o o u o o o o BASE CITY HAMPTONS HAYDEN LAKES NORTH PRE RIDGE SHELPARK STANFORD Yes Yes Yes Yes Yes Yes Yes Yes Yes Yes Execute: Yes Alternative: No Name: 2YEAR Hydrology Sim: 2YEAR Filename: S:\46600\Drainage\ICPR\2YEAR.I32 Restart: No Patch: No Max Delta Z(ft): Time Step Optimizer: Start Time (hrs) : Min Calc Time(sec): Bouncary Stages: 1. 00 10.000 0.000 0.5000 Delta Z Factor: 0.01000 End Time (hrs) : 30.00 Max Calc Time(sec): 100.0000 Boundary Flows: DEVELOPMENT IN JW BRENDLE WATERSHED Time (hrs) Print Inc(min) 30.000 5.000 Group Run BASE Yes CITY Yes HAMPTONS Yes HAYDEN Yes LAKES Yes NORTH Yes PRE Yes RIDGE Yes SHELPARK Yes STANFORD Yes ==== Boundary Conditions ~~~~~~~~~~~~~~~~~~~~~~~~~~~====================================~= Page 54 of 54 Interconnected Channel and Pond Routing Model (ICPR) @2002 Streamline Technologies, Inc. CJ c=J t=J CJ CJ CJ CJ t:=J r:=J CJ CJ CJ r:=J EJ r:::=: Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs 26X40N LAKES 100YEAR 12.50 905.000 905.880 0.0091 438 0.00 0.000 9.97 3.307 26X40N LAKES 10YEAR 12.50 905.000 905.880 0.0091 438 0.00 0.000 9.97 3.307 26X40N LAKES 2 YEAR 12.50 905.005 905.880 0.0091 438 0.00 0.000 9.97 3.307 2 6X4 OS LAKES 100YEAR 12.50 905.000 905.000 0.0058 3 9.97 3.307 0.00 0.000 2 6X4 OS LAKES 10YEAR 12.50 905.000 905.000 0.0058 3 9.97 3.307 0.00 0.000 26X40S LAKES 2 YEAR 12.50 905.000 905.000 0.0058 3 9.97 3.307 0.00 0.000 LAKECITY CITY 100YEAR 16.63 912.029 912.000 0.0019 106940 12.06 160.555 14.89 14.470 LAKECITY CITY 10YEAR 15.36 910.527 912.000 0.0018 96230 12.08 102.264 17.19 10.766 LAKECITY CITY 2YEAR 14.58 909.412 912.000 0.0022 88353 12.08 69.215 14.75 8.420 LAKEH2 HAMPTONS 100YEAR 27.28 910.135 911. 000 0.0011 113163 12.11 78.291 30.00 13.006 LAKEH2 HAMPTONS 10YEAR 24.11 908.273 911. 000 0.0007 102622 12.08 46.424 28.20 13.436 LAKEH2 HAMPTONS 2 YEAR 21. 02 906.668 911. 000 0.0006 94237 12.08 24.057 20.86 9.117 LAKEH7 HAMPTONS 100YEAR 25.50 911.163 912.000 0.0014 68731 12.08 63.586 12.33 21. 135 LAKEH7 HAMPTONS 10YEAR 21. 45 909.255 912.000 0.0013 51178 12.08 41. 182 15.49 18.722 LAKEH7 HAMPTONS 2 YEAR 17.65 908.028 912.000 0.0014 41068 12.08 23.458 17.39 9.820 LAKEHR1 HAYDEN 100YEAR 13.04 906.267 907.000 0.0013 95886 12.44 103.580 13.04 67.079 LAKEHR1 HAYDEN 10YEAR 14.15 906.081 907.000 0.0014 94760 13.08 58.455 14.14 39.481 LAKEHR1 HAYDEN 2 YEAR 17.25 905.854 907.000 0.0012 93728 12.25 24.268 17.24 18.147 LAKEHR2 HAYDEN 100YEAR 13.66 902.338 902.000 0.0012 48668 13.02 83.550 13.22 81. 912 LAKEHR2 HAYDEN 10YEAR 16.97 902.073 902.000 0.0012 46827 16.75 53.836 16.97 53.611 LAKEHR2 HAYDEN 2 YEAR 17.88 901. 661 902.000 0.0010 43945 17.69 26.660 17.88 26.604 LAKEHR3 HAYDEN 100YEAR 12.71 899.553 899.000 0.0018 59971 12.17 139.810 12.71 92.227 LAKEHR3 HAYDEN 10YEAR 12.72 898.450 899.000 0.0018 55303 12.17 82.886 12.78 57.831 LAKEHR3 HAYDEN 2 YEAR 12.91 897.661 899.000 0.0021 51950 12.17 43.722 13.12 30.888 LAKEL1 LAKES 100YEAR 19.98 905.200 905.000 0.0014 33220 12.08 53.166 12.29 27.957 LAKEL1 LAKES 10YEAR 23.73 904.164 905.000 0.0012 30682 12.08 30.395 13.42 19.786 LAKEL1 LAKES 2YEAR 24.21 902.671 905.000 0.0012 27119 12.08 15.246 23.13 10.625 LAKEL2 LAKES 100YEAR 20.07 905.010 905.000 0.0013 78494 12.17 91.960 25.24 18.564 LAKEL2 LAKES 10YEAR 23.76 904.080 905.000 0.0013 74094 12.17 51. 886 24.12 16.270 LAKEL2 LAKES 2 YEAR 24.30 902.572 905.000 0.0012 67342 12.17 25.958 29.77 10.881 LAKEL3 LAKES 100YEAR 15.49 906.342 908.000 0.0011 103748 12.08 120.095 12.65 27.593 LAKEL3 LAKES 10YEAR 23.76 904.874 908.000 0.0011 96430 12.09 74.480 13.84 21. 698 LAKEL3 LAKES 2 YEAR 21.87 904.033 908.000 0.0011 92251 12.10 44.124 21.85 10.664 LAKER 1 RIDGE 100YEAR 13 .89 913.779 914.000 0.0017 80956 12.08 138.788 12.44 17 . 377 LAKER 1 RIDGE 10YEAR 12.86 912.049 914 .000 0.0013 73747 12.08 86.440 12.95 15.591 LAKER 1 RIDGE 2 YEAR 13.10 911.144 914.000 0.0014 69952 12.08 46.426 13 .09 7.071 LAKER2 RIDGE 100YEAR 24.12 912.248 913.000 0.0010 88017 12.17 54.486 13 .20 16.943 LAKER2 RIDGE 10YEAR 15.30 910.311 913.000 0.0009 78980 12.17 36.978 15.49 17.181 LAKER2 RIDGE 2YEAR 16.41 909.507 913.000 0.0009 75649 12.17 18.985 16.43 9.082 LAKER3 RIDGE 100YEAR 14.40 913.274 913.000 0.0016 73435 12.08 104.887 12.43 5.603 LAKER3 RIDGE 10YEAR 13.66 911. 722 913.000 0.0012 65325 12.08 63.925 13.22 4.894 LAKER3 RIDGE 2 YEAR 13.39 910.633 913.000 0.0013 60094 12.08 34.646 13.52 3.485 LAKES 1 SHELPARK 100YEAR 13 .80 909.741 911. 000 0.0014 158533 12.09 187.273 12.51 49.383 LAKES 1 SHELPARK 10YEAR 14.10 907.973 911. 000 0.0017 143232 12.33 110.343 13.14 45.247 LAKES 1 SHELPARK 2 YEAR 15.09 906.923 911. 000 0.0019 134602 12.33 60.278 15.03 17.686 r:=J CJ a=: c:: Interconnected Channel and Pond Routing Model (ICPR) ti::l2002 Streamline Technologies, Inc. Page I of6 CJ CJ CJ C! EJ t::=J CJ r:::=J CJ CJ r:=J r=:J -=== EJ ~ Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs LAKES 2 SHELPARK 100YEAR 14 .16 909.727 910.000 0.0012 36517 12.08 21. 054 15.97 4.880 LAKES 2 SHELPARK 10YEAR 14.17 907.976 910.000 0.0014 30417 12.08 12.867 16.70 2.803 LAKES 2 SHELPARK 2YEAR 15.11 906.924 910.000 0.0013 26755 12.17 7.027 29.30 0.681 LAKES TAN 1 STANFORD 100YEAR 15.53 912.352 913.500 0.0018 64437 12.05 126.591 12.77 11. 577 LAKE S TAN 1 STANFORD 10YEAR 14.68 910.755 913.500 0.0016 56458 12.18 70.444 12.77 8.759 LAKES TAN 1 STANFORD 2YEAR 14.42 909.490 913.500 0.0026 51070 12.23 34.629 12.86 6.574 LAKE S TAN 2 STANFORD 100YEAR 15.41 912.387 913.500 0.0042 29521 11.93 199.094 12.05 82. 362 LAKE S TAN 2 STANFORD 10YEAR 14.61 910.779 913.500 0.0039 24040 12.06 190.218 12.20 45.851 1.l\KE S TAN 2 STANFORD 2YEAR 14.41 909.491 913.500 0.0031 18669 12.08 31. 