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CT 11-04; Quarry Creek - Part 2 - Basin 4; Storm Water management Plan; 2015-05-19
SDHM Output: Basin 4 \ SDHM PROJECT REPORT General Model Information Project Name: Site Name: Site Acidress: City: Report Date: Gage: Data Start: Data End: Timestep: Precip Scale: Version: P0C4 Quarry Creek P0C4 3/3/2015 OCEANSID 10/01/1959 09/30/2004 Hourly 1.00 2013/04/05 POC Thresholds Low Flow Threshold for POCl High Flow Threshold for POCl: 50 Percent of the 2 Year 10 Year POC4 3/3/2015 5:05:38 PM Page 2 Landuse Basin Data Predeveloped Land Use Basin 4 Bypass: No Groundwater: No Pervious Land Use Acres A,Grass,FLAT(0-5%) 0.2 A,Grass,MOD(5-10%) 0.15 A,Grass,STEEP(10-20 0.31 C,Grass,FLAT(0-5%) 1.87 C,Grass,MOD(5-10%) 1.15 C, Grass,STEEP(10-20 2.14 D, Grass,FLAT(0-5%) 2.19 D,Grass,MOD(5-10%) 2.71 D,Grass,STEEP(10-20 13.06 Pervious Total 23.78 Impervious Land Use Acres IMPERVIOUS-FLAT 0.81 Impervious Total 0.81 Basin Total 24.59 Element Flows To: Surface Interflow Groundwater P0C4 3/3/2015 5:05:38 PM Page 3 Mitigated Land Use Basin 4 Bypass: No Groundwater: No Pervious Land Use Acres A,Grass,FLAT(0-5%) 0.19 C,Grass,STEEP(10-20 0.32 D,Grass, FLAT(0-5%) 5.38 D,Grass,STEEP(10-20 2.8 A,Grass,STEEP(10-20 0.01 C,Grass,FLAT(0-5%) 0.8 Pervious Total 9.5 Impervious Land Use Acres IMPERVIOUS-FLAT 15.09 Impervious Total 15.09 Basin Total 24.59 Element Flows To: Surface SSD Table 1 Interflow SSD Table 1 Groundwater POC4 3/3/2015 5:05:38 PM Page 4 Routing Elements Predeveloped Routing POC4 3/3/2015 5:05:38 PM Page 5 Mitigated Routing SSD Table 1 Depth: Element Flows To: Outlet 1 11.8 ft. Outlet 2 SSD Table Hydraulic Table Stage Area Volume (ft) (ac) (ac-ft) Manual NotUsed NotUsed NotUsed NotUsed 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.700 0.002 0.001 0.650 0.000 0.000 0.000 0.000 1.100 0.004 0.002 0.860 0.000 0.000 0.000 0.000 1.300 0.005 0.003 0.950 0.000 0.000 0.000 0.000 1.500 0.010 0.004 1.030 0.000 0.000 0.000 0.000 1.600 0.013 0.005 1.070 0.000 0.000 0.000 0.000 1.700 0.016 0.007 1.110 0.000 0.000 0.000 0.000 1.800 0.020 0.008 1.140 0.000 0.000 0.000 0.000 1.900 0.024 0.011 1.180 0.000 0.000 0.000 0.000 2.000 0.029 0.013 1.210 0.000 0.000 0.000 0.000 2.100 0.034 0.016 1.240 0.000 0.000 0.000 0.000 2.200 0.039 0.020 1.270 0.000 0.000 0.000 0.000 2.300 0.045 0.024 1.300 0.000 0.000 0.000 0.000 2.400 0.052 0.029 1.330 0.000 0.000 0.000 0.000 2.500 0.058 0.035 1.360 0.000 0.000 0.000 0.000 2.600 0.062 0.041 1.390 0.000 0.000 0.000 0.000 2.800 0.070 0.054 1.450 0.000 0.000 0.000 0.000 2.900 0.082 0.061 1.480 0.000 0.000 0.000 0.000 3.000 0.095 0.070 1.500 0.000 0.000 0.000 0.000 3.100 0.109 0.080 1.530 0.000 0.000 0.000 0.000 3.300 0.140 0.105 1.580 0.000 0.000 0.000 0.000 3.400 0.157 0.120 1.600 0.000 0.000 0.000 0.000 3.600 0.194 0.155 1.650 0.000 0.000 0.000 0.000 3.700 0.214 0.175 1.680 0.000 0.000 0.000 0.000 3.800 0.234 0.198 1.700 0.000 0.000 0.000 0.000 3.900 0.241 0.222 1.720 0.000 0.000 0.000 0.000 4.000 0.248 0.246 1.750 0.000 0.000 0.000 0.000 4.200 0.263 0.297 1.790 0.000 0.000 0.000 0.000 4.300 0.270 0.324 1.810 0.000 0.000 0.000 0.000 4.400 0.277 0.351 1.840 0.000 0.000 0.000 0.000 4.500 0.285 0.379 1.860 0.000 0.000 0.000 0.000 4.700 0.300 0.438 1.900 0.000 0.000 0.000 0.000 4.800 0.308 0.468 1.920 0.000 0.000 0.000 0.000 4.900 0.333 0.500 1.940 0.000 0.000 0.000 0.000 5.000 0.360 0.535 1.960 0.000 0.000 0.000 0.000 5.200 0.415 0.612 2.000 0.000 0.000 0.000 0.000 5.300 0.445 0.655 2.020 0.000 0.000 0.000 0.000 5.400 0.475 0.701 2.040 0.000 0.000 0.000 0.000 5.500 0.507 0.750 2.060 0.000 0.000 0.000 0.000 5.600 0.539 0.802 2.080 0.000 0.000 0.000 0.000 5.700 0.572 0.858 2.100 0.000 0.000 0.000 0.000 5.800 0.607 0.917 2.120 0.000 0.000 0.000 0.000 5.900 0.622 0.978 2.140 0.000 0.000 0.000 0.000 6.000 0.637 1.041 2.150 0.000 0.000 0.000 0.000 6.100 0.653 1.106 2.170 0.000 0.000 0.000 0.000 P0C4 3/3/2015 5:05:38 PM Page 6 6.200 0.668 1.172 2.190 0.000 0.000 0.000 0.000 6.300 0.684 1.239 2.210 0.000 0.000 0.000 0.000 6.400 0.700 1.309 2.230 0.000 0.000 0.000 0.000 6.500 0.716 1.379 2.240 0.000 0.000 0.000 0.000 6.600 0.732 1.452 2.260 0.000 0.000 0.000 0.000 6.700 0.749 1.526 2.300 0.000 0.000 0.000 0.000 6.800 0.766 1.602 2.390 0.000 0.000 0.000 0.000 6.900 0.778 1.679 2.500 0.000 0.000 0.000 0.000 7.000 0.791 1.757 2.650 0.000 0.000 0.000 0.000 7.100 0.804 1.837 2.880 0.000 0.000 0.000 0.000 7.200 0.816 1.918 2.990 0.000 0.000 0.000 0.000 7.300 0.829 2.000 3.090 0.000 0.000 0.000 0.000 7.400 0.842 2.084 3.180 0.000 0.000 0.000 0.000 7.500 0.855 2.169 3.270 0.000 0.000 0.000 0.000 7.700 0.882 2.342 3.420 0.000 0.000 0.000 0.000 7.800 0.895 2.431 3.490 0.000 0.000 0.000 0.000 7.900 0.901 2.521 3.560 0.000 0.000 0.000 0.000 8.000 0.907 2.612 3.630 0.000 0.000 0.000 0.000 8.100 0.913 2.703 3.690 0.000 0.000 0.000 0.000 8.200 0.919 2.794 3.750 0.000 0.000 0.000 0.000 8.300 0.926 2.886 3.810 0.000 0.000 0.000 0.000 8.400 0.932 2.979 4.750 0.000 0.000 0.000 0.000 8.600 0.944 3.167 8.520 0.000 0.000 0.000 0.000 8.800 0.956 3.357 13.85 0.000 0.000 0.000 0.000 8.900 0.962 3.453 16.97 0.000 0.000 0.000 0.000 9.000 0.969 3.549 20.36 0.000 0.000 0.000 0.000 9.100 0.975 3.647 24.00 0.000 0.000 0.000 0.000 9.200 0.981 3.744 27.86 0.000 0.000 0.000 0.000 9.300 0.987 3.843 31.95 0.000 0.000 0.000 0.000 9.400 0.994 3.942 36.24 0.000 0.000 0.000 0.000 9.500 1.000 4.042 40.72 0.000 0.000 0.000 0.000 9.600 1.006 4.142 45.40 0.000 0.000 0.000 0.000 9.700 1.013 4.243 50.25 0.000 0.000 0.000 0.000 9.800 1.019 4.344 55.29 0.000 0.000 0.000 0.000 9.900 1.027 4.447 60.48 0.000 0.000 0.000 0.000 10.000 1.034 4.550 65.85 0.000 0.000 0.000 0.000 10.10 1.042 4.654 71.37 0.000 0.000 0.000 0.000 10.20 1.050 4.758 77.04 0.000 0.000 0.000 0.000 10.30 1.058 4.864 82.86 0.000 0.000 0.000 0.000 10.40 1.066 4.970 88.83 0.000 0.000 0.000 0.000 10.50 1.073 5.077 94.95 0.000 0.000 0.000 0.000 10.60 1.081 5.184 101.2 0.000 0.000 0.000 0.000 10.70 1.089 5.293 107.6 0.000 0.000 0.000 0.000 10.80 1.097 5.402 114.1 0.000 0.000 0.000 0.000 10.90 1.105 5.512 120.8 0.000 0.000 0.000 0.000 11.00 1.113 5.623 127.5 0.000 0.000 0.000 0.000 11.10 1.121 5.735 134.4 0.000 0.000 0.000 0.000 11.20 1.129 5.847 141.5 0.000 0.000 0.000 0.000 11.30 1.137 5.961 148.6 0.000 0.000 0.000 0.000 11.40 1.145 6.075 155.9 0.000 0.000 0.000 0.000 11.50 1.153 6.190 163.3 0.000 0.000 0.000 0.000 11.60 1.161 6.305 170.8 0.000 0.000 0.000 0.000 11.70 1.169 6.422 178.4 0.000 0.000 0.000 0.000 11.80 1.178 6.539 186.1 0.000 0.000 0.000 0.000 P0C4 3/3/2015 5:05:38 PM Page 7 Analysis Results POC 1 Cumuljt'.« PrataWy 01 I 2 I I] X » K n K K M M K t9S 1 : -I- Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 23.78 Total Impervious Area: 0.81 Mitigated Landuse Totals for POC #1 Total Pervious Area: 9.5 Totallmpervious Area: 15.09 Flow Frequency Method: Cunnane Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 4.698291 5 year 9.843939 10 year 11.636064 25 year 14.953718 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) ^ 2 year 2.156528 5 year 2.392852 10 year 3.14125 25 year 3.390134 P0C4 3/3/2015 5:05:38 PM Page 8 Duration Flows The Facility PASSED 3. 