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All rlghls reservetl. hllp:/lwww.mlcrosofl.comisireel5 © Copyrlghl 2001 by Geographic Data Technology, Inc. All rlghls reserved. ©2001 Navigallon Technologies. All rlghls reserved. This data includes Informallon taken with permission from Canadian aulhorlllas m Het MaJesty the Gueen In Righl of Canada. Overbrooke Farms Copyright ©190&2002 Mlcroso(1 Corp. and/or its suppliers. All rights reserved, hllp://www.microsofl.comislreets ' ©Copyrlghl 2001 by Geographic Dala Technology, Inc. All rights reserved m 2001 Navigetlon Technologies. All rights reserved. This dale Includes Information taken wllh permisslon from Canatlian authorilles ©Her Mafesly the queen In Right o(Canada. ?�I UNITED STATES L STAT y OF IN:DIANA DEPARTMENT OF THE INTERIOR Di !:7)ARTMHNT U` F NATURAL RSSOURC;�S GEOI,,OGICAL SURVEY INDIAIQAPOLIS, INDIANA EAGLETOWN 3.8 MI r3%64'. I/ SW 86°15' R. E. 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N�89'4515 " E 7F0:01 48' OF 77° RCP 0 0.50% ' 4430 :-T00.00' 3�0'100.00, 100.00' 15.31 z 881.6 113 68361 S.F. 1.569 AC. 881 65980 S.F. 1.515 AC. 880 62091 S.F. 1.425 AC. 879 58303 S.F 1.338 AC. 878 54615 S.F. 1.254 AC. 877 51028 S.F. 1.171 AC. 876.60 NP 49621 S.F. 1.139 AC. 3 0 w 'a 0 0 m c m m m in > D 2 zD7 — D m t in w o o O' N N O m °oa rn rn (0 V O N m W N N CO O j V Ol V W (D Z O 0 0 0 0 0 0 0 o O jj1177 -- O O N N D O X o N 'Oo a, D m (D _ O O O O N cn Co O - -'-" O N 0 (D -- N O 0 -� V 00 O w j N j (D N 0)_ _ N N zip -- N CD NO 0 W JW(D �CO(D N0 O (D_ N .. 0 � _ N _ - w (D G r _ 0MUtCn 0 t L O O N R C { m { o m D x A D i m tn m — - m — - Oo m o N O W D (O J 3 0) 0) O (O N A Z w fn 6l N N A W < 4 O Z m N Z O' A '0 co N -_ N A W A �p W Z n N n N n N N to N 0 N 0 4 G - _ rl a o N O Z Cn _ N O Z 0) N (NO N v N �G N V N O v cn a)N (D Z CD (O - D o O o N y pp� 0 A W J �_ N co o - A A m 0__ n O N O W Z w z A N W CD N m (O CD (D in Oo cn n n n -- o p N O- W Go m A ° rn (D m N. m m ni N J N n OIO " i 05-14-05 Revised 07/18/05 OVERBROOK FARMS SOBA W04,0826 JOH,f( W03.0899 Name: Group: Simulation: Node: Type: Unit Hydrograph: Peaking Factor: Spec Time Inc(min): Comp Time Inc(min): Rain File: Rain Amount(in): Duration(hrs): Status: TC(mi.n): Time Shift(hrs): Area(ac): Vol of Unit Hyd(in): �CUrve Num: DCIA(%): Time Max(hrs): Flow Max(cfs): Runoff Volume(in): Runoff Volume(ft3): Nam Group: Simulation: Node: Type: Unit Hydrograph: Peaking Factor: Spec Time Inc(min): Comp Time Inc(min): Rain File: Rain Amount(in): Duration(hrs); Status: TC(min): Time Shift(hrs): Area(ac); Vol of Unit Hyd(in): Curve Num: DCIA($): EXHAS-NO HASE O1-IN 24-HR 90 SCS Uf14 84 484,000 4.000 4.000 Scsii-24 1.000 24.000 Onsite 30.000 0.000 61.380 1.001 78.000 0.000 12.400 0.866 0.058 12983.038 EXBAS-OF-SO-I BASE O1-IN 24-HR 92 CIS UH484 484.000 5.240 5.240 Scsii-24 1.000 24.000 Onsite 39,300 0,000 9.020 1.000 3,000 0,000 EXBAS-OF-N-I HASE Ol-IN 24-HR 97 SCS UH484 464.000 4 .760 4 .760 Scsii.-24 1.000 24.000 Onsite 35,700 0.000 3 .840 1.000 fl 1.000 0.000 12.376 0. 144 0.098 1362,189 EXBAS-OF-SO-I-T BASE Ol-IN 24-HR 96 SCS UH484 484.000 5.240 5 .240 Scsii-24 1.000 29.000 Onsite 39.300 0.000 4 .020 1 .000 3,000 0.000 EXBAS-OF-N-II SASE Ol-IN 24-IIR 98 SCS UH484 984.000 5 .773 5 .773 Scs11-24 1.000 > 24.000 Onsite 43 .300 o.a00 15 .000 1.000 H 2.000 0.000 12 .509 0. 653 0.114 6202.053 EXBAS-OF-SO-II BASE O1-IN 24-HR 93 SC UH489 4841000 4. 133 4 .133 Scsii-24 1. 000 24.000 Onsite 31.000 0.000 2 .160 1.000 75.000 0.000 9. NXBAS-OF-N-IT HASE Ol-IN 24-HR 99 SCS UH4 84 484.000 4 .760 4.760 Scsii-24 1 .000 24.000 Onsite 35.700 0.000 3 .840 1 .000 81.000 0.000 12.376 0. 144 0. 098 1362.189 EXBAS-OP-SO-III SASE O1-IN 24-HR 94 SCS OR 4841000 6.067 6,067 Scsii-24 000 24.000 Onsite 45.500 0.000 390 1.000 76. 000 0.000 4,1 4.1 EXHAS-OF-NIIT BASE 01-ZN 24-TIR 99 SCS UH4H4 484, 000 5.773 5 .773 Scsii-24 000 29.000 Onsite 43.300 0.000 15.000 1.000 82.000 0.000 12.509 0.653 0.114 6202.053 EXBAS-OF-SO-IIT BASE O1-IN 24-HR 96 SCS UH484 484.000 33 33 Scsii-24 1.000 24.000 Onsite 31.000 0.000 2.160 1. 000 75.000 0.000 Intercomfected Charnel and Pond Routing Model (ICPR) ©2002 Sd'eauiliue Technologies, Inc. ��� - ��� P3ge lei of 13 05-14-05 Revised 07/18/05 OVERBROOK FARMS SOBA W04,0826 JOH,f( W03.0899 Name: Group: Simulation: Node: Type: Unit Hydrograph: Peaking Factor: Spec Time Inc(min): Comp Time Inc(min): Rain File: Rain Amount(in): Duration(hrs): Status: TC(mi.n): Time Shift(hrs): Area(ac): Vol of Unit Hyd(in): �CUrve Num: DCIA(%): Time Max(hrs): Flow Max(cfs): Runoff Volume(in): Runoff Volume(ft3): Nam Group: Simulation: Node: Type: Unit Hydrograph: Peaking Factor: Spec Time Inc(min): Comp Time Inc(min): Rain File: Rain Amount(in): Duration(hrs); Status: TC(min): Time Shift(hrs): Area(ac); Vol of Unit Hyd(in): Curve Num: DCIA($): EXHAS-NO HASE O1-IN 24-HR 90 SCS Uf14 84 484,000 4.000 4.000 Scsii-24 1.000 24.000 Onsite 30.000 0.000 61.380 1.001 78.000 0.000 12.400 0.866 0.058 12983.038 EXBAS-OF-SO-I BASE O1-IN 24-HR 92 CIS UH484 484.000 5.240 5.240 Scsii-24 1.000 24.000 Onsite 39,300 0,000 9.020 1.000 3,000 0,000 EXBAS-OF-N-I HASE Ol-IN 24-HR 97 SCS UH484 464.000 4 .760 4 .760 Scsii.-24 1.000 24.000 Onsite 35,700 0.000 3 .840 1.000 fl 1.000 0.000 12.376 0. 144 0.098 1362,189 EXBAS-OF-SO-I-T BASE Ol-IN 24-HR 96 SCS UH484 484.000 5.240 5 .240 Scsii-24 1.000 29.000 Onsite 39.300 0.000 4 .020 1 .000 3,000 0.000 EXBAS-OF-N-II SASE Ol-IN 24-IIR 98 SCS UH484 984.000 5 .773 5 .773 Scs11-24 1.000 > 24.000 Onsite 43 .300 o.a00 15 .000 1.000 H 2.000 0.000 12 .509 0. 653 0.114 6202.053 EXBAS-OF-SO-II BASE O1-IN 24-HR 93 SC UH489 4841000 4. 133 4 .133 Scsii-24 1. 000 24.000 Onsite 31.000 0.000 2 .160 1.000 75.000 0.000 9. NXBAS-OF-N-IT HASE Ol-IN 24-HR 99 SCS UH4 84 484.000 4 .760 4.760 Scsii-24 1 .000 24.000 Onsite 35.700 0.000 3 .840 1 .000 81.000 0.000 12.376 0. 144 0. 098 1362.189 EXBAS-OP-SO-III SASE O1-IN 24-HR 94 SCS OR 4841000 6.067 6,067 Scsii-24 000 24.000 Onsite 45.500 0.000 390 1.000 76. 