937 12.27 21.099 LAKE S TAN 3 STANFORD 100YEAR 18.89 913.052 913.000 0.0014 115283 12.08 132.832 29.68 4.510 LAKESTAN3 STANFORD 10YEAR 17.19 911.231 913.000 0.0009 105760 12.08 80.725 26.58 3.874 LAKESTAN3 STANFORD 2YEAR 15.37 909.951 913.000 0.0010 99240 12.08 43.616 18.03 2.633 MHI08A NORTH 100YEAR 14.53 915.694 917.520 0.0099 118 20.33 7.210 20.33 7.211 MHI08A NORTH 10YEAR 15.96 915.555 917.520 0.0006 130 15.89 4.724 15.82 4.724 MH108A NORTH 2 YEAR 18.50 915.243 917.520 0.0005 186 18.41 3.356 18.36 3.356 OUTLET HAYDEN 100YEAR 12.50 898.000 898.000 0.0044 11749 13 .06 164.245 0.00 0.000 OUTLET HAYDEN 10YEAR 12.50 898,'000 898.000 0.0044 11727 14.03 69.940 0.00 0.000 OUTLET HAYDEN 2 YEAR 12.50 898.000 898.000 0.0044 9024 13.12 36.914 0.00 0.000 POND1N NORTH 100YEAR 16.41 917.192 919.000 0.0008 74273 12.08 49.559 20.33 7.210 PONDIN NORTH 10YEAR 15.96 916.267 919.000 0.0005 69088 12.08 29.252 15.89 4.724 POND1N NORTH 2 YEAR 18.49 915.454 919.000 0.0006 64528 12.08 15.382 18.41 3.356 POND2N NORTH 100YEAR 15.50 917.289 919.000 0.0009 142615 12.08 129.411 12.87 19.299 POND2N NORTH 10YEAR 13.50 916.374 919.000 0.0008 133727 12.08 79.703 13.44 10.646 POND2N NORTH 2 YEAR 14 .13 915.806 919.000 0.0008 129588 12.08 44.029 14.20 4.094 PRECITY PRE 100YEAR 12.50 913.700 913.700 0.0022 0 12.42 81.106 0.00 0.000 PRECITY PRE 10YEAR 12.50 913.700 913.700 0.0022 0 12.42 47.887 0.00 0.000 PRECITY PRE 2 YEAR 12.50 913.700 913.700 0.0022 0 12.42 24.687 0.00 0.000 PRE OUT PRE 100YEAR 12.50 913.700 913.700 0.0022 0 13.50 2.309 0.00 0.000 PRE OUT PRE 10YEAR 12.50 913.700 913.700 0.0022 0 13.50 1.143 0.00 0.000 PRE OUT PRE 2 YEAR 12.50 913.700 913.700 0.0022 0 13.75 0.439 0.00 0.000 SEDGLAKE SHELPARK 100YEAR 15.11 910.034 910.000 0.0012 49504 12.33 43.820 19.17 4.280 SEDGLAKE SHELPARK 10YEAR 14.55 908.289 910.000 0.0013 43099 12.33 25.039 17.64 3.518 SEDGLAKE SHELPARK 2 YEAR 13.62 907.250 910.000 0.0012 40519 12.33 12.203 12.75 3.033 STRI00 HAYDEN 100YEAR 12.50 898.049 899.000 -0.0089 14277 13.05 160.371 13 .06 163.252 STRI00 HAYDEN 10YEAR 12.50 898.009 899.000 -0.0089 19098 14 .14 69.057 14.03 69.579 STRI00 HAYDEN 2 YEAR 12.81 897.597 899.000 -0.0089 17349 13.12 31.027 13.12 36.555 STRI01 HAMPTONS 100YEAR 12.09 909.457 912.100 0.0103 122 30.00 13.007 30.00 13.008 STRI01 HAMPTONS 10YEAR 23.76 907.465 912.100 0.0045 122 28.19 13.439 28.19 13.441 STRI01 HAMPTONS 2 YEAR 21.10 906.356 912.100 0.0036 288 20.92 9.149 20.92 9.149 STRI0IR RIDGE 100YEAR 12.08 914.200 914.400 0.0095 177 12.08 40.139 12.09 40.220 STR101R RIDGE 10YEAR 12.08 912.975 914.400 0.0053 353 12.08 26.734 12.08 26.492 STR101R RIDGE 2 YEAR 12.09 912.089 914.400 0.0095 551 12.08 14.138 12.09 14.068 STRI02 HAMPTONS 100YEAR 24.01 909.619 912.100 -0.0061 118 30.00 13.006 30.00 13.007 STRI02 HAMPTONS 10YEAR 23.80 907.749 912.100 0.0040 118 28.20 13.436 28.19 13.439 STRI02 HAMPTONS 2 YEAR 21. 07 906.485 912.100 0.0040 192 20.89 9.130 20.90 9.130 -=:=J t:::=J t=J l.=: Interconnected Channel and Pond Routing Model (ICPR) (\)2002 Streamline Technologies, Inc. Page 2 of6 CJ t=J r:=J CJ r=: E:J -==. r:=:= r:= CJ -==:J r=J CJ CJ LJ ~ CJ -== CJ Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs STRI02R RIDGE 1 o o YEAR 12.05 915.056 916.500 -0.0238 124 12.02 23.982 12.03 23.887 STRI02R RIDGE 1 o YEAR 12.08 913 .167 916.500 0.0096 256 12.01 19.513 12.04 16.793 STRI02R RIDGE 2 YEAR 12.09 912.218 916.500 0.0040 338 12.05 8.623 12.06 8.560 STR103 RIDGE 100YEAR 12.04 915.410 916.610 -0.0173 124 12.02 20.928 12.03 20.820 STR103 RIDGE 1 o YEAR 12.05 913.465 916.610 0.0094 282 12.01 15.527 12.06 17.578 STR103 RIDGE 2 YEAR 12.08 912.731 916.610 0.0097 330 12.05 7.643 12.06 7.608 STRI04 RIDGE 100YEAR 12.05 915.504 915.200 -0.0095 179 11.95 11 .108 12.14 11.140 STRI04 RIDGE 10YEAR 12.08 913.494 915.200 -0.0048 559 12.08 7.174 12.08 7.643 STRI04 RIDGE 2YEAR 12.08 912.750 915.200 -0.0044 548 12.08 3.527 12.11 3.663 STR105 RIDGE 100YEAR 12.05 915.535 918.030 0.0061 255 12.28 8.949 12.15 8.826 STRI05 RIDGE 10YEAR 12.09 914.305 918.030 0.0016 463 12.08 5.444 12.09 5.357 STRI05 RIDGE 2 YEAR 18.31 914.078 918.030 0.0022 446 18.30 3.414 18.31 3.414 STRI09N NORTH 100YEAR 16.03 917 .224 919.300 0.0182 118 12.85 19.653 12.86 19.612 STRI09N NORTH 10YEAR 15.34 916.276 919.300 0.0145 203 13.39 10.797 13.39 10.779 STRI09N NORTH 2 YEAR 18.35 915.468 919.300 -0.0029 211 14.04 4.171 14.04 4.170 STRll0N NORTH 100YEAR 15.93 917 . 250 919.300 -0.0109 164 12.86 19.625 12.86 19.557 STR110N NORTH 10YEAR 15.83 916.280 919.300 0.0048 411 13.40 10.782 13.40 10.754 STR110N NORTH 2 YEAR 18.21 915.479 919.300 -0.0043 412 14.08 4.153 14.08 4.152 STR124 HAMPTONS 100YEAR 26.87 910.344 912.100 0.0035 127 12.34 22.596 12.34 22.495 STR124 HAMPTONS 10YEAR 24.00 908.468 912.100 -0.0077 127 15.50 18.825 15.50 18.802 STR124 HAMPTONS 2 YEAR 20.03 906.831 912.100 0.0023 400 17.50 9.894 17.51 9.888 STR125 HAMPTONS 100YEAR 26.64 910.468 912.100 0.0027 119 12.33 21.904 12.34 21. 858 STR125 HAMPTONS 10YEAR 23.85 908.583 912.100 0.0041 119 15.49 18.772 15.50 18.761 STR125 HAMPTONS 2 YEAR 19.75 906.925 912.100 0.0025 227 17.50 9.862 17.50 9.859 STR126 HAMPTONS 100YEAR 26.27 910.682 913.400 -0.0033 125 12.33 20.975 12.33 20.933 STR126 HAMPTONS 10YEAR 23.51 908.782 913.400 0.0076 125 15.49 18.698 15.49 18.689 STR126 HAMPTONS 2 YEAR 18.48 907.070 913.400 0.0028 339 17.40 9.819 17.43 9.816 STR127 HAMPTONS 100YEAR 25.81 910.961 912.000 -0.0246 124 12.33 21.135 12.33 20.975 STR127 HAMPTONS 10YEAR 22.06 909.051 912.000 0.0191 124 15.49 18.722 15.49 18.698 STR127 HAMPTONS 2 YEAR 17.96 907.292 912.000 0.0019 321 17.39 9.820 17.40 9.819 STR143 STANFORD 100YEAR 12.10 912.779 921. 300 -0.0084 137 29.68 4.510 29.67 4.516 STR143 STANFORD 10YEAR 15.34 910.966 921. 300 -0.0099 137 26.58 3.874 26.29 3.990 STR143 STANFORD 2 YEAR 12.11 909.882 921. 300 0.0045 421 17.36 2.687 17.26 2.693 STR157 STANFORD 100YEAR 12.10 912.902 916.000 -0.0133 135 11. 94 12.106 11.94 14.984 STR157 STANFORD 1 o YEAR 12.06 910.897 916.000 -0.0242 135 12.06 10.568 12.06 16.127 STR157 STANFORD 2 YEAR 12.11 909.887 916.000 0.0046 338 12.00 3.711 12.05 3.188 STR161 STANFORD 100YEAR 12.10 912.499 915.000 -0.1482 132 11. 94 22.246 11.84 72.264 STR161 STANFORD 10YEAR 14 .58 910.819 915.000 -0.2573 132 12.06 21. 617 12.06 144.805 STR161 STANFORD 2 YEAR 12.11 909.861 915.000 0.0048 319 12.06 6.104 12.09 5.781 STR165 STANFORD 100YEAR 15.34 912.419 914.000 -0.4537 133 11. 84 76.551 11. 93 158.532 STR165 STANFORD 10YEAR 14 .58 910.801 914.000 -0.4507 133 12.06 151. 513 12.06 151.635 STR165 STANFORD 2 YEAR 12.12 909.613 914.000 0.0046 356 12.08 9.483 12.09 9.198 STR192 RIDGE 100YEAR 23.75 912.821 914 . 