3. 4. 4. 4. Flow(cfs) 2.3491 2.4430 2.5368 2.6306 2.7244 2.8182 2.9120 3.0058 3.0996 3.1934 3.2872 3.3810 3.4748 3.5686 3.6624 3.7563 .8501 .9439 .0377 .1315 .2253 4.3191 4.4129 4.5067 4.6005 4.6943 4.7881 4.8819 4.9757 5.0696 5.1634 5.2572 5.3510 5.4448 5.5386 5.6324 5.7262 5.8200 5.9138 6.0076 6.1014 6.1952 6.2891 6.3829 6.4767 6.5705 6.6643 6.7581 6.8519 6.9457 7.0395 7.1333 7.2271 Predev 114 111 104 100 97 96 93 89 85 83 77 73 72 71 70 66 65 60 59 57 55 54 51 49 44 43 42 41 37 34 34 31 31 30 28 28 26 26 25 23 23 23 22 22 21 21 21 20 19 19 19 18 18 Mit 48 39 37 32 28 22 20 14 13 9 8 4 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 1 1 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Percentage 42 35 35 32 28 22 21 15 15 10 10 5 4 4 2 3 3 3 3 3 3 3 3 4 4 4 4 4 5 5 5 6 3 3 3 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass/Fall Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass POC4 3/3/2015 5:05:44 PM Page 9 7.3209 16 0 0 Pass 7.4147 15 0 0 Pass 7.5085 15 0 0 Pass 7.6024 15 0 0 Pass 7.6962 15 0 0 Pass 7.7900 15 0 0 Pass 7.8838 15 0 0 Pass 7.9776 15 0 0 Pass 8.0714 15 0 0 Pass 8.1652 15 0 0 Pass 8.2590 15 0 0 Pass 8.3528 15 0 0 Pass 8.4466 15 0 0 Pass 8.5404 15 0 0 Pass 8.6342 15 0 0 Pass 8.7280 14 0 0 Pass 8.8218 14 0 0 Pass 8.9157 14 0 0 Pass 9.0095 14 0 0 Pass 9.1033 14 0 0 Pass 9.1971 14 0 0 Pass 9.2909 14 0 0 Pass 9.3847 12 0 0 Pass 9.4785 11 0 0 Pass 9.5723 11 0 0 Pass 9.6661 10 0 0 Pass 9.7599 10 0 0 Pass 9.8537 8 0 0 Pass 9.9475 7 0 0 Pass 10.0413 7 0 0 Pass 10.1351 7 0 0 Pass 10.2290 7 0 0 Pass 10.3228 7 0 0 Pass 10.4166 7 0 0 Pass 10.5104 5 0 0 Pass 10.6042 5 0 0 Pass 10.6980 5 0 0 Pass 10.7918 5 0 0 Pass 10.8856 5 0 0 Pass 10.9794 5 0 0 Pass 11.0732 5 0 0 Pass 11.1670 5 0 0 Pass 11.2608 5 0 0 Pass 11.3546 5 0 0 Pass 11.4484 5 0 0 Pass 11.5423 4 0 0 Pass 11.6361 4 0 0 Pass P0C4 3/3/2015 5:05:44 PM Page 10 Water Quality Drawdown Time Results POC4 3/3/2015 5:05:44 PM Page 11 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. POC4 3/3/2015 5:05:45 PM Page 12 Appendix Predeveloped Schematic &asin 24.59a 4 c P0C4 3/3/2015 5:05:45 PM Page 13 Mitigated Schematic / r Pasin 24.59a 4 c ;i • iitii II I 1 1 111II1 1II i il SSDTJ )ble 1 P0C4 3/3/2015 5:05:45 PM Page 14 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1959 10 01 RUN INTERP OUTPUT LEVEL RESUME 0 RUN 1 END GLOBAL END 0 2004 09 30 UNIT SYSTEM FILES <File> <Un#> < <-ID-> WDM 26 P0C4.wdm MESSU 25 PrePOC4.MES 27 PreP0C4.L61 28 PreP0C4.L62 30 P0CP0C41.dat * * * END FILES OPN SEQUENCE INGRP PERLND 1 PERLND 2 PERLND 3 PERLND 19 PERLND 20 PERLND 21 PERLND 2 8 PERLND 2 9 PERLND 30 IMPLND 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFOl # - #< Title- 1 Basin 4 END DISPLY-INFOl END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 11 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO INDELT 00:60 ->***TRAN PIVL DIGl MAX FILl PYR DIG2 FIL2 YRND 1 2 30 9 <PLS >< Name >NBLKS Unit-systems Printer *** # -# User t -series Engl Metr *** in out * * * 1 A,Grass,FLAT(0-5%) 1 1 1 1 27 0 2 A,Grass,MOD(5-10%) 1 1 1 1 27 0 3 A,Grass,STEEP (10-20 1 1 1 1 27 0 19 C,Grass,FLAT(0-5%) 1 1 1 1 27 0 20 C,Grass,MOD(5-10%) 1 1 1 1 27 0 21 C,Grass,STEEP (10-20 1 1 1 1 27 0 28 D,Grass,FLAT(0-5%) 1 1 1 1 27 0 P0C4 3/3/2015 5:05:45 PM Page 15 29 D,Grass,MOD(5-10%) 30 D,Grass,STEEP (10-20 END GEN-INFO *** Section PWATER*** 27 27 ACTIVITY <PLS > ************* Active Sections 1 2 3 19 20 21 28 29 30 END ACTIVITY [P SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 PRINT-INFO <PLS > *** # - 1 2 3 19 20 21 28 29 30 END PRINT-INFO Print-flags ****** ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 1 0 0 4 0 0 0 0 0 0 0 0 0 1 PIVL PYR **** 9 9 9 9 9 9 9 9 9 PWAT-PARMl <PLS > PWATER variable monthly parameter value flags *** # - # CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC 1 0 1 1 1 0 0 0 0 2 0 1 1 1 0 0 0 0 3 0 1 1 1 0 0 0 0 19 0 1 1 1 0 0 0 0 20 0 1 1 1 0 0 0 0 21 0 1 1 1 0 0 0 0 28 0 1 1 1 0 0 0 0 29 0 1 1 1 0 0 0 0 30 0 1 1 1 0 0 0 0 END PWAT -PARMl PWAT-PARM2 <PLS > PWATER input info Part 2 *** # - # ***FOREST LZSN INFILT LSUR 1 0 5.2 0 . 09 200 2 0 4.8 0 . 07 200 3 0 4.5 0 . 045 200 19 0 4 . 8 0.05 200 20 0 4.5 0 . 04 200 21 0 4.2 0.03 200 28 0 4.8 0.04 200 29 0 4.5 0.03 200 30 0 4.2 0.02 200 END PWAT--PARM2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 SLSUR 0.05 0 . 1 0.15 0. 05 0.1 0 .15 0.05 0.1 0 .15 HWT 0 0 0 0 0 0 0 0 0 KVARY 3 3 3 3 3 3 3 3 3 AGWRC 0 . 92 0. 92 0 . 92 0.92 0 . 92 0 . 92 0.92 0.92 0.92 PWAT-PARM3 <PLS > PWATER input info Part 3 *** # -# ***PETMAX PETMIN INFEXP INFILD DEEPFR 1 35 30 2 2 0.4 2 35 30 2 2 0 . 4 3 35 30 2 2 0.4 19 35 30 2 2 0 . 4 20 35 30 2 2 0.4 21 35 30 2 2 0.4 P0C4 3/3/2015 5:05:45 PM BASETP 0.05 0.05 0.05 0.05 0.05 0.05 AGWETP 0.05 0.05 0.05 0.05 0.05 0.05 Page 16 28 35 29 35 30 35 END PWAT-PARM3 PWAT-PARM4 30 30 30 0.4 0 . 4 0.4 0 . 05 0.05 0.05 0.05 0.05 0 . 05 <PLS > PWATER input info: Part 4 # - # CEPSC UZSN NSUR INTFW IRC LZETP 1 0 08 0 . 6 0 2 1 5 0 7 0.5 2 0 08 0 . 6 0 2 1 5 0 7 0.5 3 0 08 0 . 6 0 2 1 5 0 7 0.5 19 0 08 0 .6 0 2 1 5 0 7 0.5 20 0 08 0 . 6 0 2 1 5 0 7 0.5 21 0 08 0 . 6 0 2 1 5 0 7 0 . 5 28 0 08 0 . 6 0 2 1 5 0 7 0.5 29 0 08 0 . 6 0 2 1 5 0 7 0.5 30 0 08 0 . 6 0 2 1 5 0 7 0.5 *** *** END PWAT-PARM4 MON-LZETPARM <PLS > PWATER input info: Part 3 # -# JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC 1 0 4 0 4 0 4 0 4 0 6 0 6 0 6 0 6 0 6 0 4 0 4 0 . 4 2 0 4 0 4 0 4 0 4 0 6 0 6 0 6 0 6 0 6 0 4 0 4 0 . 4 3 0 4 0 4 0 4 0 4 0 6 0 6 0 6 0 6 0 6 0 4 0 4 0.4 19 0 4 0 4 0 4 0 4 0 6 0 6 0 6 0 6 0 6 0 4 0 4 0 . 4 20 0 4 0 4 0 4 0 4 0 6 0 6 0 6 0 6 0 6 0 4 0 4 0.4 21 0 4 0 4 0 4 0 4 0 6 0 6 0 6 0 6 0 6 0 4 0 4 0.4 28 0 4 0 4 0 4 0 4 0 6 0 6 0 6 0 6 0 6 0 4 0 4 0.4 29 0 4 0 4 0 4 0 4 0 6 0 6 0 6 0 6 0 6 0 4 0 4 0 . 4 30 0 4 0 4 0 4 0 4 0 6 0 6 0 6 0 6 0 6 0 4 0 4 0 . 4 END MON-LZETPARM MON-INTERCEP <PLS > # 1 2 3 19 20 21 28 29 30 - # JAN PWATER input info: Part 3 FEB MAR APR MAY JUN 0.1 0.1 0.1 0.1 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 JUL 0 .06 0.06 0. 06 0. 06 0. 06 0 . 06 0 . 06 0.06 0.06 * * * AUG SEP 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 0.06 OCT NOV DEC *** 0 .1 0.1 0.1 0.1 END MON-INTERCEP PWAT-STATEl <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # -# *** CEPS SURS UZS IFWS LZS AGWS GWVS 1 0 0 0 . 15 0 4 0 . 05 0 2 0 0 0 . 15 0 4 0.05 0 3 0 0 0 . 01 0 0.5 0 . 3 0.01 19 0 0 0 . 15 0 4 0 . 05 0 20 0 0 0 . 15 0 4 0 . 05 0 21 0 0 0 . 15 0 4 0.05 0 28 0 0 0 . 15 0 , 4 0 . 05 0 29 0 0 0 . 15 0 4 0.05 0 30 0 0 0 .15 0 4 0 . 