000 0.000 4,1 4.1 EXHAS-OF-NIIT BASE 01-ZN 24-TIR 99 SCS UH4H4 484, 000 5.773 5 .773 Scsii-24 000 29.000 Onsite 43.300 0.000 15.000 1.000 82.000 0.000 12.509 0.653 0.114 6202.053 EXBAS-OF-SO-IIT BASE O1-IN 24-HR 96 SCS UH484 484.000 33 33 Scsii-24 1.000 24.000 Onsite 31.000 0.000 2.160 1. 000 75.000 0.000 Intercomfected Charnel and Pond Routing Model (ICPR) ©2002 Sd'eauiliue Technologies, Inc. ��� - ��� P3ge lei of 13 05-14-05 Revised 07/18/05 OVERBROOR FARMS JOB.# w04.0826 JOB.j) W03 .0694 Time Max(hrs): 16. 680 161680 13..364 13.245 13,364 Flow MaX(Cfs): 0.007 0.007 0.009 0,054 0.009 Runoff Volume(in): 0.017 0,017 0.030 0.038 0.030 Runoff Volume(ft3): 248,269 248.269 236,976 1308,182 236,976 Name: EXBAS-OF-SO-IV EXBAS-OF-SOIIIT EXBAS-OF-SOIVT EXBAS-SO PRBAS-➢IR k. Group: BASE BASE BASE BASE BASE Simulation: 01-IN 24-HR 01-IN 24-HR 01-IN 24-HR 01-IN 24-HR 01-IN 24-HR Node: 95 96 200 91 101 Type: SCS SCS SCS SCS SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 Peaking Factor: 484.000 484.000 484,000 484.000 484,000 - Spec Time Inc(min): 12,200 6.067 12,200 4.800 2,507 Comp Time Inc(min): 12.200 6,067 12.200 4,800 2.507 Rain File: SCsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24 Rain Amount(in): 1.000 1,000 1.000 1.000 1.000 Duration(hrs): 24.000 24,000 24,000 24.000 24.000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 91.500 45,500 91,500 36.000 18.800 Time Shift(hrs): 0,000 0.000 0.000 0,000 0.000 Area(ac): 4,940 9.390 4.940 22,880 9.830 Vol of Unit Hyd(in): 1,000 1.000 1.000 1,000 1,000 Curve Nnm: 76.000 76.000 76,000 78.000 78.000 DCIA M : 0.000 0.000 0,000 0.000 0.000 Time Max(hrs): 14.030 13,245 14.030 12.480 12.241 Flom Max(cfs): 0.025 0.054 0,025 0,298 0.170 Runoff. Volume(in): 0.038 0,038 0,038 0,058 0,058 Runoff Volume(ft3): 689.110 1308.182 689,110 4839,555 2077.782 Name: PRBAS-DIR-T PRBAS-NO PRBAS-NO-T PRBAS-NW PRBAS-NW-T Group: BASE BASE BASE BASE BASE Simulation: 01-IN 24-HR 01-IN 24-HR 01-IN 24-HR 01-IN 24-HR 01-IN 24-HR Node: ➢IRECT 100 SM-N 102 SM-NW Type: SCS SCS SCS SCS SCS Unit Hydrograph: UH484 UH484 U14484 UH484 UH484 Peaking Factor: 484.000 484.000 484,000 484,000 '484.000 Spec Time Inc(min): 2.507 2,293 2.293 3,480 3.480 Comp Time Inc(min): 2,507 2,293 2,293 3,480 3.480 Rain File: SCsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24 Rain Amount(in): 1.000 1.000 1,000 1,000 1,000 Duration(hrs): 24.000 24,000 24,000 24,000 24,000 Status: Onsite Onsite Onsite Onsite Onsite Llterconnected Chalmel and Pond Routing Model (ICPR) ©2002 Sheamlille Technologies, Inc. 05-14-05 Revised 07/18/05 OVERBROOE FARMS JOB.jj w04,O826 JOB.# W03.0894 TC (min): 18.800 17.200 17.200 26.100 26.100 Time Shift(hrs): 0.000 0.000 0.000 0.000 0.000 Area(ac): 9.830 17,700 17.700 10.760 10.760 Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1.000 Curve Nnm: 78.000 86.000 86,000 86.000 86,000 DCIA(a): 0.000 0,000 0,000 0.000 0.000 Time Max(hrs): 12,241 12.116 12.116 12,180 12.180 Flow Max(cfs): 0,170 3,394 3,394 1.578 1,578 Runoff Volume(in): 0,058 0.197 0,197 0.197 0.197 - Runoff Volume(ft3): 2077.782 12666,940 12666.940 7698,51.3 7698,513 Name: PRBAS-OF-N-I PRBAS-OF-N-II PRBAS-OF-SO-I PRHAS-OF-SO-II PRBAS-OF-SO-III ') Group: BASE BASE BASE BASE BASE Simulation: 01-IN 24-HR 01-IN 24-HR 01-IN 24-FIR 01-IN 24-HR 01-IN 24-HR - Node: SM-N SM-N SM-NW SM-NW SM-S - Type: SCS SCS SCS SCS SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 Peaking Factor: 484.000 484.000 484,000 484.000 484,000 Spec Time Inc(mi.n): 4.760 5,773 5.240 4,133 6,067 Comp Time Inc(min): 4.760 5.773 5.240 4.133 6.067 i. Rain File: Sesii-24 Sesii-24 Scsii-24 Scsii-24 Scsi.i-24 Rain Amount(in): 1,000 1.000 1.000 1,000 1.000 Duration(hrs): 24.000 24.000 24.000 24,000 24,000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 35.700 43,300 39.300 31,000 45.500 Time Shift(hrs): 0.000 0.000 0.000 0,000 0.000 Area(ac): 3.840 15,000 4,020 2.160 9,390 Vol of Unit Hyd(in): 1,000 1.000 1.000 1,000 1.000 Curve Num: 81.000 82.000 73,000 75,000 76.000 DCIA("s): 0.000 0.000 0.000 0.000 0.000 Time Max(hrs): 12.376 12.509 3.6,680 13,364 13,245 Flow Max(cfs): 0.144 0.653 0.007 0.009 0.054 Runoff Volume (in) 0,098 0.114 0.017 0.030 0,038 Runoff Volume (f t3) 1362.189 6202.053 248.269 236.976 1308.182 Name: PRBAS-SO PRHAS-SO-T EXBAS-NO EXHAS-OF-N-I EXBAS-OF-N-II Group: BASE BASE BASE BASE BASE Simulation: 01-IN 24-HR 01-IN 24-HR 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR Node: 103 SM-S 90 97 98 Type: SCS SCS SCS SCS SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 Peaking Factor: 484,000 484,000 484,000 484,000 484,000 Interconnected Chamlel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. Page 3 of 13 05-14-05 Revised 07/18/05 OVERBROOR FARMS JOB.# W04.0826 JOH,# W03.0894 Spec Time Inc (min);4.787 4.787 4.000 4.760 5.773 Comp Time Inc(min): 4.787 4,787 4.000 4.760, 5.773 Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24 Rain Amount(in): 1.000 1.000 2.930 2.930 2.930 Duration(hrs): 24,000 24.000 24.000 24,000 24.000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 35.900 35.900 30.000 35.700 43.300 Time Shift(hrs): 0.000 0,000 0.000 0.000 0.000 Area(ac); 45.970 45,970 61.380 3.840 15,000 Vol Of Unit Hyd(in): 11000 1,000 11001 1,000 1,000 Curve Mum: 86.000 86,000 78.000 81.000 82.000 DCIA(°s:): 0.000 0.000 0.000 0.000 0,000 Time Max(hrs); 12.285 12,285 12.200 12,296 12,316 Flow Max(cfs): 5.362 5,362 54,001 3,544 12.931 Runoff Volume(in): 0.197 0.197 1.078 1.257 1.322 Runoff Volume(ft3): 32876.048 32876,048 240146.866 17528.065 71959.825 Name: EXHAS-OF-N-IT EXBAS-OF-IPI IT EXBAS-OF-SO-I EXBAS-OF-SO-I-T EXHAS-OF-SO-II GYoup: HASE BASE BASE BASE BASE Simulation: 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR Node: 99 99 92 96 93 Type: SCS SCS SCS SCS SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 Peaking Factor: 484,000 484.000 484,000 484.000 484.000 Spec Time Inc(min): 4.760 5,773 5.240 5,240 4.133 Comp Time Inc(min): 4.760 5,773 5.240 5,240 4.133 Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24 Rain Amount(in): 2.930 2.930' 2.930 2,930 2.930 Duration(hrs): 24,000 24.000 24,000 24.000 24,000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 35.700 43,300 39,300 39.300 31,000 Time Shift(hrs): 0.000 0,000 0.000 0.000 0,000 Area(ac): 3,840 15.000 4,020 4,020 2.160 Vol of Unit Hyd(in): 1.000 1,000 1.000 1.000 1.000 Curve NUM: 81.000 82,000 73,000 73.000 75,000 DCIA(%): 0,000 0.000 0.000 0.000 0,000 Time Max(hrs): 12.296 12,316 12,314 12.314 12,262 Flow Max(cfs): 3.544 12.931 2.071 2,071. 