800 -0.0066 117 12.42 18.379 12.42 18.369 STR192 RIDGE 10YEAR 12.70 911.162 914.800 0.0050 166 12.87 15.996 12.87 16.005 STR192 RIDGE 2 YEAR 14.03 910.387 914.800 -0.0100 195 13.07 7.279 13.07 7.279 Interconnected Channel and Pond Routing Mod~l (ICPR) (02002 Streamline Technologies, Inc. Page 3 of6 r=J t:=:J CJ E:J r:::::J CJ r=J CJ CJ t=J CJ CJ r:=J -=:=J --~ Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs STR192A RIDGE 100YEAR 17.88 913.046 915.400 -0.0045 128 12.44 17.377 12.44 17.329 STR192A RIDGE 10YEAR 12.72 911. 408 915.400 0.0024 305 12.95 15.591 12.95 15.601 STR192A RIDGE 2 YEAR 14.03 910.546 915.400 0.0034 409 13.09 7.071 13.11 7.071 STR193 RIDGE 100YEAR 23.83 912.645 914.800 0.0048 128 12.08 19.966 12.10 19.918 STR193 RIDGE 10YEAR 12.70 910.923 914.800 0.0050 337 12.83 16.399 12.83 16.422 STR193 RIDGE 2 YEAR .13 .05 910.104 914.800 -0.0095 421 13 .04 7.464 13.05 7.464 STR194 RIDGE 100YEAR 18.26 912.641 915.180 0.0029 124 12.40 6.257 12.39 6.235 STR194 RIDGE 10YEAR 14.59 911. 089 915.180 0.0058 124 13.18 5.102 13 .17 5.099 STR194 RIDGE 2YEAR 13.28 910.324 915.180 0.0052 248 13.45 3.585 13.42 3.587 STR195 RIDGE 100YEAR 19.84 912.509 915.180 0.0029 124 12.12 7.367 12.14 7.328 STR195 RIDGE 10YEAR 14.96 910.887 915.180 0.0044 124 13.09 5.326 13.09 5.325 STR195 RIDGE 2 YEAR 13 .27 910.259 915.180 0.0037 175 13 .25 3.707 13.27 3.707 STR198 LAKES 100YEAR 19.85 903.876 906.500 0.0011 143 25.24 18.564 25.23 18.567 STR198 LAKES 10YEAR 20.69 903.202 906.500 0.0031 143 24.12 16.270 24.14 16.271 STR198 LAKES 2YEAR 24.20 902.189 906.500 -0.0097 143 29.77 10.881 29.76 11. 030 STR201 LAKES 100YEAR 20.03 905.091 909.800 0.0050 147 12.29 28.139 12.29 27.675 STR201 LAKES 10YEAR 23.75 904.122 909.800 0.0017 350 13.42 19.804 13.42 19. 676 STR201 LAKES 2 YEAR 24.26 902.613 909.800 -0.0057 773 28.22 11.946 23.56 10.627 STR202 LAKES 100YEAR 20.01 905.139 909.800 0.0089 132 12.29 28.152 12.29 27.907 STR202 LAKES 10YEAR 23.74 904.138 909.800 0.0017 317 13.42 19.827 13 .42 19.754 STR202 LAKES 2 YEAR ?4.24 902.634 909.800 -0.0099 493 23.13 10.631 28.22 11.946 STR207 HAMPTONS 100YEAR 24.01 912.110 912.000 -0.0059 135 13.19 17.548 13.19 17.504 STR207 HAMPTONS 10YEAR 15.29 910.103 912.000 0.0029 502 15.14 17.343 15.16 17.341 STR207 HAMPTONS 2 YEAR 16.39 909.287 912.000 0.0035 554 16.33 9.165 16.38 9.165 STR208 HAMPTONS 100YEAR 24.00 911. 984 914.800 0.0065 126 13.19 17.504 13.19 17.475 STR208 HAMPTONS 10YEAR 15.29 909.928 914.800 0.0043 333 15.16 17.341 15.16 17.339 STR208 HAMPTONS 2 YEAR 16.39 909.123 914.800 0.0047 368 16.38 9.165 16.39 9.165 STR209 HAMPTONS 100YEAR 24.00 911. 892 913.300 0.0105 118 13.19 17.852 13 .19 17.832 STR209 HAMPTONS 10YEAR 15.29 909.818 913.300 -0.0107 205 15.17 17.454 15.18 17.453 STR209 HAMPTONS 2 YEAR 16.39 909.024 913.300 0.0051 218 16.33 9.224 16.34 9.223 STR210 HAMPTONS 100YEAR 24.00 911. 802 913.300 -0.0063 126 13.18 18.173 13 .18 18.143 STR210 HAMPTONS 10YEAR 15.30 909.707 913.300 -0.0056 345 15.18 17.558 15.19 17.556 STR210 HAMPTONS 2 YEAR 16.40 908.923 913.300 0.0042 372 16.33 9.277 16.34 9.276 STR211 HAMPTONS 100YEAR 24.00 911. 669 912.000 0.0073 130 12.09 31.246 12.11 25.095 STR211 HAMPTONS 10YEAR 19.85 909.556 912.000 -0.0049 405 12.16 19.644 15.25 18.419 STR211 HAMPTONS 2 YEAR 12.13 908.834 912.000 -0.0049 447 12.12 10.214 12.13 10.013 STR212 HAMPTONS 100YEAR 24.01 911. 552 912.000 0.0036 130 12.07 31.472 12.09 31. 293 STR212 HAMPTONS 10YEAR 20.00 909.477 912.000 0.0034 400 12.09 20.948 12.10 20.849 STR212 HAMPTONS 2YEAR 12.13 908.710 912.000 0.0040 458 12.11 11. 969 12.12 11.916 STR213 HAMPTONS 100YEAR 24.09 911.405 913.100 0.0036 127 12.09 31. 293 12.10 31.285 STR213 HAMPTONS 10YEAR 20.70 909.383 913.100 0.0032 323 12.10 20.849 12.11 20.796 STR213 HAMPTONS 2 YEAR 12.14 908.455 913.100 0.0039 383 12.12 11.916 12.13 11.890 STR214 HAMPTONS 100YEAR 24.20 911.308 913.100 0.0041 129 12.10 31. 285 12.10 31. 334 STR214 HAMPTONS 1 o YEAR 21.17 909.338 913.100 0.0029 338 12.11 20.796 12.12 20.776 STR214 HAMPTONS 2 YEAR 12.14 908.304 913.100 0.0036 425 12.13 11. 890 12.14 11. 878 EJ r= r=:J -== Interconnected Channel and Pond Routing Model (ICPR) ~2002 Streamline Technologies, Inc. .. Page 4 of6 r=J 'r.:=J r:=J t::=J CJ EJ -=:=J E:J -==:J CJ r=:J r:=J r:=J CJ CJ Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs STR243L LAKES 100YEAR 18.30 905.837 907.600 0.0024 160 12.64 28.781 12.64 28.618 STR243L LAKES 10YEAR 23.66 904.616 907.600 0.0018 622 13.81 22.054 13.81 22.022 STR243L LAKES 2YEAR 23.14 903.242 907.600 0.0027 1039 21. 83 10.728 21. 84 10.726 STR255L LAKES 100YEAR 12.09 907.820 912.000 0.0053 176 12.08 31.279 12.09 31. 225 STR255L LAKES 10YEAR 12.09 906.166 912.000 0.0040 191 12.08 20.774 12.09 20.743 STR255L LAKES 2 YEAR 12.10 905.296 912.000 0.0056 309 12.09 15.126 12.10 15.068 STR256 LAKES 100YEAR 12.09 909.138 911. 100 0.0058 123 12.08 27.218 12.09 27 . 158 STR256 LAKES 10YEAR 12.09 906.760 911.100 0.0042 123 12.08 18.262 12.09 18.228 STR256 LAKES 2YEAR 12.10 905.451 911.100 0.0059 180 12.09 13.801 12.10 13.761 STR257 LAKES 100YEAR 12.09 910.949 912.000 0.0071 139 12.08 24.321 12.09 24.168 STR257 LAKES 10YEAR 12.09 907.591 912.000 0.0058 139 12.08 16.456 12.08 16.376 STR257 LAKES 2 YEAR 12.10 905.770 912.000 0.0061 310 12.08 12.978 12.10 12.796 STR268 LAKES 100YEAR 12.09 911. 325 911. 500 0.0074 139 30.00 13.012 30.00 13.014 STR268 LAKES 10YEAR 12.09 907.825 911.500 0.0053 139 28.19 13.444 28.19 13.446 STR268 LAKES 2YEAR 12.10 905.984 911. 500 0.0049 487 21.14 9.421 21.17 9.421 STR269 LAKES 100YEAR 12.09 911.169 911. 800 0.0092 124 30.00 13.010 30.00 13.012 STR269 LAKES 10YEAR 12.09 907.801 911. 800 0.0081 124 28.19 13.442 28.19 13.444 STR269 LAKES 2 YEAR 12.10 906.004 911. 800 0.0042 305 21.12 9.262 21.13 9.262 STR270 LAKES 100YEAR 12.09 910.969 911. 800 0.0077 122 30.00 13.008 30.00 13.010 STR270 LAKES 10YEAR 12.09 907.758 911.800 -0.0054 122 28.19 13.441 28.19 13.442 STR270 LAKES 2 YEAR 21.15 906.111 911. 800 0.0039 288 21.08 9.240 21.11 9.240 STR273 LAKES 100YEAR 17.84 906.052 908.200 0.0074 140 12.65 27.593 12.66 27.500 STR273 LAKES 10YEAR 23.71 904.718 908.200 0.0015 532 13 .84 21. 698 13.85 21. 686 STR273 LAKES 2 YEAR 21. 97 903.607 908.200 0.0015 646 21. 85 10.664 21. 87 10.663 STR274 LAKES 100YEAR 19.86 905.424 906.600 0.0022 162 12.64 28.888 12.64 28.728 STR274 LAKES 10YEAR 23.70 904.355 906.600 0.0057 271 13.81 22.103 13.81 22.014 STR274 LAKES 2 YEAR 24.10 902.780 906.600 0.0023 1078 21. 83 10.741 21.84 10.728 STR820 SHELPARK 100YEAR 13.99 909.872 911. 