05 0 END PWAT-STATEl END PERLND -Name- IMPLND GEN-INFO <PLS X- # - # 1 IMPERVIOUS-FLAT END GEN-INFO *** Section IWATER*** Unit-systems Printer *** User t-series Engl Metr *** in out *** 1 1 1 27 0 P0C4 3/3/2015 5:05:45 PM Page 17 ACTIVITY <PLS > ************* Active Sections # - # ATMP SNOW IWAT SLD IWG IQAL 1 0 0 1 0 0 0 END ACTIVITY ************************* jtVt** *** PRINT-INFO <ILS > ******** Print-flags ******** pivL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 00400019 END PRINT-INFO IWAT-PARMl <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 1 END IWAT-PARMl IWAT-PARM2 <PLS > IWATER input info: Part 2 # - # *** LSUR SLSUR NSUR 1 100 0.035 0.05 END IWAT-PARM2 RETSC 0 . 1 IWAT-PARM3 <PLS > IWATER input info: Part 3 *** # _ # ***PETMAX PETMIN 1 0 0 END IWAT-PARM3 IWAT-STATEl <PLS > *** Initial conditions at start of simulation # _ I *** RETS SURS 1 0 0 END IWAT-STATEl END IMPLND SCHEMATIC <-Source-> <--Area —> <-Target-> MBLK <Name> # <-factor-> <Name> # Tbl# Basin 4*** Tbl# PERLND 1 0.2 COPY 501 12 PERLND 1 0.2 COPY 501 13 PERLND 2 0 . 15 COPY 501 12 PERLND 2 0 . 15 COPY 501 13 PERLND 3 0 .31 COPY 501 12 PERLND 3 0 .31 COPY 501 13 PERLND 19 1 . 87 COPY 501 12 PERLND 19 1 . 87 COPY 501 13 PERLND 20 1 . 15 COPY 501 12 PERLND 20 1 . 15 COPY 501 13 PERLND 21 2 . 14 COPY 501 12 PERLND 21 2 .14 COPY 501 13 PERLND 28 2 .19 COPY 501 12 PERLND 28 2 .19 COPY 501 13 PERLND 29 2 . 71 COPY 501 12 PERLND 29 2 .71 COPY 501 13 PERLND 30 13 .06 COPY 501 12 PERLND 30 13 .06 COPY 501 13 IMPLND 1 0 . 81 COPY 501 15 *** *** * * * * * *Routing* ***** END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Target vols> <-Grp> <-Member-> <Name> # <Name> # #<-factor->strg <Name> # # COPY 501 OUTPUT MEAN 11 12.1 DISPLY 1 INPUT <Name> # # TIMSER 1 *** *** POC4 3/3/2015 5:05:45 PM Page 18 <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Target vols> <-Grp> <-Member-> <Name> # END NETWORK <Name> # #<-factor->strg <Name> # # <Name> # # *** *** RCHRES GEN-INFO RCHRES # - #<- Name Nexits Unit Systems Printer >< > User T-series Engl Metr LKFG in out *** *** *** END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* piVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR END PRINT-INFO ********* HYDR-PARMl RCHRES # - # END Flags for each HYDR Section VC Al A2 A3 ODFVFG for each *** ODGTFG for each FG FG FG FG possible exit *** possible exit **** ***** ***** HYDR-PARMl *** FUNCT for each possible exit HYDR-PARM2 # - # FTABNO LEN DELTH STCOR KS DB50 *** < >< >< >< >< >< >< > *** END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section *** # - # *** VOL Initial value of COLIND Initial value of OUTDGT *** ac-ft for each possible exit for each possible exit < >< > < >< >< >< >< > *** < >< >< >< X > END HYDR-INIT END RCHRES SPEC-ACTIONS END SPEC-ACTIONS FTABLES END FTABLES EXT SOURCES <-Volume -> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member _> * * * <Name> # <Name> # tem strg<-factor ->strg <Name> # # <Name> # # *** WDM 2 PREC ENGL 1 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 1 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 1 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Volume-> <Name> # <Name> # #<-factor->strg <Name> # 11 12.1 WDM COPY 501 OUTPUT MEAN END EXT TARGETS <Member> Tsys Tgap Amd *** <Name> tem strg strg*** 501 FLOW ENGL REPL MASS-LINK <Volume> <-Grp> <-Member-><—Mult—> <Target> <Name> <Name> # #<-factor-> <Name> MASS-LINK 12 PERLND PWATER SURO 0.083333 COPY END MASS-LINK 12 <-Grp> <-Member->*** <Name> # #*** INPUT MEAN P0C4 3/3/2015 5:05:45 PM Page 19 MASS-LINK 13 PERLND PWATER IFWO 0.083333 COPY INPUT MEAN END MASS-LINK 13 MASS-LINK 15 IMPLND IWATER SURO 0.083333 COPY INPUT MEAN END MASS-LINK 15 END MASS-LINK END RUN POC4 3/3/2015 5:05:45 PM Page 20 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1959 10 01 RUN INTERP OUTPUT LEVEL RESUME 0 RUN 1 END GLOBAL END 0 2004 09 30 UNIT SYSTEM FILES <File> <Un#> < <-ID-> WDM 26 P0C4.wdm MESSU 25 MitP0C4.MES 27 MitP0C4.L61 28 MitP0C4.L62 30 P0CP0C41.dat ->* * * * * * INDELT 00:60 END FILES OPN SEQUENCE INGRP PERLND 1 PERLND 21 PERLND 2 8 PERLND 30 PERLND 3 PERLND 19 IMPLND 1 RCHRES 1 COPY 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFOl # - #< Title >***TRAN PIVL DIGl FILl 1 SSD Table 1 MAX END DISPLY-INFOl END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 11 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS >< Name >NBLKS PYR DIG2 FIL2 YRND 1 2 30 9 Unit-systems Printer *** # -# User t-series Engl Metr *** in out * * * 1 A,Grass,FLAT(0-5%) 1 1 1 1 27 0 21 C,Grass,STEEP (10-20 1 1 1 1 27 0 28 D,Grass,FLAT(0-5%) 1 1 1 1 27 0 30 D,Grass,STEEP (10-20 1 1 1 1 27 0 3 A,Grass,STEEP (10-20 1 1 1 1 27 0 19 C,Grass,FLAT(0-5%) 1 1 1 1 27 0 END GEN-INFO *** Section PWATER*** P0C4 3/3/2015 5:05:45 PM Page 21 ACTIVITY <PLS > ************* Active Sections ***************************** # -# ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC 1 0 0 1 0 0 0 0 0 0 0 0 0 21 0 0 1 0 0 0 0 0 0 0 0 0 28 0 0 1 0 0 0 0 0 0 0 0 0 30 0 0 1 0 0 0 0 0 0 0 0 0 3 0 0 1 0 0 0 0 0 0 0 0 0 19 0 0 1 0 0 0 0 0 0 0 0 0 END ACTIVITY PRINT-INFO <PLS > ** # - # Al 1 21 28 30 3 19 END PRINT-INFO •k-k-k-k-k-k-k-k-k-k-k-k-k-k Pll^int ~ flags ***************************** PIVL PYR P SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 0 0 4 0 0 0 0 0 0 0 0 0 1 9 0 0 4 0 0 0 0 0 0 0 0 0 1 9 0 0 4 0 0 0 0 0 0 0 0 0 1 9 0 0 4 0 0 0 0 0 0 0 0 0 1 9 0 0 4 0 0 0 0 0 0 0 0 0 1 9 0 0 4 0 0 0 0 0 0 0 0 0 1 9 PWAT-PARMl <PLS > PWATER variable monthly parameter value flags # - # I - - 1 21 28 30 3 19 END PWAT-PARMl 0 RTOP UZFG VCS VUZ VNN VIFW VIRC VLE' INFC HWT 0 1 1 1 0 0 0 0 1 1 0 0 1 1 1 0 0 0 0 1 1 0 0 1 1 1 0 0 0 0 1 1 0 0 1 1 1 0 0 0 0 1 1 0 0 1 1 1 0 0 0 0 1 1 0 0 1 1 1 0 0 0 0 1 1 0 PWAT-PARM2 <PLS > PWATER input info Part 2 *** # - # ***FOREST LZSN INFILT LSUR SLSUR KVARY AGWRC 1 0 5.2 0.09 200 0.05 3 0. 92 21 0 4.2 0.03 200 0.15 3 0. 92 28 0 4.8 0 . 04 200 0.05 3 0 . 92 30 0 4.2 0.02 200 0.15 3 0 . 92 3 0 4.5 0 . 045 200 0.15 3 0.92 19 0 4 . 8 0.05 200 0 . 05 3 0 . 92 END PWAT-PARM2 PWAT-PARM3 <PLS > # - # ***PETMAX 1 35 21 35 28 35 30 35 3 35 19 35 END PWAT-PARM3 PWAT-PARM4 PWATER input info: Part 3 PETMIN 30 30 30 30 30 30 INFEXP 2 2 2 2 2 2 INFILD 2 2 2 2 2 2 DEEPFR 0 . 4 0.4 0.4 0.4 0.4 0 . 4 END PWAT-PARM4 MON-LZETPARM <PLS > # 1 21 PWATER input info: Part 3 *** JAN FEB MAR APR MAY JUN JUL AUG SEP OCT 0.4 0.4 0.4 0.4 0.6 0.6 0.6 0.6 0.6 0.4 0.4 0.4 0.4 0.4 0.6 0.6 0.6 0.6 0.6 0.4 BASETP 0 . 05 0.05 0.05 0.05 0. 0. , 05 , 05 NOV DEC 0.4 0.4 0.4 0.4 AGWETP 0 . 05 0. 05 0 . 05 0 . 05 0 . 05 0.05 <PLS > PWATER input info: Part 4 *** # - # CEPSC UZSN NSUR INTFW IRC LZETP *** 1 0.08 0.6 0.2 1. 5 0.7 0.5 21 0.08 0.6 0.2 1.5 0.7 0.5 28 0.08 0.6 0.2 1.5 0.7 0 . 5 30 0. 08 0.6 0.2 1.5 0.7 0.5 3 0.08 0.6 0.2 1.5 0.7 0.5 19 0.08 0.6 0.2 1.5 0.7 0.5 P0C4 3/3/2015 5:05:45 PM Page 22 28 0.4 0 . 4 0.4 0.4 0.6 0.6 0 . 6 0.6 0.6 0 4 0 4 0.4 30 0.4 0 . 