1.504 Runoff Volume(in): 1.257 1,322 0.812 0,812 0,914 Runoff VOlnme(ft3): 17528.065 71959.825 11856,478 11856,478 7163,854 Name: EXBAS-OF-SO-III EXHAS-OF-SO-IIT EXBAS-OF-SO-IV EXBAS-OF-SOIIIT EXBAS-OF-SO7:VT Interconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Teclwologies, Ina 05-14-05 Revised 07/18/05 OVERBROOR FARMS JOB,# w04.0826 JOB,# W03.0894 Group: BASE BASE BASE BASE BASE Simulation: 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR Node: 94 96 95 96 200 Type: SCS SCS SCS SCS SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 j Peaking Factor: 484,000 484,000 484.000 484,000 484.000 Spec Time Inc(min): 6,067 4.3.33 12 .200 6.067 12.200 Comp Time Inc(min): 6,067 4.133 12.200 6,067 12.200 ' Rain File: Scsii-24 Scsii-24 Scsii-24 SCeii-24 Scsii-24 Rain Amount(in); 2.930 2.930 2,930 2,930 2,930 Duration(hrs): 24.000 24,000 24.000 24.000 24.000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 45,500 31.000 91.500 45,500 91.500 Time Shift(hrs): 0.000 0.000 0.000 0.000 0.000 Area (ac): 9.390 2.160 4,940 9.390 4.940 Vol of Unit Hyd (in): 1,000 1.000 1,000 1.000 1,000 Curve Num: 76.000 75.000 76.000 76,000 76,000 DCIA(%); 0,000 0.000 0.000 0.000 0.000 Time Max(hrs): 12.335 12,262 12,810 12.335 12.810 Flow Max(cfs): 5.376' 1.504 1.691 5.376 1.691 Runoff Volume(in): 0.966 0.914 0.967 0.966 0,967 Runoff Volume(ft3): 32936.922 7163,854 3-7336.560 32936,922 17336.560 Name; EXBAS-SO PRBAS-DIR PRBAS-DIR-T PRBAS-NO PRBAS-NO-T Group: BASE IIASR BASE BASE BASE Simulation: 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR Node: 91 101 DIRECT 100 SM-N Type: SCS SCS SCS SCS - SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 Peaking Factor: 484.000 484.000 484.000 484.000 484.000 Spec Time Inc(min): 4.800 2,507 2,507 2.293 2,293 Comp Time Too (min): 4,800 2.507 2,507 2.293 2,293 Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24 Rain Amount(in): 2.930 2.930 2,930 2.930 2.930 Duration(hrs): 24.000 24.000 24,000 24,000 24.000 Status: Onsite Onsite Onsite onsite Onsite TC(min): 36.000 18,800 18.800 17.200 17,200 Time Shift.(hrs): 0,000 0.000 0.000 0.000 0.000 Area(ac): 22,880 9.830 9.830 17,700 17.700 Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 1,000 Curve NUM: 78.000 78,000 78,000 86.000 86.000 DCIA(U : 0.000 0.000 0.000 0.000 0.000 Time Max(hr5): 12,240 12,115 12.115 12,078 12,078 Intercomiected Channel and Poud Routing Model (ICPR) ©2002 Streamline Technologies, Inc. 05-14-05 Revised 07/18/05 _ OVERBROOK FARMS - JOBA w04.0826 SOH.# W03 .0894 Flow Max(ef s): 17.765 Runoff Volume(in): 1.078 Runoff Volume(ft3): 89517,111 Name: PRBAS-NW Group: RASE Simulation: 02-YR 24-HR Node: 102 Type: SCS Unit Hydrograph: UH484 Peaking Factor: 484.000 Spec Time Inc(min): 3.480 Comp Time Inc(min): 3.480 Rain File: Scsii-24 Rain Amount(in): 2.930 Duration(hrs): 24.000 Status: Onsite TC(min): 26.100 Time Shift(hrs): 0.000 Area(ac): 10.760 Vol of Unit Hyd(in): 1.000 Curve NUM: 86.000 DCIA(%): 0,000 Time Max(hrs): 12.180 Flow Max(cfs): 15.723 Runoff Volume(in): 1.600 Runoff Volume(ft3): 62477,154 Name: PRBAS-OF-SO-II Group: SASE Simulation: 02-YR 24-HR Node:SM-NW Type: SCS Unit- Hydrograph: UH484 Peaking Factor: 484.000 Spec Time Inc(min): 4..133 Comp Time Inc(min): 4,133 Rain File: Scsii-24 Rain Amount(in): 2.930 Duration(hrs): 24.000 Status: Onsite TC(min): 31,000 11.273 11.273 32.369 32.369 1.077 1,077 1,600 1.600 38447,511 38447.511 102788.884 102788.884 PRBAS-NW-T PRBAS-OF-N-I PRHAS-OF-N-II PRBAS-OF-SO-I BASE BASE BASE BASE 02-YR 24-HR 02-YR 24-HR- 02-YR 24-HR 02-YR 24-HR SM-NW SM-N SM-N SM-NW scS SCS SCS SCS UH484 UH484 UH484 UH484 984,000 484,000 484,000 484.000 3 .480 4,760 5,773 5.240 3 .480 4,760 5,773 5,240 Scsii-24 Scsii-24 Scsii-24 Scsii-24 2.930 2.930 2,930 2.930 24.000 24.000 24.000 24.000 Onsite Onsite Onsite Onsite 26.100 35.700 43.300 39.300 0. 000 0,000 0.000 0,000 10.760 3.840 15.000 4.020 1.000 1.000 1.000 1,000 86.000 81,000 82,000 73,000 0 .000 0.000 0.000 0,000 12.180 12,296 12,316 12,314 15.723 3.544 12,931 2.071 1.600 1.257 1.322 0.812 62477,154 17528.065 71959,825 11856.478 PRBAS-OF-SO-III PRBAS-SO PRHA5-SO-T EXBAS-NO BASE HASE BASE BASE 02-YR 24-HR 02-YR 24-HR 02-YR 24-HR 10-YR 24-HR SM-S 103 SM-S 90 SCS SCS SCS SCS UtI484 UH484 UH484 OH484 484.000 484.000 484.000 484,000 6.067 4.787 4,787 4,000 6.067 4.787 4.787 4.000 Scsii-24 Scsii-24 Scsii-24 Scsii-24 2 .930 2.930 2.930 4,180 24.000 24.000 24,000 24.000 Onsite Onsite Onsite Onsite 45.500 35.900 35,900 30,000 Intercomlecfed Clnmlel and Pond Routing Model (ICPR) ©2002 Sheamline Technologies, Inc. ge6of13 05-14-05 Revised 07/18/05 OVER13ROOK FARMS JOB.# W04.0826 :70B,N W03,0894 'Time Shift(hra): 0.000 0.000 0.000 0.000 0,000 Area (so) 2.160 9.390 45.970 45.,970 61,380 Vol of Unit Hyd(in): 1,000 1.000 1,000 1.000 1.001 Curve Num: 75,000 76.000 86,000 86.000 78,000 DCIA M : 0.000 0.000 0.000 0.000 0.000 Time Max(hrs): 12.262 12,335 12,285 12,285 12.200 Flow Max(ef s): 1.504 5,376 54,709 54.709 104,873 Runoff Volume(in): 0.914 0.966 1.599 1,599 Runoff Volume (f C3): 7163 .854 32936,922 266849.805 266849.805 2.029 452002,663 Name: EXBAS-OF-N-I EXBAS-OF-N-II EXBAS-OF-N-IT EXBAS-OF-NIIT EXHAS-OF-SO-I Group: BASE BASE BASE BASE BASE Simulation: 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR Node: 97 98 99 99 92 Type: SCS SCS SCS - SC - S SCS Unit Ilydrograph: UH484 UH484 UH484 UH484 UH484 � Peaking Factor: 484.000 484.000 484.000 484.000 484.000 Spec Time Inc(min): 4.760 5.773 4.760 5,773 5.240 Comp Time Ine(min): 4.760 5,773 4.760 5.773 5,240 Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24 Rain Amount(in): 4.180 4,180 4.180 4.180 9,180 Duration (ktYs): 24.000 24.000 24.000 24,000 24.000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 35,700 43.300 35.700. 