270 -1. 0000 124 12.64 566.034 12.09 40.748 STR820 SHELPARK 10YEAR 14.09 907.985 911. 270 0.0130 284 12.10 16.996 14 .51 19.253 STR820 SHELPARK 2 YEAR 15.08 906.933 911. 270 -0.0100 330 12.15 11. 069 14.20 15.585 STR821 SHELPARK 100YEAR 13.67 910.827 911. 270 1.0000 144 15.97 70.914 12.64 565.862 STR821 SHELPARK 10YEAR 14 .10 908.127 911. 270 0.0035 401 12.10 16.618 12.11 16.602 STR821 SHELPARK 2 YEAR 15.09 907.106 911. 270 0.0033 463 12.14 10.932 12.15 10.917 STR822 SHELPARK 100YEAR 15.97 910.270 911.760 -1. 0000 188 15.95 641. 713 15.97 70.868 STR822 SHELPARK 1 o YEAR 14.11 908.277 911. 760 0.0038 412 12.10 16.181 12.11 16.155 STR822 SHELPARK 2 YEAR 12.15 907.358 911.760 -0.0040 451 12.14 10.774 12.15 10.752 STR824 SHELPARK 100YEAR 15.62 910.991 911. 790 1.0000 135 15.82 551.464 15.95 641. 628 STR824 SHELPARK 1 o YEAR 14.11 908.425 911.790 0.0042 363 12.10 14.539 12.12 14.541 STR824 SHELPARK 2 YEAR 12.16 907.611 911. 790 -0.0044 389 12.15 10.064 12.17 10.067 STR825 SHELPARK 100YEAR 15.03 910.934 911.450 1. 0000 182 13.96 51. 7 61 15.82 551. 400 STR825 SHELPARK 10YEAR 14.11 908.585 911. 450 0.0043 538 12.10 13.419 12.13 13.439 STR825 SHELPARK 2 YEAR 12.16 907.888 911.450 -0.0043 585 12.16 9.624 12.17 9.630 STR826 SHELPARK 100YEAR 13.96 910.985 912.250 -1. 0000 177 15.74 1089.141 13.96 51.468 STR826 SHELPARK 10YEAR 14.13 908.838 912.250 0.0049 385 17.00 10.918 17.00 10.927 STR826 SHELPARK 2YEAR 12.20 908.284 912.250 0.0046 406 14.00 8.564 14.01 8.562 E:J ~ CJ r:= Interconnected Channel and Pond Routing Model (ICPR) (02002 Streamline Technologies, Inc. Page 5 of6 r=J t:=J r=::J t=J r=J t=J t::=J r::=; t=J .EJ CJ CJ r=J CJ CJ E:J r:=J r::::::J I:=J Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Max Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow Outflow hrs ft ft ft ft2 hrs cfs hrs cfs STR827 SHELPARK 100YEAR 13.54 911. 435 912.280 1.0000 136 16.01 48.663 15.74 1089.076 STR827 SHELPARK 10YEAR 14.15 909.055 912.280 0.0052 344 17.00 10.875 17.01 10.882 STR827 SHELPARK 2YEAR 14.53 908.537 912.280 0.0053 366 14.08 8.522 14.08 8.521 STR828 SHELPARK 100YEAR 16.01 911.162 911.120 0.8932 169 14.89 14.526 16.01 48.530 STR828 SHELPARK 1 o YEAR 14.32 909.290 911.120 0.0092 310 17.12 10.792 17.12 10.796 STR828 SHELPARK 2 YEAR 14.54 908.835 911.120 -0.0098 324 14.69 8.442 14.70 8.442 Interconnected Channel and Pond Routing Model (ICPR) (92002 Streamline Technologies, Inc. Page 6 of6 ,'0, , , ~, ~ "'0,',' " 0; I:.D' , o " , , '0' , 10" o , ' :,0 " 'D . , ' rD,'" " vD': " '0 ' ';0 '0 :D o D. '" D, ~ . , : (. , ",- , ",. , '. '," , . -, ,". .".', - ,\ .' . , .- . . . - " , , . , '. ,'PIPE' SIZIN:G"; . "', . CALCULATIONS ',:. , < ) .) '. " '. .;t ", , \~' \ ' " ,'" (', " ( , I ' -------' ~~~~~~~~~~~~~~~~~~~ The Ridge @ Hayden Run Job # 42480 Post-Developed Site Time of Concentrations StormCAD Date: 1/6/02 Basin Sheet Flow Manual (LN) Description n= L= P2 = s= Tt = .OO7(nL)O.8/(Pt'sU.4) Description v= L= Tt = LIV Te (total) Te (total) (ft) (in/hr) (fllft) (hrs) (fils) (ft) (hrs) (hrs) (min) 101 Grass 0.15 170 2.66 0.02 0.2738 Gutter / Swale 2 0 0.0000 0.2738 16.4 102 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 175 0.0243 0.1741 10.4 103 Grass 0.15 85 2.66 0.02 0.1573 Gutter / Swale 2 15 0.0021 0.1594 9.6 104 Grass 0.15 85 2.66 0.02 0.1573 Gutter / Swale 2 175 0.0243 0.1816 10.9 104A Grass 0.15 120 2.66 0.02 0.2072 Gutter / Swale 2 65 0.0090 0.2163 13.0 105 Grass 0.15 130 2.66 0.02 0.2209 Gutter / Swale 2 0 0.0000 0.2209 13.3 105A Grass 0.15 195 2.66 0.02 0.3056 Gutter / Swale 2 160 0.0222 0.3278 19.7 106 Grass 0.15 25 2.66 0.02 0.0591 Gutter / Swale 2 75 0.0104 0.0695 5.0 107 Grass 0.15 25 2.66 0.02 0.0591 Gutter / Swale 2 70 0.0097 0.0688 5.0 108 Grass 0.15 180 2.66 0.02 0.2866 Gutter / Swale 2 125 0.0174 0.3040 18.2 108A Grass 0.15 140 2.66 0.02 0.2344 Gutter / Swale 2 0 0.0000 0.2344 14.1 109 Grass 0.15 130 2.66 0.02 0.2209 Gutter / Swale 2 90 0.0125 0.2334 14.0 110 Grass 0.15 85 2.66 0.02 0.1573 Gutter / Swale 2 130 0.0181 0.1753 10.5 111 Grass 0.15 85 2.66 0.02 0.1573 Gutter / Swale 2 145 0.0201 0.1774 10.6 112 Grass 0.15 140 2.66 0.02 0.2344 Gutter / Swale 2 105 0.0146 0.2490 14.9 114 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 260 0.0361 0.1859 11.2 115 Grass 0.15 120 2.66 0.02 0.2072 Gutter / Swale 2 80 0.0111 0.2183 13.1 117 Grass 0.15 120 2.66 0.02 0.2072 Gutter / Swale 2 90 0.0125 0.2197 13.2 118 Grass 0.15 95 2.66 0.02 0.1719 Gutter / Swale 2 65 0.0090 0.1809 10.9 119 Grass 0.15 95 2.66 0.02 0.1719 Gutter / Swale 2 60 0.0083 0.1802 10.8 121 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 200 0.0278 0.1776 10.7 122 Grass 0.15 105 2.66 0.02 0.1862 Gutter / Swale 2 165 0.0229 0.2092 12.5 123 Grass 0.15 120 2.66 0.02 0.2072 Gutter / Swale 2 235 0.0326 0.2399 14.4 126 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 150 0.0208 0.1707 10.2 127 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 160 0.0222 0.1720 10.3 128 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 175 0.0243 0.1889 11.3 130 Grass 0.15 125 2.66 0.02 0.2141 Gutter / Swale 2 135 0.0188 0.2329 14.0 _-.J ~~~~~~~~~~~~~~~~~~~ The Ridge @ Hayden Run Job # 42480 Post-Developed Site Time of Concentrations StormCAD Date: 1/6/02 Basin Sheet Flow Manual (UV) Description n= L= P2 - s= TI = .007(nL)O.8/(P2 '.'s"') Description V= L= Tt = LIV T c (total) T c (total) (fl) (in/hr) (flIfl) (hrs) (flIs) (fl) (hrs) (hrs) (min) 131 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 0 0.0000 0.1646 9.9 132 Grass 0.15 110 2.66 0.02 0.1933 Gutter / Swale 2 0 0.0000 0.1933 11.6 133 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 70 0.0097 0.1595 9.6 134 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 105 0.0146 0.1792 10.8 136 Grass 0.15 95 2.66 0.02 0.1719 Gutter / Swale 2 90 0.0125 0.1844 11.1 137 Grass 0.15 160 2.66 0.02 0.2609 Gutter / Swale 2 25 0.0035 0.2643 15.9 138 Grass 0.15 70 2.66 0.02 0.1346 Gutter / Swale 2 110 0.0153 0.1499 9.0 139 Grass 0.15 95 2.66 0.02 0.1719 Gutter / Swale 2 170 0.0236 0.1955 11.7 145 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 80 0.0111 0.1757 10.5 146 Grass 0.15 100 2.66 0.02 0.1791 Gutter / Swale 2 30 0.0042 0.1833 11.0 147 Grass 0.15 175 2.66 0.02 0.2803 Gutter / Swale 2 210 0.0292 0.3094 18.6 149 