4 0.4 0.4 0.6 0.6 0 . 6 0.6 0.6 0 4 0 4 0.4 3 0.4 0 .4 0 . 4 0.4 0.6 0.6 0 . 6 0.6 0.6 0 4 0 4 0.4 19 0.4 0 . 4 0.4 0.4 0.6 0.6 0 . 6 0.6 0.6 0 4 0 4 0.4 END MON LZETPARM MON-INTERCEP <PLS > PWATER input info: Part 3 * * * # -# JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC * * * 1 0.1 0 . 1 0.1 0.1 0.06 0.06 0. 06 0.06 0.06 0 1 0 1 0.1 21 0.1 0 . 1 0 .1 0.1 0.06 0.06 0. 06 0.06 0.06 0 1 0 1 0 .1 28 0.1 0 . 1 0.1 0.1 0.06 0.06 0. 06 0.06 0.06 0 1 0 1 0 .1 30 0.1 0 . 1 0.1 0.1 0.06 0.06 0. 06 0.06 0.06 0 1 0 1 0.1 3 0.1 0 . 1 0 . 1 0.1 0.06 0.06 0. 06 0.06 0.06 0 1 0 1 0 .1 19 0.1 0 . 1 0 . 1 0.1 0.06 0.06 0. 06 0.06 0.06 0 1 0 1 0.1 END MON INTERCEP PWAT-STATEl <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) RUN 21 *** # -# *** CEPS SURS UZS IFWS LZS AGWS GWVS 1 0 0 0.15 0 4 0 . 05 0 21 0 0 0.15 0 4 0. 05 0 28 0 0 0.15 0 4 0. 05 0 30 0 0 0.15 0 4 0 . 05 0 3 0 0 0.01 0 0 5 0.3 0.01 19 0 0 0.15 0 4 0.05 0 END PWAT-STATEl END PERLND IMPLND GEN-INFO <PLS X--Name- 1 IMPERVIOUS-FLAT END GEN-INFO *** Section IWATER*** Unit-systems Printer *** User t-series Engl Metr *** in out *** 1 1 1 27 0 ACTIVITY <P]jg > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** PIVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 00400019 END PRINT-INFO IWAT-PARMl <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 0 0 0 1 END IWAT-PARMl IWAT-PARM2 <PLS > IWATER input info: Part 2 # - # *** LSUR SLSUR NSUR 1 100 0.035 0.05 END IWAT-PARM2 RETSC 0.1 IWAT-PARM3 <PLS > IWATER input info: # _ # ***PETMAX PETMIN 1 0 0 END IWAT-PARM3 Part 3 IWAT-STATEl P0C4 3/3/2015 5:05:45 PM Page 23 <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS 1 0 0 END IWAT-STATEl END IMPLND SCHEMATIC <-Source-> <—Area—> <-Target -> MBLK <Name> # <-factor-> <Name> # Tbl# Basin 4*** Tbl# PERLND 1 0.19 RCHRES 1 2 PERLND 1 0 .19 RCHRES 1 3 PERLND 21 0.32 RCHRES 1 2 PERLND 21 0.32 RCHRES 1 3 PERLND 28 5.38 RCHRES 1 2 PERLND 28 5.38 RCHRES 1 3 PERLND 30 2.8 RCHRES 1 2 PERLND 30 2.8 RCHRES 1 3 PERLND 3 0.01 RCHRES 1 2 PERLND 3 0.01 RCHRES 1 3 PERLND 19 0 . 8 RCHRES 1 2 PERLND 19 0.8 RCHRES 1 3 IMPLND 1 15.09 RCHRES 1 5 ******Routing****** PERLND 1 0 .19 COPY 1 12 PERLND 21 0.32 COPY 1 12 PERLND 28 5.38 COPY 1 12 PERLND 30 2.8 COPY 1 12 PERLND 3 0.01 COPY 1 12 PERLND 19 0.8 COPY 1 12 IMPLND 1 15. 09 COPY 1 15 PERLND 1 0 .19 COPY 1 13 PERLND 21 0 . 32 COPY 1 13 PERLND 28 5.38 COPY 1 13 PERLND 30 2 . 8 COPY 1 13 PERLND 3 0.01 COPY 1 13 PERLND 19 0.8 COPY 1 13 RCHRES 1 1 COPY 501 16 *** *** END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Target vols> <-Grp> <-Member-> <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # COPY 501 OUTPUT MEAN 11 12.1 DISPLY 1 INPUT TIMSER 1 *** *** <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** END NETWORK RCHRES GEN-INFO RCHRES # - #<- Name 1 SSD Table 10004 END GEN-INFO *** Section RCHRES*** Nexits Unit Systems Printer -X > User T-series Engl Metr LKFG in out 1 1 1 1 28 0 1 *** *** *** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1000000000 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* pivL PYR P0C4 3/3/2015 5:05:45 PM Page 24 # - # HYDR ADCA CONS HEAT SED 1 4 0 0 0 0 END PRINT-INFO GQL OXRX NUTR PLNK PHCB PIVL 0 0 0 0 PYR 9 ********* HYDR-PARMl RCHRES Flags for each HYDR Section # - # VC Al A2 A3 ODFVFG for each *** ODGTFG for each FG FG FG FG possible exit *** possible exit **** ***** ***** 1 0100 40000 END HYDR-PARMl 0 0 0 0 0 *** FUNCT for each possible exit HYDR-PARM2 # - # FTABNO LEN DELTH STCOR < >< >< >< >< >< — 1 1 0.01 0.0 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section KS —X- 0 . 5 DB50 > 0 . 0 * * * *** # - # *** VOL *** ac-ft < >< > 1 0 END HYDR-INIT END RCHRES Initial value of COLIND for each possible exit < >< >< >< >< > *** 4.0 0.0 0.0 0.0 0.0 Initial value of OUTDGT for each possible exit < >< >< >< >< > 0.0 0.0 0.0 0.0 0.0 SPEC-ACTIONS END SPEC-ACTIONS FTABLES FTABLE 1 99 4 Depth Area Volume Outflowl (ft) (acres) (acre-ft) (cfs) 0 OOOOOO 0 .000194 0 OOOOOO 0 .OOOOOO 0 700000 0 .001914 0 001000 0 .650000 1 100000 0 .003695 0 002000 0 . 860000 1 300000 0 .004804 0 003000 0 .950000 1 500000 0 .009610 0 004000 1 .030000 1 600000 0 .012632 0 005000 1 .070000 1 700000 0 .016065 0 007000 1 . 110000 1 800000 0 .019912 0 008000 1 . 140000 1 900000 0 .024171 0 011000 1 .180000 2 OOOOOO 0 . 028842 0 013000 1 .210000 2 100000 0 .033925 0 016000 1 .240000 2 200000 0 .039421 0 020000 1 .270000 2 300000 0 .045329 0 024000 1 .300000 2 400000 0 .051650 0 029000 1 .330000 2 500000 0 .058383 0 035000 1 .360000 2 600000 0 .062057 0 041000 1 .390000 2 800000 0 .069742 0 054000 1 .450000 2 900000 0 .081848 0 061000 1 .480000 3 OOOOOO 0 .094921 0 070000 1 .500000 3 100000 0 .108963 0 080000 1 .530000 3 300000 0 .139951 0 105000 1 .580000 3 400000 0 .156897 0 120000 1 .600000 3 600000 0 .193694 0 155000 1 .650000 3 700000 0 .213545 0 175000 1 .680000 3 800000 0 .234364 0 198000 1 .700000 3 900000 0 .241259 0 222000 1 .720000 4 OOOOOO 0 .248254 0 246000 1 .750000 4 200000 0 .262543 0 297000 1 .790000 4 300000 0 .269838 0 324000 1 .810000 4 400000 0 .277233 0 351000 1 .840000 4 500000 0 .284728 0 379000 1 .860000 4 700000 0 .300017 0 438000 1 .900000 4 800000 0 .307812 0 468000 1 . 920000 4 900000 0 .333187 0 500000 1 .940000 5 OOOOOO 0 .359568 0 535000 1 .960000 5 200000 0 415343 0 612000 2 . OOOOOO 5 300000 0 444738 0 655000 2 .020000 Outflowl Velocity Travel Time*** (ft/sec) (Minutes)*** P0C4 3/3/2015 5:05:45 PM Page 25 5.400000 0 5.500000 0 5.600000 0 5.700000 0 5.800000 0 5.900000 0 6.000000 0 6.100000 0 6.200000 0 6.300000 0 6.400000 0 6.500000 0 6.600000 0 6.700000 0 6.800000 0 6.900000 0 7.000000 0 7.100000 0 7.200000 0 7.300000 0 7.400000 0 7.500000 0 7.700000 0 7.800000 0. 7.900000 0. 8.000000 0. 8.100000 0. 8.200000 0. 8.300000 0. 8.400000 0. 8.600000 0. 8.800000 0. 8.900000 0. 9.000000 0. 9.100000 0. 9.200000 0. 9.300000 0. 9.400000 0. 9.500000 1. 9.600000 1. 9.700000 1. 9.800000 1. 9.900000 1. 10.00000 1. 10.10000 1. 10.20000 1. 10.30000 1. 10.40000 1. 10.50000 1. 10.60000 1. 10.70000 1. 10.80000 1. 10.90000 1. 11.00000 1. 11.10000 1. 11.20000 1. 11.30000 1. 11.40000 1. 11.50000 1. 11.60000 1. 11.70000 1. 11.80000 1. END FTABLE END FTABLES .475138 .506543 .538953 .572368 .606788 . 621850 . 637097 .652528 .668144 .683944 .699930 .716100 .732454 . 748993 .765717 . 778220 .790825 .803530 .816337 .829245 .842255 . 855365 .881890 .895305 .901307 .907329 .913372 .919434 .925516 .931619 .943884 .956229 .962432 .968655 974897 981160 987443 993746 000069 006412 012775 019159 026811 034491 042200 049938 057705 065500 073323 081176 089057 096966 104904 112871 120867 128891 136943 145024 153134 161273 169440 177636 1 0.701000 0.750000 0.802000 0.858000 0.917000 0.978000 .041000 . 106000 . 