43,300 39.300 Time Shift(hrs): 0,000 01000 0.000 0.000 0.000 Area(ac): 3.840 15.000 3.840 15.000 4. 020 Vol of Unit Hyd(in); 1.000 1.000 1.000 11000 Curve Num:. 81.000 82.000 81.000 82.000 1.000 73.000 DCIA(%): 0.000 0.000 0,000 01000 0.000 Time Max(hra): 12,217 12,316 12.217 12.316 12,314 Flow Max(cfs): 6.499 23.441 6,499 23,441 4.556 Runoff. Volume(in): 2.269 2.353 2.269 - 2.353 1.654 Runoff Volume(ft3): 31633,595 128132,878 31633.595 128132,878 24134.253 Name: EXBAS-OF-SO-I-T EXBAS-OF-SO-II EXBAS-OF-SO-III EXHAS-OF-SO-IIT EXBAS-OF-SO-IV Group: BASE BASE BASE BASE BASE Simulation: 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR Node: 96 93 94 96 95 Type: SCS SCS SCS SCS SCS Unit HydrogYaph: UH484 UH484 UH484 UH484 UH484 Peaking Factor:'484,000 484.000 484.000 484,000 484.000 Spec Time Inc(min): 5.240 4.133 6,067 4,133 12,200 Iutercmnnected Chamiel and Pond Routing Model (ICPR) ©2002 Streakuline Technologies, Lnc. Pa�a Ili of 13 05-14-05 Revised 07/18/05 OVERBROOK FARMS JOB.$ w04.0826 JOB.# W03,0894 Comp Time: Ina(min): 5,240 4.133 6.067 4,133 12.200 Rain File: SC91i-24 Scsii-24 SCsii-24 SCsii-24 SCsii-24 Rain Amount(in): 4.180 4.180 4.180 4.180 4,180 Duration(tirs): 24.000 24.000 24.000 24,000 24,000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 39.300 31,000 45,500 31,000 91,500 Time Shift(hrs): 0.000 0.000 0.000 0.000 0.000 Area(ac): 4,020 2.160 9.390 2,160 4,940 Vol of Unit Hyd(in): 1.000 1,000 1,000 1.000 1.000 Curve Num: 73,000 75.000 76.000 75,000 76,000' DCIA($): 0,000 0.000 0,000 0.000 0.000 Time Max(hrs) 12.314 12,193 12,335 12.193 12.810 Flow Max (Cf s): 4.556 3,142 11.068 3.142 3.506 Runoff Volume(in): 1,654 1,800 1,874 1.800 1.875 Runoff Volume(ft3): 24134.253 14111,329 63877.422 14111.329 33619.938 Name: EXBAS-OF-SOIIIT EXBAS-OF-SOIVT EXBAS-SO PRBAS-DIR PRBAS-DIR-T Group: BASE BASE BASE BASE BASE Simulation: 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR'i Node: 96 200 91 101 DIRECT Type: SCS SCS SCS SCS SCS Unit Hydrograph: UH484 UH484 UH484 UH984 UH484 Peaking Factor: 484.000 484,000 484.000 484,000 484,000 Spec Time Inc(min): 6.067 12.200 4.800 2.507 2.507 Comp Time Inc(min): 6,067 12.200 4,800 2,507 2,507 Rain File: SCsii-24 SCsii-24 SCsii-24 SCsii-24 SCsii-24 Rain AMOUnt(in): 4,180 4.160 4.180 4.160 4.180 DUrdtion(hrs): 24.000 24,000 24.000 24.000 24.000 Status: Onsite Onsite Onsite Onsite Onsite,,� TC(min): 45.500 91.500 36,000 18.800 18.800 Time Shift(hrs): 0.000 0,000 0.000 0.000 0,000 Area(ac): 9.390 4.940 22.880 9,830 9,830 Vol of Unit Hyd(in): 1,000 1.000 1,000 1,000 1,000 Curve. Num: 76.000 76.000 78.000 78,000 78,000 DCIA(%): 0.000 0,000 01000 0.000 , 0.000 Time Max(hrs): 12.335 12.810 12.240 12,073 12.073 Flow Max(cfs): 11.068 3.506 34,776 21,511 21.513. Runoff Volume(in): 1.874 1.875 2.029 2,028 2.028 Runoff VO.luMe(ft3): 63877.422 33619,938 168488.448 72368.563 72368.563 Name: PRBAS-NO PRBAS-NO-T PRBAS-NW PRBAS-NW-T PRBAS-OF-N-]: Group: BASE BASE BASE BASE BASE L3tercom�ecfed Chamlel and Poud Rontiug Niodel (ICPR) ©2002 Streamline Technologies, Iuo, Page 8 of 13 05-14-05 Revised 07/18/05 OVERBROOK FARMS JOB,il w04.0826 .70B.# W03.0894 Simulation: 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR Node: 100 SM-N 102 SM-NW SM-N Type; SCS SCS SCS SCS -' SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 Peaking Factor: 484.000 484.000 484.000 484.000 484.000 Spec Time Inc(min): 2,293 2.293 3-,480 3,480 4,760 Comp Time Inc(min): 2.293 2,293 3.480 3.480 4,760 Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24 Rain Amount(in): 4,180 4.180 4.180 4,180 4.180 Duration(hrs): 24.000 24,000 24,000 24,000 24,000 Status; Onsite Onsite Onsite Onsite Onsite TC(min); 17.200 17.200 26,100 26.100 35,700 Time Shift(hrs): 0.000 0.000 0.000 0.000 0.000 Area(ac): 17.700 17,700 10.760 10.760 3.840 Vol of Unit Hyd(in); 1.000 1.000 1.000 1.000 1.000 Curve Num: 86.000 86.000 86.000 86,000 81,000 DCIA(o): 0.000 0.000 0.000 0.000 0,000 Time Max(hrs): 12,078 12.078 12,180 12,180 12.217 Flow Max(cfs): 54.083 54.083 26.351 A 26.351 6.499 Runoff. Volume(in): 2,705 2.705 2,705 2.705 2.269 Runoff Volume(ft3): 173810.451 173810.451 105647,002 105647.002 31633.595 Name: PRBAS-OF-N-II PRBAS-OF-SO-I PRBAS-OF-SO-II PRBAS-OF-SO-III. PRHAS-50 Group: BASE IIASE HASE BASE BASE Simulation: 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR 10-YR 24-HR Node: SM-N SM-NW SM-NW SM-S 103 Type: SCS SCS SCS SCS SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 Peaking Factor: 484.000 484,000 484.000 484.000 484,000 Spec Time Inc(min): 5,773 5.240 f 4.133 6,067 4.787 Comp Time Inc(min): 5,773 5,240 4.133 6,067 4.787 Rain File: Scsii-24 Scsii-24 Scsii-24 Scsii-24 Scsii-24 Rain Amount(in): 4.180 4.180 4,180 4,180 4.180 Duration(hre): 24.000 24.000 24.000 24,000 24,000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 43.300 39,300 31.000 45.500 35.900 Time Shift(hrs): 0.000 0,000 0.000 0.000 0.000 Area(ac): 15.000 4,020 2.160 9.390 45.970 Vol of Unit Hyd(in): 1,000 1,000 1,000 1.000 1,000 Curve Num: 82.000 73,000 75.000 76,000 86,000 DCIA M : 0.000 0.000 0,000 0.000 0.000 Time Max(hre): 12.316 12.314 12,193 12.335 12.285 Flow Max(cfs): 23,441 4.556 3,142 11.068 92,013 hitercouuected Chancel and Pond Routing Model (ICPR) ©2002 Streamline Teclulologies, Inc. 05-14-05 Revised 07/18/05 OVERBROOR FARMS JOB.# W04.0826 JOB.Q W03.0694 a 4 Runoff Volume (in): 2.353 1.654 1.800 1.874 2.704 Runoff Volume(ft3): 128132,878 24134,253 14111.329 63877,422 451246.818 Name: PRBAS-SO-T EXBAS-NO EXBAS-OF-N-I EXBAS-OF-N-II EXBAS-OF-N-IT Group: BASE BASE BASE BASE BASE Simulation: 10-YR 24-HR 100-YR 24-HR 100-YR 24-HR 100-YR 24-HR 100-YR 24-HR Node; SM-S 90 97 98 99 Type: SCS SCS SCS SCS SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 Peaking Factor: 484.000 484.000 484.000 484.000 484.000 Spec Time Ine(min): 4.787 4.000 4.760 5.773 4.760 Comp Time Inc(min): 4.787 4.000 4.760 5.773 4.760 Rain File: Scsii.