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 190 0.0264 0.1910 11.5 150 Grass 0.15 245 2.66 0.02 0.3668 Gutter / Swale 2 85 0.0118 0.3786 22.7 151 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 295 0.0410 0.2056 12.3 152 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 460 0.0639 0.2285 13.7 154 Grass 0.15 105 2.66 0.02 0.1862 Gutter / Swale 2 270 0.0375 0.2237 13.4 156 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 80 0.0111 0.1609 9.7 157 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 245 0.0340 0.1987 11.9 158 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 210 0.0292 0.1938 11.6 159 Grass 0.15 100 2.66 0.02 0.1791 Gutter / Swale 2 90 0.0125 0.1916 11.5 160 Grass 0.15 110 2.66 0.02 0.1933 Gutter / Swale 2 265 0.0368 0.2301 13.8 161 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 205 0.0285 0.1783 10.7 162 Grass 0.15 85 2.66 0.02 0.1573 Gutter / Swale 2 225 0.0313 0.1885 11.3 163 Grass 0.15 90 2.66 0.02 0.1646 Gutter / Swale 2 65 0.0090 0.1737 10.4 164 Grass 0.15 145 2.66 0.02 0.2411 Gutter / Swale 2 90 0.0125 0.2536 15.2 ---------I c=Jc=Jr=:=Jr:::=Jr:::=Jt=Jr:::=Jc=Jr:=Jr:::=JEJc=Jt=JE:Jt=JCJEJr=:Jc=J The Ridge @ Hayden Run Job # 42480 Post-Developed Site Time of Concentrations StormCAD Date: 1/6/02 Basin Sheet Flow Manual (UV) Description n= L= P2 = s= Tt = .OO7(nL)O.8/(P/"sv.,) Description v= L= Tt = LIV T c (total) T c (total) (ft) (in/hr) (ftIft) (hrs) (ftIs) (ft) (hrs) (hrs) (min) 192 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 290 0.0403 0.1901 11.4 193 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 290 0.0403 0.1901 11.4 194 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 245 0.0340 0.1839 11.0 195 Grass 0.15 80 2.66 0.02 0.1498 Gutter / Swale 2 250 0.0347 0.1845 11.1 Off 100 Grass 0.15 205 2.66 0.004 0.6055 Gutter / Swale 2 185 0.0257 0.6312 37.9 Off 113 Grass 0.15 95 2.66 0.016 0.1880 Gutter / Swale 2 35 0.0049 0.1928 11.6 Off 148 Grass 0.15 20 2.66 0.004 0.0941 Gutter / Swale 2 290 0.0403 0.1344 8.1 D o D D D D D D D D o u D D o D o [J u Scenario: Design 1 nl03 Structure Input Report Structure Area Inlet Time Local Local Label (acres) C of Rational Intensity Concentration Flow (in/hr) (min) (cfs) 100 101 1.25 0.30 16.40 1.62 4.27 102 0.73 0.45 10.40 1.64 4.95 103 0.54 0.42 9.60 1.17 5.12 104 0.75 0.25 10.90 0.92 4.89 104A 0.76 0.33 13.00 1.17 4.64 105 0.48 0.29 13.30 0.65 4.60 10SA 1.77 0.29 19.70 2.06 3.98 106 0.08 0.98 5.00 0.51 6.50 107 0.07 0.98 5.00 0.45 6.50 108 1.10 0.29 18.20 1.32 4.11 108A 0.26 0.20 14.10 0.24 4.51 109 1.27 0.33 14.00 1.91 4.52 110 0.27 0.48 10.50 0.65 4.94 111 0.36 0.46 10.60 0.82 4.93 112 2.10 0.21 20.60 1.70 3.90 113 114 0.75 0.50 11.20 1.84 4.86 115 0.71 0.49 13.10 1.62 4.63 116 117 4.36 0.24 13.20 4.85 4.62 118 0.52 0.45 10.90 1.15 4.89 119 0.43 0.45 10.80 0.96 4.90 120 121 0.70 0.50 10.70 1.73 4.92 122 0.77 0.50 12.50 1.82 4.70 123 1.56 0.30 14.40 2.11 4.47 124 125 126 0.51 0.42 10.20 1.07 4.98 127 0.65 0.50 10.30 1.63 4.96 128 0.62 0.38 11.30 1.15 4.84 129 130 0.86 0.35 14.00 1.37 4.52 131 0.37 0.34 9.90 0.64 5.03 132 1.04 0.35 11.60 1.76 4.81 133 0.62 0.48 9.60 1.54 5.12 134 0.80 0.50 10.80 1.98 4.90 135 136 0.75 0.38 11.10 1.40 4.87 137 1.28 0.35 15.90 1.95 4.32 138 0.44 0.45 9.00 1.06 5.30 139 1.33 0.52 11.70 3.34 4.80 144 145 0.83 0.49 10.50 2.03 4.94 146 1.03 0.49 11.00 2.48 4.88 147 1.95 0.26 18.60 2.08 4.08 148 149 1.27 0.25 11.50 1.54 4.82 150 5.65 0.22 22.70 4.55 3.71 151 1.37 0.49 12.30 3.20 4.72 Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overaILstm 06/01/04 02:27:30 PM @ Haestad Methods, Inc. Project Engineer: Dave Stoeppelwerth Stoeppelwerth & Associates, Inc StorrnCAD v5.5 [5.5003] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 2 D o o o o D o o o o D o D o D u o u u Scenario: Design 1nl03 Structure Input Report Structure Area Inlet Time Local Local Label (acres) C of Rational Intensity Concentration Flow (in/h r) (min) (cfs) 152 1.35 0.49 13.70 3.04 4.56 153 154 1.67 0.38 13.40 2.94 4.59 155 156 0.78 0.33 9.70 1.32 5.09 157 0.78 0.42 11.90 1.58 4.77 158 0.95 0.50 11.60 2.30 4.81 159 0.58 0.37 11.50 1.04 4.82 160 1.07 0.38 13.80 1.86 4.54 161 0.71 0.51 10.70 1.79 4.92 162 0.64 0.51 11.30 1.59 4.84 163 0.53 0.35 10.40 0.93 4.95 164 1.23 0.28 15.20 1.52 4.38 Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm 06/01/04 02:27:30 PM @ Haestad Methods, Inc. Stoeppelwerth & Associates, foc 37 Brookside Road Waterbury, CT 06708 USA Project Engineer: Dave Stoeppelwerth StormCAD v5.5 [5.5003J +1-203-755-1666 Page2of2 1 [J u D D D D D o o D D D D D o D D u o Scenario: Design 1nl03 Pipe Input Report Label Section Section l onstructe Length Upstream Upstream Downstream Downstream Size Shape Slope (ft) Node Invert Node Invert (ftlft) Elevation Elevation (ft) (ft) 101-100 27 inch Circular 0.003 206.00 101 910.62 100 910.00 102-101 21 inch Circular 0.003 153.00 102 911.18 101 910.72 103-102 21 inch Circular 0.003 30.00 103 911.37 102 911.28 104-103 15 inch Circular 0.003 146.00 104 911.91 103 911.47 1 04A-1 03 12 inch Circular 0.008 120.00 104A 912.37 103 911.37 105-104 15 inch Circular 0.005 252.00 105 913.27 104 912.01 1 05A-1 04A 12 inch Circular 0.010 52.00 105A 912.89 104A 912.37 106-105 12 inch Circular 0.005 66.00 106 913.70 105 913.37 107-106 12 inch Circular 0.005 52.00 107 914.06 106 913.80 108-107 12 inch Circular 0.005 66.00 108 914.49 107 914.16 1 08A-1 08 12 inch Circular 0.010 78.00 10BA 915.27 108 914.49 109-101 15 inch Circular 0.005 163.00 109 911.43 101 910.62 110-109 15 inch Circular 0.005 150.00 110 912.18 109 911.43 111-110 12 inch Circular 0.005 30.00 111 912.33 110 912.18 112-111 12 inch Circular 0.005 130.00 112 912.98 111 912.33 114-113 24 inch Circular 0.003 255.00 114 910.77 113 910.00 115-114 21 inch Circular 0.003 30.00 115 910.96 114 910.87 116-115 21 inch' Circular 0.003 36.00 116 911.17 115 911.06 117-116 18 inch Circular 0.003 170.00 117 911.78 116 911.27 118-116 12 inch Circular 0.010 66.00 118 912.26 116 911.60 119-118 12 inch Circular 0.010 30.00 119 912.66 118 912.36 121-120 18 inch Circular 0.005 243.00 121 911.21 120 910.00 122-121 15 inch Circular 0.005 36.00 122 911.49 121 911.31 123-122 12 inch Circular 0.005 156.00 123 912.37 122 911.59 125-124 15 inch Circular. 