172000 .239000 .309000 1.379000 .452000 .526000 .602000 1.679000 1.757000 1.837000 1.918000 2.OOOOOO 2.084000 2.169000 2.342000 2.431000 2.521000 2.612000 703000 794000 886000 979000 167000 357000 453000 549000 647000 3.744000 3.843000 3.942000 4.042000 4.142000 4.243000 4.344000 4.447000 4.550000 4.654000 4.758000 4.864000 4.970000 5.077000 5.184000 5.293000 5.402000 5.512000 623000 735000 847000 961000 075000 190000 305000 422000 539000 2. 2. 2. 2 . 2. 2. 2. 2. 2. 2 . 2 . 2. 2. 2 . 2 2 2, 3 3, 3. 3. 3. 3. 3. 3. 040000 060000 080000 100000 . 120000 . 140000 . 150000 .170000 .190000 .210000 .230000 .240000 ,260000 300000 2.390000 2.500000 650000 880000 990000 090000 180000 ,270000 420000 490000 560000 630000 690000 3.750000 3.810000 4.750000 8.520000 13.85000 16.97000 20.36000 24.00000 27.86000 31.95000 36.24000 40.72000 45.40000 50.25000 55.29000 60.48000 65.85000 71.37000 77.04000 82.86000 88.83000 94.95000 101.2000 107.5800 114.1000 120.7600 127.5300 134.4400 141.4700 148.6200 155.8800 163.2700 170.7700 178.3900 186.1100 EXT SOURCES <-Volume-> <Member> SsysSgap<—Mult—>Tran <-Target vols> <-Grp> <-Member-> *** ^ 55^ame> # tem strg<-factor->strg <Name> # # <Name> # # *** ENGL 1 PERLND 1 999 EXTNL PREC <Name> WDM WDM 2 PREC 2 PREC ENGL IMPLND 1 999 EXTNL PREC P0C4 3/3/2015 5:05:45 PM Page 26 WDM WDM WDM 1 EVAP 1 EVAP 1 EVAP ENGL 1 ENGL 1 ENGL 1 PERLND 1 999 EXTNL PETINP IMPLND 1 999 EXTNL PETINP RCHRES 1 EXTNL POTEV END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # RCHRES 1 HYDR RO 11 RCHRES 1 HYDR STAGE 1 1 COPY 1 OUTPUT MEAN 1 1 COPY 501 OUTPUT MEAN 1 1 END EXT TARGETS <Name> # #<-factor->strg <Name> # <Name> 1 1 12 .1 12 .1 WDM WDM WDM WDM 1002 FLOW 1003 STAG 701 FLOW 801 FLOW tem strg strg*** ENGL REPL ENGL REPL ENGL REPL ENGL REPL MASS-LINK <Volume> <-Grp> <-Member-><—Mult—> <Target> <Name> <Name> # #<-factor-> <Name> MASS-LINK 2 PERLND PWATER SURO 0.083333 RCHRES END MASS-LINK 2 <-Grp> <-Member->*** <Name> # #*** INFLOW IVOL MASS-LINK 3 PERLND PWATER IFWO END MASS-LINK 3 0.083333 RCHRES INFLOW IVOL MASS-LINK 5 IMPLND IWATER SURO END MASS-LINK 5 0.083333 RCHRES INFLOW IVOL MASS-LINK 12 PERLND PWATER SURO END MASS-LINK 12 0.083333 COPY INPUT MEAN MASS-LINK 13 PERLND PWATER IFWO END MASS-LINK 13 0.083333 COPY INPUT MEAN MASS-LINK 15 IMPLND IWATER SURO END MASS-LINK 15 0.083333 COPY INPUT MEAN MASS-LINK 16 RCHRES ROFLOW END MASS-LINK 16 COPY INPUT MEAN END MASS-LINK END RUN P0C4 3/3/2015 5:05:45 PM Page 27 Predeveloped HSPF Message File POC4 3/3/2015 5:05:45 PM Page 28 Mitigated HSPF Message File P0C4 3/3/2015 5:05:45 PM Page 29 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1 (866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com P0C4 3/3/2015 5:05:45 PM Page 30 Pondpack Output (Water Quality Volume Drawdown): Basin 4 Basin 4 Water Quality Volume Drawdown ; 2'^ ?,oo 1.7S 1.50 ? 1.25 I 1.00 0.75 0.5O a 25 0 00 0.875 0.750 0.625 i 0.500 J 0.375 > 0.250 0.125 0.000 9S.25 95 63 95.00 94.3S £ 93.75 c I a 92.50 91.SB 91.25 90.63 V A 90.00 0.000 I— 1 - EXIO - now (Toul In) 1 • EXIO - Flo,. (Iol»l Q.jl) — 1 - EX 10 - Volume — 1 - E» 10 - tUvatjon | QC-Basin 4 Project Summary Title QC-Basin 4 Engineer PDC Company PDC Date 3/12/2015 Notes Bentley Systems, Inc. Haestad Methods Solution Bentley PondPack VSi P0C4.ppc Center [08.11.01.51] 3/13/2015 27 Siemon Company Drive Suite 200 W Page lof 33 Watertown, CT 06795 USA +1-203-755-1666 Table of Contents Master Network Summary 2 1 Time vs. Volume 3 1 Elevation-Area Volume Curve IS Volume Equations 19 Outlet* 1 1(IN) Outlet Input Data 20 Composite Rating Curve 22 Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary 32 Subsection: Master Network Summary QC-Basin 4 Catchments Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (min) Peak Flow (ft3/S) CM-1 EXIO 0 0.000 0.000 0.00 Node Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (min) Peak Flow (ftVs) 0-1 EXIO 0 0.870 0.000 2.10 Pond Summary Label Scenario Return f Hydrograph Time to Peak Peak Flow Maximum Maximum Event Volume (min) ms) Water Pond Storage (years) (ac-ft) Surface (ac-ft) Elevation (ft) 1(IN) EXIO 0 0.000 0.000 0.00 (N/A) (N/A) 1 (OLIT) EXIO 0 0.870 0.000 2.10 95.91 0.866 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [OS.11.01.51] Page 2 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Output Time increment = 1.000 min Time on left represents time for first value in each row. Time Volume Volume Volume Volume Volume (min) (ac-ft) (ac-ft) (ac-ft) (ac-ft) (ac-ft) 0.000 0.870 0.866 0.864 0.861 0.858 5.000 0.855 0.852 0.849 0.846 0.843 10.000 0.840 0.837 0.834 0.832 0.829 15.000 0.826 0.823 0.820 0.817 0.814 20.000 0.812 0.809 0.806 0.803 0.800 25.000 0.797 0.794 0.792 0.789 0.785 30.000 0.783 0.780 0.777 0.774 0.771 35.000 0.769 0.766 0.763 0.760 0.757 40.000 0.755 0.752 0.749 0.745 0.743 45.000 0.740 0.737 0.735 0.732 0.729 50.000 0.725 0.723 0.720 0.718 0.715 55.000 0.712 0.709 0.707 0.704 0.701 60.000 0.698 0.695 0.592 0.590 0.687 65.000 0.684 0.681 0.578 0.575 0.673 70.000 0.670 0.657 0.554 0.662 0.659 75.000 0.656 0.654 0.551 0.648 0,645 80.000 0.642 0.639 0.537 0.534 0,631 85.000 0.628 0.626 0.623 0.520 0,617 90.000 0.615 0.612 0.509 0.605 0,504 95.000 0.601 0.598 0.595 0.592 0.590 100.000 0.587 0.584 0.582 0.579 0.576 105.000 0.574 0.571 0.568 0.565 0.562 110.000 0.560 0.557 0.554 0.551 0.549 115.000 0.546 0.543 0.541 0.538 0.536 120.000 0.533 0.530 0.527 0.525 0.522 125.000 0.519 0.516 0.514 0,511 0.508 130.000 0.506 0.503 0.501 0,498 0.495 135.000 0.492 0.490 0.487 0.484 0.482 140.000 0.479 0.476 0.474 0.471 0.469 145.000 0.466 0.463 0.461 0.458 0,455 150.000 0.453 0.450 0.448 0.445 0,442 155.000 0.440 0.437 0.435 0.432 0.429 160.000 0.427 0,424 0.421 0.419 0.416 165.000 0,414 0,411 0.409 0.406 0.403 170.000 0,401 0.398 0.396 0.393 0.390 175.000 0,388 0.385 0.383 0.380 0.378 180.000 0.375 0.372 0.370 0.367 0.365 185,000 0.362 0.360 0.357 0.355 0.352 190.000 0.350 0.347 0.345 0.342 0.340 195.000 0.337 0.335 0.332 0.330 0.327 200.000 0.325 0.322 0.320 0.317 0.315 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [OS.11.01.51] Page 3 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 205.000 210.000 215.000 220.000 225.000 230.000 235.000 240.000 245.000 250.000 255.000 260.000 255.000 270.000 275.000 280.000 285.000 290.000 295.000 300.000 305.000 310.000 315.000 320.000 325.000 330.000 335.000 340.000 345.000 350.000 355.000 350.000 365.000 370.000 375.000 380.000 385.000 390.000 395,000 400,000 405.