-24 Scsii-24 Scsii-24 Sesii-24 Sesii-24 Rain Amount(in): 4.180 6.200 6.200 6.200 6.200 Duration (hrs); 24.000 24.000 24.000 24.000 24.000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 35.900 30.000 35.700 43.300 35.700 '! Time Shift(hrs): 0.000 0.000 0.000 0.000 0.000 Area (ac): 45.970 61.380 3.840 15.000 3.840 Vol of Unit Hyd(in): 1.000 1.001 1.000 1.000 1.000 Curve Num: 86.000 78.000 81.000 82.000 81.000 DCIA(%): 0.000 0.000 0.000 0.000 0.000 Time Max(hrs): 12.285 12.200 12.21.7 12.316 12.217 Flow Max (ef s): 92.013 194.586 11.652 91.394 11. 652 Runoff Volume (in) 2.704 3.751 4.059 4.164 059 . Runoff Volume(ft3): 451246,818 835782.065 56580.041 226729.144 405956S80041 Name: EXBAS-OF-NIIT EXBAS-OF-SO-I EXBAS-OF-SO-I-T EXBAS-OF-SO-II EXBAS-OF-SO-III',I Group: BASE BASE BASE BASE BASE Simulation: 100-YR 24-HR 100-YR 24-HR 100-YR 24-HR '100-YR 24-HR 100-YR 24-HR Node: 99 92 96 93 94 Type: SCS SCS SCS Unit Hydrograph: UH484 UH484 UH484 UH484 UH484 Peaking Factor: 484.000 484.000 484.000 484.000 484.000 Spec Time Ine(min): 5.773 5.240 5.240 4.133 6.067 Comp Time Inc(min): 5.773 5.240 5.240 4.133 6.067 Rain File: Scsii-24 Scsii-24 Scsii-29 Scsii-24 Scsii-29 Rain Amount(in): 6.200 6.200 6.200 6.200 6.200 ➢uration(hrs): 24.000 24.000 24,000 24.000 24.000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 43.300 39.300 39.300 31. 000 45.500 Time Shift(hrs): 0.000 0.000 0.000 0.000 0.000 I I � Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Page 10 of 13 os-l4-os Revised 07/18/OS OVERBROOIC FARMS J'OB.j( w04.0826 JOH.{j W03,0894 Area (ac): 15.000 4.020 4.020 2.160 9.390 Vol of Unit Hyd(in): 1.000 1.000 1.000 1.000 Curve Num; 82.000 73.000 73.000 75.000 1.000 76.000 DCIA($): 0.000 0. 000 0.000 0.000 0.000 Time Max (hrs) 12.316 12.314 12 .314 12.193 12 Flow Max (c f'a): 41.394 9. 175 9.175 6. 136 .335 Runoff Volume (in): 4.164 3.248 3.248 21,378 Runoff Volume (f t3): 226729. 144 47394.659 47394.654 3.447 27029.879 3.547 120899.215 '. Name; EXBAS-OF-SO-IIT EXBAS-OF-SO-IV Group: BASE BASE Simulation: 100-YR 24-HR S00-YR 29-HR Node: 96 95 Type: SCS SCS Unit Hydrograph: UH484 UH484 Peaking Factor: 484.000 484.000 Spec Time Inc (min): 4.7.33 12 .200 Comp Time Inc (mi n): 4.133 12.200 Rain Fi 1e: Scsii-29 Scsii-24 Rain Amount (in): 6.200 � 6.200 Duration(hrs): 24.000 24.000 Status: Onsite Onsite TC (min): 31.000 91,500 Time Shift(hrs): 0.000 0.000 Area (ao): 2.160 9,940 Vol of Unit Hyd (in): 1.000 1.000 Curve Num; 75.000 76.000 DCIA($): 0.000 0.000 Time Max(hrs): 12. 193 12.810 Flow Max(cf s): 6.136 6.814 Runoff Volume (in): 3.447 3.548 Runoff Volume (f C3): 27029,679 63628. 181 Name: PRBAS-DiR PRHAS-DIR-T Group: BASE HASE Simulation: 100-YR 24-HR 100-YR 24-HR Node: 101 DIRECT Type; SCS SCS Uni L- Hydrograph: UH464 UH484 Peaking Factor: 484.000 464.000 Spec Time InG(min): 2.507 2.507 Comp Time Inc (min); 2.507 2,507 EXBAS'-OF-SOIIIT EXBAS-OF-SOIVT BASE SASE 100-YR 24 -IIR 100-YR 24 -I{R 96 200 SCS SCS UH484 OEi464 484.000 4II4.000 6.067 12.200 6.067 12 .200 Scsii-29 Scsii-24 6.200 6.200 24.000 24,000 onsi to Onsite 45.500 91.500 0.000 0.000 9 .390 4.940 1.000 1,000 76.000 76. 000 o.000 o.000 12 .335 12 .810 21.378 6.814 3 .547 3.548 120699.215 63628.181 PRHAS-NO PRBAS-NO-T BASE BASE S00-YR 24-HR 100-YR 24-HR 100 SM-N SCS SCS UH484 UH484 484.000 984.000 2.293 2.293 2 .293 2.293 L1Gefconnected Chumel and Pond Roufing Model (ICPR) ©2002 Streamline Technologies, Ino. EXIIAS-SO BASE 100-YR 24-FIR 91 SCS Ut[984 484.000 4 .800 4 .800 Scsii-24 6 .200 24.000 Onsi to 36.000 0,000 22.880 1 .000 78.000 o.000 12 .240 64 .900 3 .751 311546.003 PRHAS-NW BASE 100-YR 24-HR 102 SCS UH484 484.000 3 .480 3 .480 11 of 13 I 05-14-05 Revised 07/18/05 OVERBROOK FARMS J013,4 W04,0826 JOB.}{ W03.0894 Rain Pile: Scsii-24 Scsii-24 Sesii-29 Sesii-24 Sesii-24 Rain Amount(in): 6.200 6.200 6.200 6.200 6.200 Duration(hrs): 24.000 24,000 24.000 24.000 24.000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 18.800 18.800 17.200 17,200 26.100 Time Shift(hrs): 0.000 0,000 0,000 0.000 01000 - Area(ac): 9.830 9.830 17,700 17,700 10.760 Vol of Unit Hyd(in): 1.000 1,000 1.000 1.000 1.000 Curve NUM: 78.000 78.000 86.000 86.000 86.000 DCIA M : 0.000 0.000 0.000 0.000 0.000 Time Max(hrs): 12.073 12,073 12,078 12,078 12,122 Flow Max(cfs): 39,837 39,837 89,700 89,700 43.903 Runoff Volume(in): 3.750 3.750 4.592 4.592 4.591 Runoff Volume(f t3) 133818.404 133818,404 295034,231 295034.231. 179332,379 Name: PRBAS-NW-T PRBAS-OF-N-I PRBAS-OF-N-II PRBAS-OF-SO-I PRBAS-OF-SO-II Group: BASE BASE BASE BASE BASE Simulation: 100-YR 24-HR 100-YR 24-HR 100-YR 24-HR 100-YR 24-HR 100-YR 24-HR Node: SM-NW SM-N SM-N SM-NW SM-NW Type: SCS SCS SCS SCS SCS Unit Hydrograph: UR484 UH484 UH484 UH484 UH484 Peaking Factor: 484,000 484.000 484.000 484.000 484,000 Spec Time Inc(min): 3.480 4,760 5,773 5,240 4,133 Comp Time Inc(min): 3.480 4.760 5.773 5.240 4.133 Rain File: Scsii-24 Scsii-24 Scsii-24 Sceii-24 Scsii-24 Rain Amount(in): 6,200 6,200 6.200 6,200 6.200 Duration(hrs): 24.000 24.000 24.000 24.000 24.000 Status: Onsite Onsite Onsite Onsite Onsite TC(min): 26.100 35.700 43.300 39,300 31,000 Time Shift(hrs): 0.000 0.000 0.000 0.000 0,000 Area(ac): 10.760 3.840 15,000 4.020 2,160 Vol of Unit Hyd(in): 1.000 1,000 1.000 1,000 1.000 Curve Num: 86.000 81.000 82.000 73,000 75.000 DCIA(o): 0.000 0,000 0.000 0,000 0.000 Time Max(hrs): 12.122 12.217 12,316 12,314 12,193 Flow Max(cfs): 43.903 11.652 41.394 9.175 6.136 Runoff Volume(.i.n): 4,591 4,059 4,164 3,248 3,447 Runoff Volume(ft3): 179332.379 56580.041 226729.144 47394.654 27029,879 Name: PRBAS-OF-SO-III PRBAS-SO PRBAS-SO-T Group: BASE BASE BASE Simulation; 100-YR 29-HR 100-YR 24-HR 100-YR 24-HR Luercmmected Channel and Pond Routing Model (ICPR) ©2002 Sh'eamline'I'echnologies,Inc. Paee 12' oP 13 05-14-OS Revised 07/18/05 OVERBROOK FARMS JOB.# w04,0826 - JOB.