0.008 263.00 125 912.10 124 910.00 126-125 15 inch Circular 0.007 125.00 126 913.10 125 912.20 127-126 12 inch Circular 0.011 30.00 127 913.54 126 913.20 128-127 12 inch Circular 0.008 143.00 128 914.78 127 913.64 130-129 27 inch Circular 0.003 140.00 130 910.42 129 910.00 131-130 24 inch Circular 0.003 261.00 131 911.30 130 910.52 132-131 21 inch Circular 0.003 171.00 132 911.91 131 911.40 133-132 18 inch Circular 0.003 151.00 133 912.46 132 912.01 134-133 15 inch Circular 0.003 30.00 134 912.65 133 912.56 135-134 12 inch Circular 0.003 42.00 135 912.88 134 912.75 136-135 12 inch Circular 0.008 122.00 136 913.90 135 912.98 137-131 15 inch Circular 0.006 155.00 137 912.30 131 911.40 138-137 12 inch Circular 0.010 30.00 138 912.70 137 912.40 139-130 12 inch Circular 0.020 152.00 139 913.75 130 910.71 145-144 15 inch Circular 0.010 242.00 145 911.84 144 909.50 146-145 15 inch Circular 0.006 31.00 146 912.03 145 911.84 147-146 12 inch Circular 0.006 162.00 147 913.00 146 912.03 149-148 27 inch Circular 0.003 207.00 149 910.12 148 909.50 150-149 27 inch Circular 0.003 212.00 150 910.76 149 910.12 151-150 24 inch Circular 0.003 159.00 151 911 .24 150 910.76 152-151 21 inch Circular 0.003 41.00 152 911 .36 151 911.24 153-152 15 inch Circular 0.003 41.00 153 911.48 152 911.36 154-153 15 inch Circular 0.003 110.00 154 911.81 153 911.48 156-155 24 inch Circular 0.003 300.00 156 910.37 155 909.50 157-156 21 inch Circular 0.003 127.00 157 910.85 156 910.47 158-157 1 8 inch Circular 0.003 36.00 158 911.06 157 910.95 159-158 1 5 inch Circular 0.003 157.00 159 911.63 158 911.16 Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm 06/01/04 02:27:38 PM @ Haestad Methods, Inc. Project Engineer: Dave Stoeppelwerth StormCAD v5.5 [5.5003] Page 1 of 2 Stoeppelwerth & Associates, Inc 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 D o o o o o D o o o D D o D o D D u o Scenario: Design 1nl03 Pipe Input Report Label Section Section ( onstructe i Length Upstream Upstream Downstream Downstream Size Shape Slope (ft) Node Invert Node Invert (ftIft) Elevation Elevation (ft) (ft) 160-159 12 inch Circular 0.003 90.00 160 912.00 159 911.73 161-156 21 inch Circular 0.002 150.00 161 910.77 156 910.47 162-161 18 inch Circular 0.002 32.00 162 910.93 161 910.87 163-162 15 inch Circular 0.003 149.00 163 911.33 162 910.93 164-163 12 inch Circular 0.002 186.00 164 911.80 163 911.43 Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm 06/01/04 02:27:38 PM @ Haestad Methods, Inc. Stoeppelwerth & Associates, Inc 37 Brookside Road Waterbury, CT 06708 USA Project Engineer: Dave Stoeppelwerth StormCAD v5.5 [5.5003] +1-203-755-1666 Page 2 of 2 D o D D D o D D o D o o D o o D o D D Scenario: Design 1/7/03 Pipe Output Report Label Section Length Mannings onstructe Upstream Upstream Downstream Downstream Average Full Size (ft) n Slope Node Invert Node Invert Velocity Capacity (tuft) Elevation Elevation (tus) (cfs) (ft) (ft) 101-100 .27 inch 206.00 0.013 0.003 101 910.62 100 910.00 5.28 16.92 102-101 21 inch 153.00 0.013 0.003 102 911.18 101 910.72 4.04 8.69 103-102 21 inch 30.00 0.013 0.003 103 911.37 102 911.28 3.76 8.68 104-103 15 inch 146.00 0.013 0.003 104 911.91 103 911.4 7 2.90 3.55 1 04A-1 03 12 inch 120.00 0.013 0.008 104A 912.37 103 911.37 3.87 3.25 105-104 15 inch 252.00 0.013 0.005 105 913.27 104 912.01 3.25 4.57 1 05A-1 04A 12 inch 52.00 0.013 0.010 105A 912.89 104A 912.37 2.97 3.56 106-105 12 inch 66.00 0.013 0.005 106 913.70 105 913.37 3.86 2.52 107-106 12 inch 52.00 0.013 0.005 107 914.06 106 913.80 3.57 2.52 108-107 12 inch 66.00 0.013 0.005 108 914.49 107 914.16 3.51 2.52 1 08A-1 08 12 inch 78.00 0.013 0.010 108A 915.27 108 914.49 1.32 3.56 109-101 15 inch 163.00 0.013 0.005 109 911.43 101 910.62 3.51 4.57 110-109 15 inch 150.00 0.013 0.005 110 912.18 109 911.43 2.59 4.57 111-110 12 inch 30.00 0.013 0.005 111 912.33 110 912.18 3.13 2.52 112-111 12 inch 130.00 0.013 0.005 112 912.98 111 912.33 2.90 2.52 114-113 24 inch 255.00 0.013 0.003 114 910.77 113 910.00 4.91 12.39 115-114 21 inch 30.00 0.013 0.003 115 910.96 114 910.87 4.43 8.68 116-115 21 inch 36.00 0.013 0.003 116 911.17 115 911.06 3.90 8.76 117-116 18 inch 170.00 0.013 0.003 117 911.78 116 911.27 3.62 5.75 118-116 12 inch 66.00 0.013 0.010 118 912.26 116 911.60 3.75 3.56 119-118 12 inch 30.00 0.013 0.010 119 912.66 118 912.36 2.74 3.56 121-120 18 inch 243.00 0.013 0.005 121 911.21 120 910.00 4.72 7.41 122-121 15 inch 36.00 0.013 0.005 122 911.49 121 911.31 4.24 4.57 123-122 12 inch 156.00 0.013 0.005 123 912.37 122 911.59 3.44 2.52 125-124 15 inch 263.00 0.013 0.008 125 912.10 124 910.00 4.78 5.77 126-125 15 inch 125.00 0.013 0.007 126 913.10 125 912.20 4.70 5.48 127-126 12 inch 30.00 0.013 0.011 127 913.54 126 913.20 4.89 3.79 128-127 12 inch 143.00 0.013 0.008 128 914.78 127 913.64 2.83 3.18 130-129 27 inch 140.00 0.013 0.003 130 910.42 129 910.00 5.24 16.96 131-130 24 inch 261.00 0.013 0.003 131 911.30 130 910.52 4.13 12.37 132-131 21 inch 171.00 0.013 0.003 132 911.91 131 911.40 3.79 8.65 133-132 18 inch, 151.00 0.013 0.003 133 912.46 132 912.01 3.65 5.73 134-133 15 inch 30.00 0.013 0.003 134 912.65 133 912.56 3.34 3.54 135-134 12 inch 42.00 0.013 0.003 135 912.88 134 912.75 2.05 1.98 136-135 12 inch 122.00 0.013 0.008 136 913.90 135 912.98 3.05 3.09 137-131 15 inch 155.00 0.013 0.006 137 912.30 131 911.40 3.25 4.92 138-137 12 inch 30.00 0.013 0.010 138 912.70 137 912.40 2.75 3.56 139-130 12 inch 152.00 0.013 0.020 139 913.75 130 910.71 4.66 5.04 145-144 15 inch 242.00 0.013 0.010 145 911.84 144 909.50 5.73 6.35 146-145 15 inch 31.00 0.013 0.006 146 912.03 145 911.84 4.22 5.06 147-146 12 inch 162.00 0.013 0.006 147 913.00 146 912.03 3.35 2.76 149-148 27 inch 207.00 0.013 0.003 149 910.12 148 909.50 5.19 16.95 150-149 27 inch 212.00 0.013 0.003 150 910.76 149 910.12 4.48 17.02 151-150 24 inch 159.00 0.013 0.003 151 911.24 150 910.76 3.99 12.43 152-151 21 inch 41.00 0.013 0.003 152 911.36 151 911.24 3.21 8.57 153-152 15 inch 41.00 0.013 0.003 153 911.48 152 911.36 2.40 3.49 154-153 15 inch 110.00 0.013 0.003 154 911.81 153 911.48 2.62 3.54 156-155 . 