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.312 0.300 0.287 0.275 0.263 0.251 0.239 0.227 0.215 0.203 0.191 0.180 0.168 0.157 0.145 0.134 0.123 0.112 0.101 0.090 0.080 0.069 0.059 0.049 0.040 0.030 0.021 0.013 0.005 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.310 0.297 0.285 0.273 0.260 0.248 0.236 0.224 0.213 0,201 0,189 0.178 0.165 0.155 0.143 0.132 0.121 0.110 0.099 0.088 0.078 0.067 0.057 0.047 0.038 0.028 0.019 0.011 0.003 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.307 0.295 0.282 0.270 0.258 0.245 0.234 0.222 0.210 0.199 0.187 0.175 0.164 0.152 0.141 0.130 0.119 0.108 0.097 0.085 0.076 0.065 0.055 0.045 0.035 0.026 0.018 0.009 0.002 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.305 0.292 0.280 0.268 0.255 0.244 0.232 0.220 0.208 0,196 0,184 0.173 0.161 0.150 0.139 0.127 0.115 0.105 0.095 0.084 0.074 0.063 0.053 0.043 0.034 0.025 0.016 0.008 0.001 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.302 0.290 0.278 0.265 0.253 0.241 0.229 0,217 0,206 0.194 0.182 0.171 0.159 0.148 0.137 0.125 0.114 0.103 0.093 0.082 0.071 0.061 0.051 0.041 0.032 0.023 0.014 0.006 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [OS.11.01.51] Page 4 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 410.000 415.000 420.000 425.000 430.000 435.000 440.000 445.000 450.000 455.000 460.000 455.000 470.000 475.000 480.000 485.000 490.000 495.000 500.000 505.000 510.000 515.000 520.000 525.000 530.000 535.000 540.000 545.000 550.000 555.000 560.000 565.000 570.000 575.000 580.000 585.000 590.000 595.000 600.000 605.000 610.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POC4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 5 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 615.000 620.000 625.000 530.000 535.000 640.000 645.000 550.000 655.000 660.000 665,000 570.000 675.000 680.000 685.000 690.000 695.000 700.000 705.000 710,000 715.000 720.000 725.000 730.000 735.000 740.000 745.000 750.000 755.000 760.000 765.000 770.000 775.000 780.000 785.000 790,000 795,000 800,000 805.000 810.000 815,000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 6 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Retum Event: 100 years Storm Event: Time Time (min) 820.000 825.000 830.000 835.000 840.000 845.000 850.000 855.000 860.000 865.000 870.000 875.000 880.000 885.000 890.000 895.000 900.000 905.000 910.000 915.000 920.000 925.000 930.000 935.000 940.000 945.000 950.000 955.000 960.000 965.000 970.000 975.000 980.000 985.000 990.000 995.000 1,000.000 1,005.000 1,010.000 1,015.000 1,020.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 7 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 1,025.000 1,030.000 1,035.000 1,040.000 1,045.000 1,050.000 1,055.000 1,060.000 1,065.000 1,070.000 1,075.000 1,080.000 1,085.000 1,090.000 1,095.000 1,100.000 1,105.000 1,110.000 1,115.000 1,120.000 1,125.000 1,130.000 1,135.000 1,140.000 1,145.000 1,150.000 1,155.000 1,160.000 1,165.000 1,170.000 1,175,000 1,180.000 1,185.000 1,190.000 1,195.000 1,200.000 1,205.000 1,210.000 1,215.000 1,220.000 1,225.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page S of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 1,230.000 1,235.000 1,240.000 1,245.000 1,250.000 1,255.000 1,250.000 1,265.000 1,270.000 1,275,000 1,280.000 1,285.000 1,290.000 1,295.000 1,300.000 1,305.000 1,310.000 1,315.000 1,320.000 1,325.000 1,330.000 1,335.000 1,340.000 1,345.000 1,350.000 1,355.000 1,350.000 1,355.000 1,370.000 1,375.000 1,380.000 1,385.000 1,390.000 1,395.000 1,400.000 1,405.000 1,410.000 1,415.000 1,420.000 1,425.000 1,430.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POC4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 9 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 1,435.000 1,440.000 1,445.000 1,450.000 1,455.000 1,460.000 1,465.000 1,470.000 1,475.000 1,480.000 1,485.000 1,490.000 1,495.000 1,500.000 1,505.000 1,510.000 1,515.000 1,520.000 1,525.000 1,530.000 1,535.000 1,540.000 1,545.000 1,550.000 1,555.000 1,560.000 1,565.000 1,570.000 1,575.000 1,580.000 1,585.000 1,590.000 1,595.000 1,500.000 1,505.000 1,510.000 1,615,000 1,620,000 1,625.000 1,630.000 1,635.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 10 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 1,640.000 1,545.000 1,650.000 1,655.000 1,660.000 1,665.000 1,670.000 1,575.000 1,580.000 1,585.000 1,690.000 1,695.000 1,700.000 1,705.000 1,710.000 1,715.000 1,720.000 1,725.000 1,730.000 1,735.000 1,740.000 1,745.000 1,750.000 1,755.000 1,760.000 1,755.000 1,770.000 1,775.000 1,780.000 1,785.000 1,790.000 1,795.000 1,800.000 1,805.000 1,810.000 1,815.000 1,820.000 1,825,000 1,830,000 1,835.000 1,840.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume Xac-ft) 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 11 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 1,845.000 1,850.000 1,855.000 1,850.000 1,865.000 1,870.000 1,875.000 1,880.000 1,885.000 1,890.000 1,895.000 1,900.000 1,905.000 1,910.000 1,915.000 1,920.000 1,925.000 1,930.000 1,935.000 1,940.000 1,945.000 1,950.000 1,955,000 1,960,000 1,965.000 1,970,000 1,975,000 1,980.000 1,985.000 1,990.000 1,995.000 2,000.000 2,005.000 2,010.000 2,015.000 2,020.000 2,025.000 2,030.000 2,035.000 2,040.000 2,045.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0,000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [OS.11.01.51] Page 12 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 2,050.000 2,055.000 2,060.000 2,065.000 2,070.000 2,075.000 2,080.000 2,085.000 2,090.000 2,095.000 2,100.000 2,105.000 2,110.000 2,115.000 2,120.000 2,125.000 2,130.000 2,135.000 2,140.000 2,145.000 2,150,000 2,155.000 2,160.000 2,165.000 2,170.000 2,175.000 2,180.000 2,185.000 2,190.000 2,195.000 2,200.000 2,205.000 2,210,000 2,215,000 2,220,000 2,225,000 2,230,000 2,235,000 2,240.000 2,245.000 2,250.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0,000 0,000 0.000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 13 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 2,255.000 2,260.000 2,265.000 2,270.000 2,275.000 2,280.000 2,285.000 2,290.000 2,295.000 2,300.000 2,305.000 2,310.000 2,315.000 2,320.000 2,325.000 2,330.000 2,335.000 2,340.000 2,345.000 2,350.000 2,355.000 2,350.000 2,365.000 2,370.000 2,375.000 2,380.000 2,385.000 2,390.000 2,395.000 2,400.000 2,405.000 2,410.000 2,415.000 2,420.000 2,425.000 2,430.000 2,435.000 2,440.000 2,445.000 2,450.000 2,455.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) . 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 14 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 2,460.000 2,465.000 2,470.000 2,475,000 2,480,000 2,485,000 2,490,000 2,495.000 2,500.000 2,505.000 2,510.000 2,515.000 2,520.000 2,525.000 2,530.000 2,535.000 2,540.000 2,545.000 2,550.000 2,555.000 2,560.000 2,565,000 2,570,000 2,575.000 2,580.000 2,585.000 2,590.000 2,595.000 2,500.000 2,605.000 2,610.000 2,615.000 2,520.000 2,625.000 2,630.000 2,635.000 2,640.000 2,645.000 2,650.000 2,655.000 2,660.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 15 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 2,665.000 2,670.000 2,675.000 2,680.000 2,685.000 2,690.000 2,595.000 2,700,000 2,705.000 2,710.000 2,715.000 2,720.000 2,725.000 2,730.000 2,735.000 2,740.000 2,745.000 2,750.000 2,755.000 2,760.000 2,755.000 2,770.000 2,775.000 2,780.000 2,785.000 2,790,000 2,795.000 2,800.000 2,805.000 2,810.000 2,815.000 2,820.000 2,825.000 2,830.000 2,835.000 2,840.000 2,845.000 2,850.000 2,855.000 2,860.000 2,855.