# W03.0894� Node: SM-S 103 SM-S Type: SCS SCS SCS Unit Hydrograph: UH484 UFI484 UH489 Peaking Factor. 484,000 - 484,000 484,000 Spec Time Inc(min): 6.067 4,787 4,787 Comp Time Inc(min): 6.067 4,787 4.787 Rain File: SCeii-24 Sesii-24 Scsii-24 Rain Amount(in): 6,200 6.200 6.200 Duration(hrs): 24,000 24.000 24.000 Status: Onsite Onsite Onsite TC(min): 45,500 35,900 35.900 Time Shift(hrs): 0.000 0.000 0,000 Area(ac): 9.390 45,970 45.970 Vol of Unit Hyd(in); 1.000 1,000 1,000 -. Curve Num: 76,000 86.000 1 86.000 DCIA(^), 0.000 0.000 0.000 Time Max(hrs): 12,335 12,206 12.206 - Flow Max(cfs): 21,378 154.154 154.154 Runoff Volume(in): 3.547 4.590 4,590 Runoff Volume(ft3): 120899,215 765993.033 765993,033 I Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. - Page �' 13 of 13 05-14-05 Revised 07/18/05 OVERBROOR FARMS JOBA w04.0826 JOB.# W03.0894 Simulation Hasin 01-IN 24-HR EXBAS-NO 02-YR 24-HR EXBAS-NO 10-YR 24-HR EXBAS-NO 100-YR 24-HR EXBAS-NO 01-IN 24-HR EXBAS-OF-N-I 02-YR 24-HR EXBAS-OF-N-I 10-YR �24-HR EXBAS-OF-N-I 100-YR 24-HR EXBAS-OF-N-I 01-IN 24-HR EXBAS-OF-N-II 02-YR 24-HR EXBAS-OF-N-II 10-YR 24-HR EXBAS-OF-N-II 100-YR 24-HR EXBAS-OF-N-II 01-IN 24-HR EXBAS-OF-N-IT 02-YR 24-HR EXBAS-OF-N-IT 10-YR 24-HR EXBAS-OF-N-IT 100-YR 24-HR EXBAS-OF-N-IT O1-IN 24-HR EXBAS-OF-NIIT 02-YR 24-HR EXBAS-OF-NIIT 10-YR 24-HR EXBAS-OP-NIIT 100-YR 24-HR EXBAS-OF-NIIT 01-IN 24-HR EXBAS-OF-SO-I 02-YR 24-HR EXBAS-OF-SO-I 10-YR 24-HR EXBAS-OF-SO-I 100-YR 24-HR EXBAS-OF-SO-I 01-IN 24-HREXBAS-OF-SO-I-T 02-YR 24-HREXBAS-OF-SO-I-T 10-YR 24-HREXBAS-OF-SO-I-T 100-YR 24-HREXBAS-OF-90-I-T 01-IN 24-HR EXBAS-OF-SO-II 02-YR 24-HR EXBAS-OF-SO-II 10-YR 24-HR EXBAS-OF-SO-II 100-YR 24-HR EXBAS-OF-SO-II 01-IN 24-HREXBAS-OF-SO-III 02-YR 24-HREXBAS-OF-SO-III 3.0-YR 24-HREXBAS-OF-80-III I Group Time Max Flow Max Volume Volume hrs cis in ft3 BASE 12,400 0.866 BASE 12.200 54.001 BASE 12,200 104.873 BASE 12.200 194,586 SASE 12.376 0,144 BASE 12,296 3.544 BASE 12.217 6.499 RASE 12,217 11,652 BASE 12,509 0,653 BASE 12.316 12,931 BASE 12.316 23.441 BASE 12,316 41,394 BASE 12.376 0.144 BASE 12,296 3,544 SASE 12.217 6.499 BASE 12,217 11,652 BASF. 12.509 0,653 BASE 12.316 12.931 BASE 12,316 23.441 BASE 12,316 41.394 BASE 16.680 0,007 BASE 12.314 2,071 HASE 12.314 4.556 BASE 12,314 9,175 BASE 16,680 0,007 HASE 12,314 2.071 BASE 12,314 4,556 BASE 12.314 9.175 HASE 13.364 0.009 BASE 12,262 1.504 BASE 12.193 3.142 BASE 12,193 6,136 SASE 13,245 0,054 SASE 12,335 5.376 BASE 12,335 11,068 0.058 12983,038 1 .078240146,866 2 .029452002,663 3 .751835782.065 0.098 1362.189 1 .257 17528,065 2.269 31633.595 4.059 56580,041 0.114 6202,053 1 .322 71959.825 2 .353128132.878 4 .164226729,144 0.098 1362.189 1.257 3.7528,065 2 .269 31633.595 4 .059 56580,041 0.114 6202.053 1 .322 71959,825 2 .353128132,878 4 .164226729.144 0.017 248.269 0.812 11856,478 1. 654 24134.253 3 .248 47394,654 0.017 248.269 0.812 11856.478 1.654 24134.253 3 .248 47394,654 0. 030 236."976 0.914 7163.B54 1 .800 14111,329 3 .947 27029.879 0 .038 1308,182 0.966 32936.922 1.874 63877.422 Infercounected Chamlel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Hic. Page 1 of 4 05-14-05 Revised 07/18/05 OVERBROOR FARMS JOBA W04,0826 JOB,tt W03,0894 Simulation Basin 100-YR 29-HREXBAS-OF-SO-III O1-IN 24-HREXBAS-OF-SO-IIT 02-YR 24-HREXBAS-OF-SO-IIT 10-YR 24-HREXBAS-OF-SO-IIT 100-YR 24-HREXBAS-OF-SO-IIT 01-IN 24-HR EXBAS-OF-SO-IV 02-YR 24-HR EXBAS-OF-SO-IV 10-YR 24-FIR EXBAS-OF-SO-IV 100-YR 24-HR EXBAS-OF-SO-IV 01-IN 24-HREXBAS-OF-SOIIIT 02-YR 24-HREXBAS-OF-SOIIIT 1.0-YR 24-HREXBAS-OF-SOIIIT 100-YR 24-IIREXBAS-OF-SOIIIT 01-IN 24-HR EXBAS-OF-SOIVT 02-YR 24-HR EXBAS-OF-SOIVT 10-YR 24-HR EXBAS-OF-SOIVT 100-YR 24-HR EXBAS-OF-SOIVT 01-IN 24-HR EXBAS-SO 02-YR 24-HR EXBAS-SO 10-YR 24-HR EXBAS-SO 100-YR 24-HR EXBAS-SO 01-IN 24-HR PRBAS-DIR 02-YR 24-HR PRBAS-DIR 10-YR 24-IIR PRBAS-DIR 100-YR 24-HR PRBAS-DIR 01-IN 24-HR PRBAS-DIR-T 02-YR 24-HR PRBAS-DIR-T 10-YR 24-HR PRHAS-DIR-T 100-YR 24-HR PRBAS-DIR-T 01-IN 24-HR PRBAS-NO 02-YR 24-HR PRBAS-NO 10-YR 24-HR PRBAS-NO 100-YR 24-HR PRBAS-NO 01-IN 24-HR PRBAS-NO-T Group Time Max Flow Max Volume Volume hro. efs in ft3 SASE 12.335 21,378 3,547120899,215 BASE 13,364 0,009 0,030 236,976 BASE 12.262 1.504 0.914 7163.854 BASE 12,193 3,142 1,800 14111,329 BASE 12,193 6,136 3.447 27029,879 IIABE 14.030 0,025 0,038 689,110 BASE 12.B10 1.691 0,967 17336.560 HASE 12.810 3.506 1,875 33619,938 HASE 12.810 6.814 3.548 63628.181 SASE 13.245 0.054 0.038 1308.182 BASE 12.335 5,376 0,966 32936,922 BASE 12.335 11.068 _ 1.874 63877.422 BASE 12.335 21.378 3.547120899.215 SASE 14,030 0,025 0,038 689.110 BASE 12.810 1.691 0.967 17336.560 BASE 12,810 3,506 1,875 33619,938 BASE 12,810 6,814 3,548 63628.181' BASE 12,480 0,298 0,058 4839,555 HASE 12.240 17.765 1.078 89517,111 BASE 12,240 34,776 2,029168488,448 BASE 12,240 64.900 3.751311546.003 BASE 12,241 0,170 0,058 2077.782 BASE 12,115 11,273 1,077 38447,511 BASE 12,073 21,511 2.028 72368.563 BASE 12.073 39,837 3.750133818.404 BASE 12.241 0.170 0.058 2077.782 BASE 12.115 11,273 1.077 38447.511 BASE 12.073 21,511 2,028 72368,563 BASE 12.073 39.837 3.750133818.404 SASE 12.116 3.394 0.197 12666.940 BASE 12,078 32,369 1,600102788,884 BASE 12.078 54.083 2.705173810,451 BASE 12,078 B9,700 4.592295034,231 BASE 12,116 3.394 0,197 12666,940 Interconnected Cllauuel and Pond Routuig Model (ICPR) ©2002 Streaulline Tecluiologies, Inc. III 05-14-OS Revised 07/18/05 OVERBROOR FARMS JOB.# w04.0826 JOA.