24 inch 300.00 0.013 0.003 156 910.37 155 909.50 5.13 12.18 157-156 21 inch 127.00 0.013 0.003 157 910.85 156 910.47 3.13 8.67 158-157 18 inch 36.00 0.013 0.003 158 911.06 157 910.95 3.32 5.81 159-158 15 inch 157.00 0.013 0.003 159 911.63 158 911.16 2.81 3.53 Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm 06/01/04 02:27:44 PM @ Haesta<t,Methods, Inc. Project Engineer: Dave Stoeppelwerth Stoeppelwerth & Associates, Inc StormCAD v5.5 [5.5003] 37 Brookside Road WaterbUry, CT 06708 USA +1-203-755-1666 Page 1 of 2 D D D D D D D D o D D D D o D D o D o Scenario: Design 1/7103 Pipe Output Report Label Section Length Mannings onstructe Upstream Upstream Downstream Downstream Average Full Size (ft) n Slope Node Invert Node Invert Velocity Capacity (tUft) Elevation Elevation (tUs) (cfs) (ft) (ft) 160-159 12 inch 90.00 0.013 0.003 160 912.00 159 911.73 2.83 1.95 161-156 21 inch 150.00 0.013 0.002 161 910.77 156 910.47 2.48 7.09 162-161 18 inch 32.00 0.013 0.002 162 910.93 161 910.87 2.36 4.55 163-162 15 inch 149.00 0.013 0.003 163 911.33 162 910.93 2.09 3.35 164-163 12 inch 186.00 0.013 0.002 164 911.80 163 911.43 2.20 1.59 Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm 06/01/04 02:27:44 PM @ Haestad Methods, Inc. Project Engineer: Dave Stoeppelwerth Stoeppelwerth & Associates, Inc StormCAD v5.5 [5.5003] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 2 o o D o o o D D o D o o D o D D D D o Scenario: Design 1nl03 Pipe Output Report II Label Section Length Constructed Upstream Hydraulic Downstream Hydraulic Total System Size (ft) Slope Node Grade Node Grade System Intensity (ftIft) Line In Line Out Flow (in/hr) (ft) (ft) (cfs) 101-100 27 inch 206.00 0.003 101 912.14 100 911.28 13.59 3.66 102-101 21 inch 153.00 0.003 102 912.57 101 912.14 8.36 3.83 103-102 21 inch 30.00 0.003 103 912.64 102 912.57 7.11 3.84 104-103 15 inch 146.00 0.003 104 912.97 103 912.64 3.34 3.92 1 04A-1 03 12 inch 120.00 0.008 104A 913.52 103 912.64 3.04 3.95 105-104 15 inch 252.00 0.005 105 913.96 104 912.97 2.67 4.04 1 05A-104A 12 inch 52.00 0.010 105A 913.62 104A 913.52 2.06 3.98 106-105 12 inch 66.00 0.005 106 914.40 105 913.99 2.12 4.06 107-106 12 inch 52.00 0.005 107 914.69 106 914.40 1.81 4.08 108-107 12 inch 66.00 0.005 108 915.05 107 914.69 1.54 4.11 1 08A-1 08 12 inch 78.00 0.010 108A 915.47 108 915.05 0.24 4.51 109-101 15 inch 163.00 0.005 109 912.86 101 912.14 4.31 3.73 110-109 15 inch 150.00 0.005 110 913.09 109 912.86 2.80 3.81 111-110 12 inch 30.00 0.005 111 913.19 110 913.09 2.31 3.83 112-111 12 inch 130.00 0.005 112 913.58 111 913.19 1.70 3.90 114-113 24 inch 255.00 0.003 114 912.12 113 911.13 9.92 4.49 115-114 21 inch 30.00 0.003 115 912.24 114 912.12 8.25 4.50 116-115 21 inch 36.00 0.003 116 912.34 115 912.24 6.70 4.52 117-116 18 inch 170.00 0.003 117 912.84 116 912.34 4.85 4.62 118-116 12 inch 66.00 0.010 118 912.88 116 912.34 2.10 4.88 119-118 12 inch 30.00 0.010 119 913.07 118 912.88 0.96 4.90 121-120 18 inch 243.00 0.005 121 912.15 120 910.89 5.30 4.37 122-121 15 inch 36.00 0.005 122 912.35 121 912.15 3.77 4.39 123-122 12 inch 156.00 0.005 123 913.07 122 912.35 2.11 4.47 125-124 15 inch 263.00 0.008 125 912.87 124 910.72 3.65 4.68 126-125 15 inch 125.00 0.007 126 913.88 125 912.95 3.69 4.73 127-126 12 inch 30.00 0.011 127 914.24 126 913.82 2.68 4.74 128-127 12 inch 143.00 0.008 128 915.23 127 914.24 1.15 4.84 130-129 27 inch 140.00 0.003 130 911.88 129 911.25 13.02 4.15 131-130 24 inch 261.00 0.003 131 912.57 130 911.88 9.07 4.25 132-131 21 inch 171 .00 0.003 132 913.02 131 912.57 6.31 4.65 133-132 18 inch 151.00 0.003 133 913.49 132 913.02 4.68 4.73 134-133 15 inch 30.00 0.003 134 913.59 133 913.49 3.28 4.75 135-134 12 inch 42.00 0.003 135 913.64 134 913.59 1.38 4.79 136-135 12 inch 122.00 0.008 136 914.40 135 913.64 1.40 4.87 137-131 15 inch 155.00 0.006 137 912.98 131 912.57 2.81 4.32 138-137 12 inch 30.00 0.010 138 913.13 137 912.98 1.06 5.30 139-130 12 inch 152.00 0.020 139 914.53 130 911.88 3.34 4.80 145-144 15 inch 242.00 0.010 145 912.81 144 910.43 5.71 3.99 146-145 15 inch 31.00 0.006 146 912.91 145 912.81 4.08 4.00 147-146 12 inch 162.00 0.006 147 913.65 146 912.91 2.08 4.08 149-148 27 inch 207.00 0.003 149 911.58 148 910.74 12.84 3.64 150-149 27 inch 212.00 0.003 150 912.15 149 911.58 11.90 3.71 151-150 '24 inch 159.00 0.003 151 912.51 150 912.15 8.82 4.45 152-151 21 inch 41.00 0.003 152 912.57 151 912.51 5.84 4.47 153-152 15 inch 41.00 0.003 153 912.64 152 912.57 2.88 4.51 154-153 15 inch 110.00 0.003 154 912.82 153 912.64 2.94 4.59 156-155 24 inch 300.00 0.003 156 911.94 155 910.73 11.80 4.04 157-156 21 inch 127.00 0.003 157 912.12 156 911.94 6.26 4.36 158-157 18 inch 36.00 0.003 158 912.20 157 912.12 4.84 4.38 159-158 15 inch 157.00 0.003 159 912.51 158 912.20 2.81 4.48 Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm 06/01/04 02:27:50 PM @ Haestad Methods, Inc. Project Engineer: Dave Stoeppelwerth Stoeppelwerth & Associates, Inc StormCAD v5.5 [5.5003] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 2 D D D D o o D D D D D D D o D D D D o Scenario: Design 117103 Pipe Output Report II Label Section Length Constructed Upstream Hydraulic Downstream Hydraulic Total System Size (ft) Slope Node Grade Node Grade System Intensity (ftIft) Line In Line Out Flow (in/hr) (ft) (ft) (cfs) 160-159 12 inch 90.00 0.003 160 912.78 159 912:51 1.86 4.54 161-156 21 inch 150.00 0.002 161 912.08 156 911.94 5.07 4.13 162-161 18 inch 32.00 0.002 162 912.12 161 912.08 3.58 4.15 163-162 15 inch 149.00 0.003 163 912.27 162 912.12 2.27 4.26 164-163 12 inch 186.00 0.002 164 912.61 163 912.27 1.52 4.38 Title.: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm 06/01/04 02:27:50 PM @ Haestad Methods, Inc. Project Engineer: Dave Stoeppelwerth Stoeppelwerth & Associates, Inc StormCAD v5.5 [5.5003] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 2 of 2 1 '" \' ',' -''- 1-' "iD', "', D' , ~ U . .'0 'U' .' . :,0 ' >0 ' '0 >:u' ,,' o :.0. , o 'D ' IV,' :D D' D n :0 :u.". ' ,0, , , ~ , ' " .. ..... ... qUT'.fERSPREAD ,CALCULATIONS." "'. , ..' ."" , '~ , ' , ~ ," o D o o o o o o o D o o o o o o o o D Scenario: Design 1nl03 Inlet- Local Rational Flow Label Inlet Local Inlet Local C Intensity Area Rational (in/h r) (acres) Flow (cfs) 101 0.30 4.27 1.25 1.62 102 0.45 4.95 0.73 1.64 103 0.42 5.12 0.54 1.17 104 0.25 4.89 0.75 0.92 104A 0.33 4.64 0.76 1.17 105 0.29 4.60 0.48 0.65 105A 0.29 3.98 1.77 2.06 106 0.98 6.50 0.08 0.51 107 0.98 6.50 0.07 0.45 108 0.29 