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0,000 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi (08.11.01.51] Page 16 of 33 QC-Basin 4 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Output Time increment = 1.000 min Time on left represents time for first value in each row. Time Volume Volume Volume Volume Volume (min) (ac-ft) (ac-ft) (ac-ft) (ac-ft) (ac-fl) 2,870.000 0.000 0.000 0.000 0.000 0.000 2,875.000 0.000 0.000 0.000 0.000 0.000 2,880.000 0.000 0.000 0.000 0.000 0.000 2,885.000 0.000 0.000 0.000 0.000 0.000 2,890.000 0.000 0.000 0.000 0.000 0.000 2,895.000 0.000 0.000 0.000 0.000 0.000 2,900.000 0.000 0.000 0.000 0.000 0.000 2,905.000 0.000 0.000 0.000 0.000 0.000 2,910.000 0.000 0.000 0.000 0.000 0.000 2,915.000 0.000 0.000 0.000 0.000 0,000 2,920.000 0.000 0.000 0.000 0.000 0.000 2,925.000 0.000 0.000 0,000 0.000 0.000 2,930.000 0.000 0.000 0,000 0.000 0.000 2,935.000 0.000 0.000 0.000 0.000 0,000 2,940.000 0.000 0.000 0.000 0.000 0,000 2,945.000 0.000 0.000 0.000 0.000 0,000 2,950.000 0.000 0.000 0,000 0.000 0.000 2,955.000 0,000 0.000 0,000 0.000 0.000 2,960.000 0,000 0.000 0.000 0.000 0.000 2,965.000 0,000 0.000 0.000 0.000 0.000 2,970.000 0.000 0.000 0.000 0.000 0.000 2,975.000 0.000 0.000 0.000 0.000 0.000 2,980.000 0.000 0.000 0.000 0.000 0.000 2,985.000 0.000 0.000 0.000 0.000 0.000 2,990.000 0.000 0.000 0.000 0.000 0.000 2,995.000 0.000 0.000 0.000 0.000 0.000 3,000.000 0.000 (N/A) (N/A) (N/A) (N/A) P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 17 of 33 Subsection: Label: 1 QC-Basin 4 Elevation-Area Volume Curve Return Event: 100 years Storm Event: Elevation Planimeter Area Al+A2+sqr Volume Volume (Total) (ft) (ft^) (A1*A2) (ac-ft) (ac-fl) m 90.20 0.0 9.880 0.000 0.000 0.000 91.50 0.0 209.282 264.634 0.003 0.003 92.70 0.0 2,543.170 3,482.000 0.032 0.035 93.00 0.0 3,038.000 8,360.765 0.019 0.054 94.00 0.0 10,208.900 18,815.979 0.144 0.198 95.00 0.0 13,408.310 35,316.958 0,270 0.468 96.00 0.0 26,431.710 58,565.656 0.449 0.917 97.00 0.0 33,354.660 89,478.458 0.585 1.502 98.00 0.0 38,999.500 108,420.974 0.830 2.431 100.00 0,0 44,394.570 125,003.757 1.913 4.344 102.00 0.0 51,297.830 143,413.937 2,195 6.539 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 18 of 33 QC-Basin 4 Subsection: Volume Equations Return Event: 100 years •-abel: 1 Storm Event: Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal + Area2 + sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley Systems, Inc Haestad Methods Solution Bentley PondPack VSi Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 P0C4.ppc Center [08110151] 3/13/2015 27 Siemon Company Drive Suite 200 W Page 19 of 33 QC-Basin 4 Subsection: Outlet Input Data Label: Outlet* 1 Return Event: 100 years Storm Event: Requested Pond Water Surface Elevations Minimum (Headwater) 90.20 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 102.00 ft Outlet Connectivity structure Tyjie Outlet ID Direction Outfall El E2 (ft) (ft) Orifice-Circular Orifice -1 Forward TW 90.20 102.00 Orifice-Circular Orifice - 2 Forward TW 95.80 102.00 Rectangular Weir Weir -1 Forward TW 98.50 102.00 Tailwater Settings Tailwater (N/A) (N/A) P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 20 of 33 QC-Basin 4 Subsection: Outlet Input Data Label: Outlet#l Return Event: 100 years Storm Event: Structure ID: Orifice -1 structure Type: Orifice-Circular Number of Openings Elevation Orifice Diameter Orifice Coefficient Structure ID: Weir-1 Structure Type: Rectangular Weir 2 90.20 ft 3.9 in 0.670 Number of Openings Elevation Weir Length Weir Coefficient Structure ID: Orifice-2 Structure Type: Orifice-Circular 98.50 ft 9.20 ft 3.00 (ft'^0.5)/s Number of Openings Elevation Orifice Diameter Orifice Coefficient 96.80 ft 6.0 in 0.570 Structure ID: TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance (Minimum) 0.01 ft Tailwater Tolerance (Maximum) 0.50 ft Headwater Tolerance (Minimum) 0.01ft Headwater Tolerance (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ftVs Flow Tolerance (Maximum) 10.000 ft3/s POC4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 21 of 33 Subsection: Composite Rating Curve Label: Outlet#l QC-Basin 4 Return Event: 100 years Storm Event: Composite Outflow Summary Water Surface Flow Tailwater Elevation Convergence Error Elevation ms) (ft) (ft) (ft) 90.20 0.00 (N/A) 0.00 90.30 0.04 (N/A) 0.00 90.40 0.13 (N/A) 0.00 90.50 0.27 (N/A) 0.00 90.60 0.43 (N/A) 0.00 90.70 0.52 (N/A) 0.00 90,80 0.59 (N/A) 0.00 90.90 0.55 (N/A) 0.00 91.00 0.71 (N/A) 0.00 91.10 0.77 (N/A) 0.00 91.20 0.82 (N/A) 0.00 91.30 0.86 (N/A) 0.00 91.40 0.91 (N/A) 0.00 91.50 0.95 (N/A) 0.00 91.60 0.99 (N/A) 0.00 91.70 1.03 (N/A) 0.00 91.80 1.07 (N/A) 0.00 91.90 1.11 (N/A) 0.00 92.00 1.14 (N/A) 0.00 92.10 1.18 (N/A) 0.00 92.20 1.21 (N/A) 0.00 92.30 1.24 (N/A) 0.00 92.40 1.27 (N/A) 0.00 92.50 1.30 (N/A) 0.00 92.60 1.33 (N/A) 0.00 92.70 1.36 (N/A) 0.00 92.80 1.39 (N/A) 0.00 92.90 1.42 (N/A) 0.00 93.00 1.45 (N/A) 0.00 93.10 1.48 (N/A) 0.00 93.20 1.50 (N/A) 0.00 93.30 1.53 (N/A) 0.00 93.40 1.55 (N/A) 0.00 93.50 1.58 (N/A) 0.00 93.60 1.60 (N/A) 0.00 93.70 1.63 (N/A) 0.00 93.80 1.65 (N/A) 0.00 93.90 1.68 (N/A) 0.00 94.00 1,70 (N/A) 0.00 94.10 1.72 (N/A) 0.00 94.20 1.75 (N/A) 0.00 94.30 1.77 (N/A) 0.00 94.40 1.79 (N/A) 0.00 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 22 of 33 Subsection: Composite Rating Curve Label: Outlet#l QC-Basin 4 Return Event: 100 years Storm Event: Composite Outflow Summary Water Surfa Elevation (ft) ice Flow Tailwater Elevation Convergence Error ms) (ft) (ft) 94.50 1.81 (N/A) 0.00 94.50 1.84 (N/A) 0.00 94.70 1.85 (N/A) 0.00 94.80 1.88 (N/A) 0.00 94.90 1.90 (N/A) 0.00 95.00 1.92 (N/A) 0.00 95.10 1.94 (N/A) 0.00 95.20 1.96 (N/A) 0.00 95.30 1.98 (N/A) 0.00 95.40 2.00 (N/A) 0.00 95.50 2.02 (N/A) 0.00 95.60 2.04 (N/A) 0.00 95.70 2.06 (N/A) 0.00 95.80 2.08 (N/A) 0.00 95.90 2.10 (N/A) 0.00 96.00 2.12 (N/A) 0.00 96.10 2.14 (N/A) 0.00 95.20 2.15 (N/A) 0.00 95.30 2.17 (N/A) 0.00 95.40 2.19 (N/A) 0.00 95.50 2.21 (N/A) 0.00 95.60 2.23 (N/A) 0.00 96.70 2.24 (N/A) 0.00 96.80 2.26 (N/A) 0.00 96.90 2.30 (N/A) 0.00 97.00 2.39 (N/A) 0.00 97.10 2.50 (N/A) 0.00 97.20 2.65 (N/A) 0,00 97.30 2.88 (N/A) 0.00 97.40 2.99 (N/A) 0.00 97.50 3.09 (N/A) 0.00 97.50 3.18 (N/A) 0.00 97.70 3.27 (N/A) 0.00 97.80 3.35 (N/A) 0.00 97.90 3.42 (N/A) 0.00 98.00 3.49 (N/A) 0.00 98.10 3.55 (N/A) 0.00 98.20 3.63 (N/A) 0.00 98.30 3.69 (N/A) 0.00 98.40 3.75 (N/A) 0.00 98.50 3.81 (N/A) 0.00 98.60 4.75 (N/A) 0.00 98.70 6.40 (N/A) 0.00 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 23 of 33 Subsection: Composite Rating Curve Label: Outlet* 1 QC-Basin 4 Return Event: 100 years Storm Event: Composite Outflow Summary Water Surface Elevation (ft) Flow ms) Tailwater Elevation (ft) Convergence Error (ft) 