# W03.0894 Simulation Basin Group Time Max Plow Max Volume Volume hrs cfs in ft3 02-YR 24-HR PRBAS-NO-T BASE 12,078 32,369 1,600102788,884 10-YR 24-HR PRBAS-NO-T BASE 12.078 54,083 2.705173810.451 100-YR 24-HR PRBAS-NO-T BASE 12,078 89.700 4,592295034,231 01-IN 24-HR PRBAS-NW BASE 12.180 1,578 0,197 7698,513 02-YR 24-HR PRBAS-NW BASE 12.180 15.723 1.600 62477.154 10-YR 24-HR PRBAS-NW BASE 12.180 26.351 2,705105647.002 100-YR 24-HR PRBAS-NW BASE 12,122 43.903 4.591179332,379 01-IN 24-HR PRBAS-NW-T BASE 12,180 1.578 0.197 7698.513 02-YR 24-HR PRBAS-NW-T BASE 12,180 15,723 1,600 62477,154 10-YR 24-HR PRBAS-NW-T BASE 12.180 26.351 2.705105647.002 100-YR 24-HR PRBAS-NW-T BASE 12,122 43.903 4,591179332,379 01-IN 24-HR PRBAS-OF-N-I BASE 12,376 0.144 0,098 1362,189 02-YR 24-HR PRBAS-OF-N-I BASE 12.296 3,544 1.257 17528.065 10-YR 24-HR PRBAS-OF-N-I BASE 12,217 6,499 2,269 31633,595 100-YR 24-HR PRBAS-OF-N-I BASE 12,217 11.652 4,059 56580,041 01-IN 24-HR PRBAS-OF-N-II BASE 12,509 0.653 0,114 6202,053 02-YR 24-IR PRBAS-OF-N-II .BASE 12,316 12,931 1,322 71959,825 10-YR 24-FIR PRBAS-OF-N-II BASE 12,316 23.441 2,353128132.878 100-YR 24-HR PRBAS-OF-N-II BASE 12.316 41,394 4,164226729,144 01-IN 24-HR PRBAS-OF-SO-I BASE 16,680 0,007 0,017 248,269 02-YR 24-HR PRBAS-OF-SO-I BASE 12,314 2,071 0.812 11856,478 10-YR 24-HR PRBAS-OF-SO-I BASE 12.314 4,556 1,654 24134.253 100-YR 24-HR PRBAS-OF-SO-I BASE 12,314 9.175 3.248 47394.654 01-IN 24-HR PRBAS-OF-SO-II BASE 13.364 0,009 0.030 236,976 02-YR 24-HR PRBAS-OF-SO-II BASE 12.262 1,504 0,914 7163,854 10-YR 24-HR PRBAS-OF-SO-II BASE 12.193 3,142 1.800 14111.329 100-YR 24-HR PRBAS-OF-SO-II BASE 12.193 6,136 3.447 27029,879 01-IN 24-HRPRBAS-OF-SO-III BASE 13.245 0,054 0.038 1308,182 02-YR 24-HRPR13AS-OF-SO-III BASE 12.335 5.376 0,966 32936.922 10-YR 24-HRPRBAS-OF-SO-III BASE 12,335 11,068 1,874 63877.422 100-YR 24-HRPR13AS-OF-SO-III BASE 12.335 21.378 3,547120899.215 01-IN 24-HR PRBAS-SO BASE 12.285 5.362 0.197 32876,048 02-YR 24-HR PRBAS-SO BASE 12.285 54,709 1.599266849,805 10-YR 24-HR PRBAS-SO BASE 12.285 92,013 2.704451246,818 ].00-YR 24-HR PRBAS-SO BASE 12,206 154*154 4,590765993,033 Interconnected C6amiel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. II i I 05-14-05 Revised 07/18/05 OVERBROOK FARMS JOB.# w04.0826 i JOB.ik W03,0894 Simulation Basin Group Time Max Flow Max Volume Volume hrs cfs in ft3 01-IN 24-HR PRBAS-SO-T BASE 12.285 5.362 0.197 32876.048 '.. 02-YR 24-HR PRBAS-SO-T BASE 12.285 54,709 1.599266849.805 10-YR 24-HR PRBAS-SO-T BASE 12.285 92,013 2,704451246.818 100-YR 24-HR PRBAS-SO-T BASE 12.206 154.154 4.590765993.033 i. I 1; i I 1 i luterconnected Channel and Pond Routing Model (ICPR) ©2002 Streamline Technologies, Inc. _ Page 4 of 4 i � a 05-14-05, Revised 07/18/05 OVERBROOIC FARMS JOB.# w04.0826 JOB.!{ W03.0894 Max Time Max Warning Max Delta Max Surf Max Time Max Max Time Name Group Simulation Stage Stage Stage Stage Area Inflow Inflow Outflow hrs it ft It ft2 hrs efs hrs 100 BASE 01-IN 24-HR 0,000 100.000 999,000 - 0.000 0.000 12,004 2.275 0.000 100 BASE .02-YR 24-HR 10.000 100.000 999,000 0.000 0.000 12.004 27,480 0.000 100 BASE 10-YR 24-HR 0.000 100,000 999.000 0,000 0.000 12,004 46.885 0.000 100 BASE 100-YR 24-HR 0.000 100.000 999,000 0.000 0,000 12,004 79,010 01000 101 BASE 01-IN 24-HR 0.000 100,000 999.000 01000 0.000 12.254 0,168 0,000 101 BASE 02-YR 24-HR 0,000 100.000 999,000 0.000 0,000 12,004 8,672 0.000 101 BASE 10-YR 24-HR 0.000 100,000 999.000 0.000 0,000 12.004 17,457 0,000 101 BASE 100-YR 24-HR 01000 100,000 999.000 0,000 0,000 12,004 33.187 0.000 102 BASE 01-IN 24-HR 0,000 100.000 999.000 0,000 0,000 12,254 1.514 0.000 102 BASE 02-YR 24-HR 0,000 100.000 999,000 0.000 0.000 12,246 14,073 0.000 102 BASE 10-YR 24-HR 0.000 100,000 999.000 0.000 0.000 12.246 23,408 0.000 102 BASE 100-YR 24-HR 0.000 100,000 999.000 0,000 0.000 12,250 38,801 0.000 103 BASE 01-IN 24-.HR 0,000 100.000 999.000 0.000 0.000 12.254 5.110 0.000 103 BASE 02-YR 24-HR 0.000 100.000 999,000 01000 0,000 12,254 54,131 0.000 103 BASE 10-YR 24-HR 0.000 100,000 999.000 01000 0.000 12,254 91,414 0.000 103 BASE 100-YR 24-HR 0.000 '100,000 999.000 0.000 01000 12,250 153.689 0,000 Interconnected Channel and Pond Routing Model (ICPR) 02002 Streamline Technologies, Inc. Max Outflow': 0 0 0 0.000", 0.000 � 0.000' 0.000, 0.000:; O, OOO. 0.000:-' 0.000 0.000 0.000 ' 0.000-i 0.000;� 0.000 0.000' .000tj 0.000' 0.000 0.000,' 0.000` 0.000 + 0.000 0.000-: 0.000:' 0.000 ; 0.000 O. OOO: j 0.000 O.000 l 05-14-05 Revised 07/18/05 OVERBROOIC FARMS _ JOB.# w04,0826 JOB.$ W03.0694 Name Max Time Group Simulation Stage hrs Max WaYning Max Delta Max Surf Max Time Max Max Time Stage Stage Stage Area Inflow Inflow Outflow It ft It ft2 hrs cfs hrs 96 BASE 10-YR 24-HR 0.000 100,000 999.000 0.000 0.000 12.254 17.716 0.000 0.000,1, 96 BASE 100-YR 24-HR 0.000 100.000 999,000 0.000 0.000 1.2,250 35.052 0.000 ,0.000'1 97 BASE 01-IN 24-HR 0.000 100,000 999.000 0.000 0.000 12.496 0.135 0.000 0.000:i 97 BASE 02-YR 24-HR 0.000 100,000 999.000 0.000 0.000 12.254 3.509 0.000 0.000':'i 97 BASE 10-YR 24-HR 0.000 100,000 999.000 0.000 0.000 12.254 6.455 0.000 0.000'= 97 BASE 100-YR 24-HR 0.000 100.000 999,000 0.000 0.000 12,250 11.575 0.000 0.000 ' 98 BASE 01-IN 24-HR 0.000 100.000 999.000 0.000 0.000 12.504 0,650 0.000 0.000: ''.. 98 BASE 02-YR 24-HR 0.000 100,000 999.000 0.000 0.000 12.254 12.173 0.000 0,000: '. 98 BASE 10-YR 24-HR 0.000 100.000 999,000 0.000 0.000 12.254 22.302 0.000 0.000,'��, 98 BASE 100-YR 24-HR 0.000 100,000 999.000 0.000 0.000 12.250 39.743 0.000 0.000ii'.. 99 BASE 01-IN 24-HR 0.000 100.000 999.000 0,000 0.000 12.504 0.784 0.000 0.00011 99 BASE 02-YR 24-HR 0.000 100,000 999.000 0,000 0.000 12.254 15.682 - 0.000 0.0001i 99 BASE 10-YR 24-HR 0.000 100.000 999,000 0.000 0.000 12.254 28.756 0.000 0.000-:: 99 BASE 100-YR 24-HR 0.000 100,000 999,000 0.000 0.000 12.250 51.318 0.000 0.0001.1. BNDY-DIR BASE 01-IN 24-HR 0.000 874.410. 