4.11 1.10 1.32 108A 0.20 4.51 0.26 0.24 109 0.33 4.52 1.27 1.91 110 0.48 4.94 0.27 0.65 111 0.46 4.93 0.36 0.82 112 0.21 3.90 2.10 1.70 114 0.50 4.86 0.75 1.84 115 0.49 4.63 0.71 1.62 117 0.24 4.62 4.36 4.85 118 0.45 4.89 0.52 1.15 119 0.45 4.90 0.43 0.96 121 0.50 4.92 0.70 1.73 122 0.50 4.70 0.77 1.82 123 0.30 4.47 1.56 2.11 126 0.42 4.98 0.51 1.07 127 0.50 4.96 0.65 1.63 128 0.38 4.84 0.62 1.15 130 0.35 4.52 0.86 1.37 131 0.34 5.03 0.37 0.64 132 0.35 4.81 1.04 1.76 133 0.48 5.12 0.62 1.54 134 0.50 4.90 0.80 1.98 136 0.38 4.87 0.75 1.40 137 0.35 4.32 1.28 1.95 138 0.45 5.30 0.44 1.06 139 0.52 4.80 1.33 3.34 145 0.49 4.94 0.83 2.03 146 0.49 4.88 1.03 2.48 147 0.26 4.08 1.95 2.08 149 0.25 4.82 1.27 1.54 150 0.22 3.71 5.65 4.55 151 0.49 4.72 1.37 3.20 152 0.49 4.56 1.35 3.04 154 0.38 4.59 1.67 2.94 156 0.33 5.09 0.78 1.32 157 0.42 4.77 0.78 1.58 158 0.50 4.81 0.95 2.30 159 0.37 4.82 0.58 1.04 160 0.38 4.54 1.07 1.86 161 0.51 4.92 0.71 1.79 162 0.51 4.84 0.64 1.59 163 0.35 4.95 0.53 0.93 Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm 06/01/04 02:27:57 PM @ Haestad Methods, Inc. Stoeppelwerth & Associates, Inc 37 Brookside Road Waterbury, CT 06708 USA Project Engineer: Dave Stoeppelwerth StormCAD v5.5 [5.5003J +1-203-755-1666 Page 1 of 2 o Scenario: Design 1nl03 D Inlet- Local Rational Flow D Label Inlet Local Inlet Local C Intensity Area Rational (in/hr) (acres) Flow (cfs) 164 0.28 4.38 1.23 1.52 D D D D D D D D D D D D D D D Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm 06/01/04 02:27:57 PM @ Haestad Methods, Inc. Stoeppelwerth & Associates. Inc 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Project Engineer: Dave Stoeppelwerth StormCAD v5.5 [5.5003J Page 2 of 2 o r::=Jt=JCJ~r=JCJCJCJCJt=JCJCJt:=JCJr:=JCJEJ~r:=J Lakes at Hayden Run Job # 41848 Local Rational Flow Calculations (Q= CiA) Roughness Inlet Coefficient Local Intensity Inlet Area Local Rational Flow (C) (in/hr) (acres) (c.f.s. ) 201 0.49 6.49 0.32 1.02 201 0.45 6.19 0.26 0.72 ~~~~~~~~~~~~~~~~~~~ The Ridge @ Hayden Run Job # 42480 Date: 1/7/03 Spread Calculations Grates in Sag Condition Cross Sectional Gutter Inlet Rational Flow Grate Perimeter Depth at Casting Slope Spread Inlet Type (c.f.s.) (ft) (ft) (ftlft) (ft) 102 1.64 4.58 0.24 0.021 9.08 Single 103 1.17 4.58 0.19 0.021 6.76 Single 104A 1.17 4.58 0.19 0.021 6.76 Single 105A 2.06 4.58 0.28 0.021 10.97 Single 114 1.84 4.58 0.26 0.021 10.00 Single 115 1.62 4.58 0.24 0.021 8.99 SinQle 118 1.15 4.58 0.19 0.021 6.66 Single 119 0.96 4.58 0.17 0.021 5.63 Single 121 1.73 4.58 0.25 0.021 9.50 Single 122 1.82 4.58 0.26 0.021 9.91 Single 126 1.07 4.58 0.18 0.021 6.23 Single 127 1.63 4.58 0.24 0.021 9.03 Single 133 1.54 4.58 0.23 0.021 8.61 Single 134 1.98 4.58 0.27 0.021 10.62 Single 137 1.95 4.58 0.27 0.021 10.49 SinQle 138 1.06 4.58 0.18 0.021 6.18 Single 139 3.34 6.75 0.30 0.021 11.85 Double 145 2.03 6.75 0.21 0.021 7.82 Double 2.48 6.75 0.24 0.021 --:- 9.28 Double 146 151 3.20 6.75 0.29 0.021 11.45 Double 152 3.04 6.75 0.28 0.021 10.99 Double 157 1.58 4.58 0.23 0.021 8.80 SinQle 158 2.30 6.75 0.23 0.021 8.71 Double 161 1.79 4.58 0.26 0.021 9.77 Single 162 1.59 4.58 0.24 0.021 8.85 Single 192 2.30 4.58 0.30 0.0254 9.92 Single 193 3.20 6.75 0.29 0.0254 9.47 Double 194 2.30 6.75 0.23 0.021 8.71 Double 195 3.20 6.75 0.29 0.021 11 .45 Double t:=Jr:=Jt=Jr:=JCJCJCJr:=JCJCJCJCJt=Jr:=Jt=JCJEJCJCJ The Ridge @ Hayden Run Job # 42480 Date: 1/7/03 Spread Calculations Grates in-line Manning's Depth at Gutter Inlet Rational Flow Longitudinal Slope Transverse Slope Coefficient Casting Spread Inlet Type (c.f.s.) (ftIft) (ft/ft) (ft) 106 0.51 0.009 0.021 0.013 0.11 5.13 Single 107 0.45 0.009 0.021 0.013 0.10 4.89 Single 110 0.65 0.006 0.021 0.013 0.13 6.06 Single 111 0.82 0.006 0.021 0.013 0.14 6.61 Single C=J -==:J r=J t=J t=J CJ r:=J r=J CJ r:=J r=J r=:J CJ r:=J r:=J r:=J r=:J CJ CJ The Ridge @ Hayden Run Job # 42480 Date: 11/4/03 Grates in Sag Condition Cross Sectional Inlet Rational Flow Grate Perimeter Depth at Casting Slope (c.f.s.) (ft) (ft) (ftfft) 192 2.30 4.58 0.30 0.0254 193 3.20 6.75 0.29 0.0254 Spread Calculations Gutter Spread Inlet Type (ft) D D o o o D D D D D D o o o o D o u o Scenario: Design 1/7/03 Inlet- Local Rational Flow Label Inlet Local Inlet Local C Intensity Area Rational (in/h r) (acres) Flow (cfs) 101 0.30 4.27 1.25 1.62 102 0.45 4.95 0.73 1.64 103 0.42 5.12 0.54 1.17 104 0.25 4.89 0.75 0.92 104A 0.33 4.64 0.76 1.17 105 0.29 4.60 0.48 0.65 105A 0.29 3.98 1.77 2.06 106 0.98 6.50 0.08 0.51 107 0.98 6.50 0.07 0.45 108 0.29 4.11 1.10 1.32 108A 0.20 4.51 0.26 0.24 109 0.33 4.52 1.27 1.91 110 0.48 4.94 0.27 0.65 111 0.46 4.93 0.36 0.82 112 0.21 3.90 2.10 1.70 114 0.50 4.86 0.75 1.84 115 0.49 4.63 0.71 1.62 117 0.24 4.62 4.36 4.85 118 0.45 4.89 0.52 1.15 119 0.45 4.90 0.43 0.96 121 0.50 4.92 0.70 1.73 122 0.50 4.70 0.77 1.82 123 0.30 4.47 1.56 2.11 126 0.42 4.98 0.51 1.07 127 0.50 4.96 0.65 1.63 128 0.38 4.84 0.62 1.15 130 0.35 4.52 0.86 1.37 131 0.34 5.03 0.37 0.64 132 0.35 4.81 1.04 1.76 133 0.48 5.12 0.62 1.54 134 0.50 4.90 0.80 1.98 136 0.38 4.87 0.75 1.40 137 0.35 4.32 1.28 1.95 138 0.45 5.30 0.44 1.06 139 0.52 4.80 1.33 3.34 145 0.49 4.94 0.83 2.03 146 0.49 4.88 1.03 2.48 147 0.26 4.08 1.95 2.08 149 0.25 4.82 1.27 1.54 150 0.22 3.71 5.65 4.55 151 0.49 4.72 1.37 3.20 152 0.49 4.56 1.35 3.04 154 0.38 4.59 1.67 2.94 156 0.33 5.09 0.78 1.32 157 0.42 4.77 0.78 1.58 158 0.50 4.81 0.95 2.30 159 0.37 4.82 0.58 1.04 160 0.38 4.54 1.07 1.86 161 0.51 4.92 0.71 1.79 162 0.51 4.84 0.64 1.59 163 0.35 4.95 0.53 0.93 Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm OS/28/04 01 :04:45 PM @ Haestad Methods, Inc. Project Engineer: Dave Stoeppelwerth Stoeppelwerth & Associates, Inc StormCAD v5.5 [5.5003] 37 Brookside Road Waterbury, CT 06708 USA +1-203-755-1666 Page 1 of 2 D o Scenario: Design 1nl03 Inlet- Local Rational Flow Label Inlet Local Inlet Local C Intensity Area Rational (in/hr) (acres) Flow (cfs) 164 0.28 4.38 1.23 1.52 D o o o o D o o o o o o o D o D Title: 42480_0verall Drainage s:\42480\drainage\stormcad\overall.stm OS/28/04 01 :04:45 PM @ Haestad Methods, Inc. o Stoeppelwerth & Associates, fnc 37 Brookside Road Waterbury, CT 06708 USA Project Engineer: Dave Stoeppelwerth StormCAD v5.5 [5.5003] +1-203-755-1666 Page 2 of 2