999,000 0.000 0.000 0.000 0.000 0.000 0.000',, BNDY-DIR BASE 02-YR 24-HR 0.000 874.410 999,000 0.000 0.000 0.000 0.000 0.000 0.000>,', L HNDY-DIR BASE 10-YR 24-HR 0.000 874,410 999.000 0.000 0.000 0.000 0.000 0.000 0.000:. HNDY-DIR BASE 100-YR 24-HR 0.000 874,410 999,000 0.000 0.000 0.000 0.000 0.000 0.000�.i':� BNDY-N BASE 01-IN 24-HR 0,000 874.410 999.000 774.410 1.875 16.904 0.295 0.000 01000'. BNDY-N BASE 02-YR 24-HR 12.004 877,599 999.000 774,410 36.303 12,688 14.593 0.000 0.00011 BNDY-N BASE 10-YR 24-HR 12.004 878,099 999.000 774,410 134,722 12.628 27.873 0.000 0.000.i' BNDY-N BASE 100-YR 24-HR 12.004 878.559 999,000 774.410 1.875 12.491 63.781 0.000 0,000';. BNDY-NW BASE 01-IN 24-HR 0.000 874.410 999.000 774.410 4.800 12.746 0.511 0.000 0.000':. �. BNDY-NW BASE 02-YR 24-HR 12.004 877.599 999,000 774,410 71.974 12.262 17.599 0.000 0.000: I: BNDY-NW BASE 10-YR 24-HR 12.004 878.099 999,000 774.410 21.413 12.279 29.050 0.000 0,000''. BNDY-NW BASE 100-YR 24-HR 12.004 878,559 999,000 774,410 4.800 12.330 46.170 0.000 0.000'' BNDY-S BASE 01-IN 24-HR 0.000 880.780 999,000 780.780 7.400 24.163 0.249 0.000 0.000:--'. BNDY-S BASE 02-YR 24-HR 12.004 883.430 999.000 780.780 66.604 13.879 6.985 0.000 0.000.: BNDY-S BASE 10-YR 24-HR 12.004 883.B69 999.Op0 780.780 109,749 13.996 28.499 0.000 0.000 BNDY-S BASE 100-YR 24-HR 12.004 884.429 999,000 780,780 136,922 17.374 30.907 0.000 0.000:'.. DIRECT BASE 01-IN 24-HR 25.004 100.000 999.000 0.000 ********* 12.254 0.168 0.000 0.000,', DIRECT BASE 02-YR 24-HR 25.004 100,009 999.000 0.000 ********* 12.004 8.672 0.000 0,000 DIRECT BASE 10-YR 24-HR 25.003 100,017 999.000 0.000 ********* 12.004 17.457 0.000 0.000 DIRECT BASE 100-YR 24-HR 25.002 100,031 999.000 0.000 ********* 12.004 33.187 0.000 0,000'�: MH728 BASE 01-IN 24-HR 24.163 8864046 999.000 0.002 565.998 24.079 0.249 24.163 0.249.�':' MH728 BASE 02-YR 24-HR 13.829 8874228 999,000 0.016 646.255 13,788 6.984 13.879 6.985:'', MH728 BASE 10-YR 24-HR 13.579 8884405 999,000 0.258 481.925 14.846 27.612 13.996 28,499 : MH728 BASE 100-YR 24-HR 13.799 888,857 999,000 -0,268 481,363 18.310 31.248 17.374 30,907.-:' MH729 BASE 01-IN 24-HR 24.212 887.236 999,000 0.002 572,991 24.046 0.250 24.079 0.249 -. MH729 BASE 02-YR 24-HR 13.837 888.418 999,000 0.016 667,945 13.829 6.986 13.788 6,984 MH729 BASE 10-YR 24-HR 13.696 889.458 9994000 -0.291 588.083' 15.356 27.260 14.846 27.612 MH729 BASE 100-YR 24-HR 13.782 890,258 999,000 0.339 448,050 18.268 27.975 18.310 31.248 Hltercomlecled Chamiel and Pond Routing Model (ICPR) ©2002 Sheanlline Technologies, Inc. i 05-14-05 Revised 07/18/05 OVERBROOR FARMS JOB,# W04,0826 JOBA W03.0894 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 efs hrs efs.I', MH730 BASE O1-IN 24-HR 24,046 889,787 999.000 0,002 552,022 23,921 0,249 24.046 0.250 MH730 BASE 02-YR 24-HR 13,829 890.981 999.000 0,028 615.128 13.762 61985 13.829 6.986 MH730 BASE 10-YR 24-HR 13.104 891.622 999,000 -0.284 461.485 13.107 18.844 15,356 27.260..!i MH730 BASE 100-YR 24-HR 13,757 892.401 999,000 -0,285 445,369 17.518 21.456 18.268 27,975'. !. SM-N BASE O1-IN 24-HR 17.029 876,809 999,000 0.002 49926,391 12.246 2,787 16,904 0,295'. SM-N BASE 02-YR 24-HR 12.696 878,459 999,000 0,019 54148,030 12,004 35,085 12,688 14.593'.. is SM-N BASE 10-YR 24-HR 12.634 879,535 999,000 0.026 58055.024 12.004 61,898 12.628 27.873'.'.!'', SM-N BASE 100-YR 24-HR 12,475 880,493 999,000 0,038 61671,313 12,004 107.,197 12,491 63,781. SM NW BASE 01-IN 24-HR 12,754 875.978 999,000 0.005 8020.096 12.254 . 1,515 12,746 0.511� SM NW '.' BASE 02-YR 24-HR 12.254 877,634 999,000 -0.008 10483,822 12,246 17 ,i502 + 12,262 17=. 599�* '.. SM-NW BASE 10-YR 24-HR 12,279 878.315 999.000 -0,012 11560.996 12.246 30,854 :. 12.279 29.050 SM NW.: BASE 100-YR 24-HR 12,325 879,805 999.000 0,032 14053,722 12,250 53.776 12,330 46,170 i SM-S BASE O1-IN 24-HR 24,071 890.224 999,000 0.001114905.399 12,254 5.119 23,921 0.249 SM-S BASE 02-YR 24-HR 13,779 891,444 999,000 0,015121566,124 12.254 58.994 13,762 6,985 05-14-05 Revised 07/19/05 OVERBROOIC FARMS JOB,# w04,0826 JOB.j{ W03.0894 i Max Time Max Max Max Time Max Max Time Max Name Group Simulation Flow Flow Delta Q US Stage US Stage DS Stage DS Stage hrs cfs cfs hrs ft hrs ft STM-MH728-BNDYS STM-MH728-BNDYS STM-MH728-BNDYS STM-MH728-BNDYS STM-MH729-MH728 STM-MH729-MH728 STM-MH72.9-MH728 STM-MH729-MH728 STM-MH730-MH729 STM-MH730-MH729 STM-MH730-MH729 STM-MH730-MH729 STM-SMN-BNDYN STM-SMN-BNDYN STM-SMN-HNDYN STM-SMN-BNDYN STM-SMNW-BNDYNW STM-SMNW-BNDYNW STM-SMNW-BNDYNW STM-SMNW-BNDYNW STM-SMS-OUT STM-SMS-OUT STM-SMS-OUT STM-SMS-OUT SASE Ol-IN 24-HR BASE 02-YR 24-HR BASE 10-YR 24-HR BASE 100-YR 24-HR BASE 01-IN 24-HR BASE 02-YR 24-HR BASE 10-YR 24-HR BASE 100-YR 24-HR BASE 01-IN 24-HR BASE 02-YR 24-HR BASE 10-YR 24-HR BASE 100-YR 24-HR HASE 01-IN 24-HR BASE 02-YR 24-HR BASE 10-YR 24-HR HASH 100-YR 24-HR BASE 01-IN 24-HR BASE 02-YR 24-HR BASE 10-YR 24-HR BASE 100-YR 24-HR BASE 01-IN 24-HR BASE 02-YR 24-HR BASE 10-YR 24-HR HASE 100-YR 24-HR 24,163 0.249 0.002 13.879 6.985 0,101 13.996 28.499 -17,363 17.374 30,907 -17,977 24.079 0.249 0,002 13.788 6.984 0,119 14.846 27,612 1.7.355 18.310 31,248 18.738 24.046 0,250 0.001 13 829 6.986 0,224 15 .356 27,260 -19.228 18 .268 27,975 -18.995 16.904 0,295 0.006 12.688 14,593 1,635 12.628 27,873 3.599 12.491 63.781 -25,953 12.746 0,511 0.011 12 .262 17.599 8,144 12 .279 29.050 8,273 12 .330 46.170 8,614 23.921 0.249 0,002 13 .762 6.985 -0.604 13.107 18.844 6,771 17.518 21,456 5.987 24.163 886.046 13 .829 887,228 13 .579 888.405 13 .799 888,857 24.212 887,236 13. 837 888,418 13 .696 889.458 13 .782 890.258 24.046 889.787 13 .829 890,981 13.104 891.622 13 .757 892,401 17 .029 876,809 12.696 878,459 12. 634 879-.535 12.475 880,493 12.754 875.978 12.254 877,634 12.279 878.315 12 .325 879,805 24.071 890,224 13 .779 891,444 13 .399 892.418 13 .732 894,191 Interconnected Chaluiel and Pond Routing Model (ICPR) ©2002 Streamline Teclinologies, Ino. 24.163 - 883,732 13 .879 884.285 13.996 885,438 17.374 885.476 24.079 885.952 13.788 886,504 13 .579 888,405 13 .799 888,857 24.046 887.142 13.829 887,695 13 .565 889,405 13.782 890.258 16.904 876.128 12.004 877.599 11.712 878.012 12.004 878.559 12 .746 875,176 12.004 877,599 12.004 878,099 12.004 878,559 23.921 889.699 17.804 890,702 13.104 891,622 13.757 892.401 I X N tT�7, W m LAY yyy. rt N � i m 03 l7 r m WN W M i% rt N m rt o p N p oIP oIP NI N � rt � o n� m H �N�{{ 7i N G n tl w p H z I-W rt o B Y y Pi ro m M l7 m-H GOG V TCart A\H n Pro I rcl mN YNC J H LyJ o 0 o NP IN 3 �}y0 P H O W i IY-i N m M O p£�mow• p tHi ty N " a 7r. 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