98.80 8.52 (N/A) 0.00 98,90 11.02 (N/A) 0,00 99.00 13.85 (N/A) 0,00 99.10 16.97 (N/A) 0.00 99.20 20.36 (N/A) 0.00 99.30 24.00 (N/A) 0.00 99.40 27.86 (N/A) 0.00 99.50 31.95 (N/A) 0.00 99.60 36.24 (N/A) 0.00 99.70 40.72 (N/A) 0.00 99.80 45.40 (N/A) 0,00 99.90 50.25 (N/A) 0.00 100.00 55.29 (N/A) 0.00 100.10 60.48 (N/A) 0.00 100.20 65.85 (N/A) 0.00 100.30 71.37 (N/A) 0.00 100.40 77.04 (N/A) 0.00 100.50 82.86 (N/A) 0.00 100.60 88,83 (N/A) 0.00 100.70 94,95 (N/A) 0.00 100.80 101.20 (N/A) 0.00 100.90 107.58 (N/A) 0.00 101.00 114.10 (N/A) 0.00 101.10 120.76 (N/A) 0.00 101.20 127.53 (N/A) 0.00 101,30 134.44 (N/A) 0.00 101.40 141.47 (N/A) 0.00 101.50 148.62 (N/A) 0.00 101.60 155.88 (N/A) 0.00 101.70 163.27 (N/A) 0.00 101.80 170,77 (N/A) 0.00 101.90 178,39 (N/A) 0.00 102.00 185.11 (N/A) 0.00 Contributing Structures None Contributing Orifice -1 Orifice -1 Orifice -1 Orifice -1 Orifice -1 Orifice -1 Orifice -1 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 24 of 33 QC-Basin 4 Subsection: Composite Rating Curve Label: Outlet* 1 Return Event: 100 years Storm Event: Composite Outfiow Summary Contributing Structures Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 25 of 33 QC-Basin 4 Subsection: Composite Rating Curve Label: Outlet* 1 Return Event: 100 years Storm Event: Composite Outfiow Contributing Summary Structures Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice -1 I + Orifice -2 Orifice - ] I + Orifice -2 Orifice -1 L + Orifice -2 Orifice - ] L + Orifice -2 Orifice - ] L -1- Orifice -2 Orifice -L -1- Orifice -2 Orifice -L -1- Orifice -2 Orifice -L + Orifice -2 Orifice -L + Orifice -2 Orifice -I + Orifice -2 Orifice -L + Orifice -2 Orifice - ] I + Orifice -2 Orifice - ] I + Orifice -2 Orifice - ] L + Orifice -2 Orifice - ] L + Orifice -2 Orifice - ] L + Orifice -2 Orifice - 1 L -1- Oriflce -2 + Weir - Orifice - ] L + Orifice -2 + Weir - Orifice - ] L + Orifice -2 -1- Weir - Orifice - ] I -1- Orifice -2 + Weir - Orifice - ] I + Orifice -2 + Weir - Orifice - ] L + Orifice -2 -1- Weir - Orifice - ] L -1- Orifice -2 + Weir - Orifice - ] L + Orifice -2 + Weir - Orifice - ] L + Orifice -2 -1- Weir - Orifice - ] i + Orifice -2 + Weir - Orifice - ] L + Orifice -2 + Weir - Orifice - ] I + Orifice -2 H- Weir - Orifice - ] t + Orifice -2 + Weir - POC4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 26 of 33 QC-Basin 4 Subsection: Composite Rating Curve Label: Outlet* 1 Return Event: 100 years Storm Event: Composite Outflow Contributing Summary Structures Orifice -1 + Oriflce -2 Orifice -1 + Oriflce -2 Orifice -1 + Orifice -2 Oriflce -1 + Oriflce -2 Orifice -1 + Orifice -2 Orifice -1 + Oriflce -2 Orifice -1 -1- Oriflce -2 Oriflce -1 + Orifice -2 Oriflce -1 + Oriflce -2 Orifice -1 + Oriflce -2 Orifice -1 + Oriflce -2 Orifice -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Orifice -2 Oriflce -1 + Oriflce -2 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 27 of 33 QC-Basin 4 Subsection: Elevation-Volume-Flow Table (Pond) Label: 1 Return Event: 100 years Storm Event: Infiltration Infiltration Method (Computed) No Infiltration Initial Conditions Elevation (Water Surface, Initial) 95.92 fl: Volume (Initial) 0.870 ac-ft Flow (Initial Outlet) 2.10 ft^/s Flow (Initial Infiltration) 0.00 ft3/s Flow (Initial, Total) 2.10 ftVs Time Increment 1.000 min Elevation Outflow Storage Area Infiltration Flow (Total) 2S/t -1- 0 (ft) (ftVs) (ac-ft) (ft^) ms) (ftVs) (ftVs) 90.20 0.00 0.000 9.880 0.00 0,00 0.00 90.30 0.04 0.000 16.114 0.00 0.04 0.08 90.40 0.13 0.000 23.866 0.00 0.13 0.24 90.50 0.27 0.000 33.135 0.00 0,27 0,48 90.60 0.43 0.000 43.922 0.00 0.43 0,77 90.70 0.52 0.000 56.225 0.00 0,52 1.02 90.80 0.59 0.000 70.047 0.00 0.59 1.30 90.90 0.65 0.001 85.385 0.00 0,65 1.62 91.00 0.71 0.001 102.241 0.00 0.71 1.99 91.10 0.77 0.001 120,615 0.00 0.77 2.42 91.20 0.82 0.001 140.506 0.00 0.82 2.90 91.30 0.86 0.002 151.914 0.00 0.86 3.45 91.40 0.91 0.002 184,839 0.00 0.91 4.07 91.50 0.95 0.003 209,282 0.00 0.95 4.77 91.60 0.99 0.003 304.975 0.00 0.99 5.67 91.70 1.03 0.004 418.630 0.00 1.03 6.91 91.80 1.07 0.005 550,250 0.00 1.07 8.55 91.90 1.11 0.007 699.832 0.00 1.11 10.67 92.00 1.14 0.008 867.378 0.00 1.14 13.31 92.10 1.18 0.011 1,052.887 0.00 1.18 16.54 92.20 1.21 0.013 1,256.359 0.00 1.21 20.42 92.30 1.24 0.016 1,477.795 0.00 1.24 25.00 92.40 1.27 0.020 1,717.194 0.00 1.27 30.35 92.50 1.30 0.024 1,974.556 0.00 1.30 36.53 92.60 1.33 0.029 2,249.881 0.00 1.33 43.60 92.70 1.36 0.035 2,543.170 0,00 1.36 51.61 92.80 1.39 0.041 2,703.229 0,00 1.39 60.38 92.90 1.42 0.047 2,868.172 0.00 1.42 69.70 93.00 1.45 0.054 3,038.000 0,00 1.45 79.57 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 28 of 33 QC-Basin 4 Subsection: Elevation-Volume-Flow Table (Pond) Label: 1 Return Event: 100 years Storm Event: Elevation (ft) 93.10 93.20 93.30 93.40 93.50 93.60 93.70 93.80 93.90 94.00 94.10 94.20 94.30 94.40 94.50 94.60 94.70 94.80 94.90 95.00 95.10 95.20 95.30 95.40 95.50 95.60 95.70 95.80 95.90 96.00 95.10 96.20 96.30 96.40 96.50 95.50 95.70 95.80 95.90 97.00 97.10 97.20 97.30 Outflow ms) 1.48 1.50 1.53 1.55 1.58 1.60 1.63 1.65 1.68 1.70 1.72 1.75 1.77 1.79 1.81 1.84 1.86 1.88 1.90 1.92 1.94 1.96 1.98 2.00 2.02 2.04 2.06 2.08 2.10 2.12 2.14 2.15 2.17 2.19 2.21 2.23 2.24 2.25 2.30 2.39 2.50 2.65 2.88 Storage (ac-fl:) 0.061 0.070 0.080 0.092 0.105 0.120 0.137 0.155 0.175 0.198 0.222 0.245 0.271 0.297 0.324 0.351 0.379 0.408 0.438 0.458 0.500 0.535 0.572 0.612 0.655 0.701 0.750 0.802 0.858 0.917 0.978 1.041 1.105 1.172 1.239 1.309 1.379 1.452 1.525 1.502 1.679 1.757 1.837 Area (ft^) 3,555.303 4,134.781 4,746.434 5,400.262 6,096.264 5,834.442 7,614.794 8,437.321 9,302.023 10,208.900 10,509.247 10,813.948 11,123.003 11,435.412 11,754.176 12,076.294 12,402.767 12,733.594 13,058.775 13,408.310 14,513.663 15,662.790 16,855.693 18,092.370 19,372.823 20,697.050 22,065.053 23,476.830 24,932.383 25,431.710 27,087.809 27,751.952 28,424.139 29,104.368 29,792.642 30,488.958 31,193.319 31,905.722 32,625.159 33,354.550 33,899.295 34,448.343 35,001.800 Inflitration ms) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Flow (Total) ms) 1.48 1.50 1.53 1.55 1.58 1.60 1.63 1.55 1.68 1.70 1.72 1.75 1.77 1.79 1.81 1.84 1.85 1.88 1.90 1.92 1.94 1.96 1.98 2.00 2.02 2.04 2.06 2.08 2.10 2.12 2.14 2.15 2.17 2.19 2.21 2.23 2.24 2.26 2.30 2.39 2.50 2.65 2.88 2S/t + O ms) 90.59 103.44 118.25 135.18 154.35 175.92 200.01 226.78 256.35 288.89 323.44 359.00 395.58 433.20 471.87 511.61 552.43 594.34 637.37 581.52 728.06 778.36 832.57 890.82 953.27 1,020.06 1,091.34 1,167.25 1,247.94 1,333.55 1,422.77 1,514.18 1,607.83 1,703.72 1,801.90 1,902.39 2,005.21 2,110.39 2,217.98 2,328.03 2,440.23 2,554.29 2,670.27 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 29 of 33 QC-Basin 4 Subsection: Elevation-Volume-Flow Table (Pond) Label: 1 Return Event: 100 years Storm Event: Elevation (ft) 97.40 97.50 97.60 97.70 97.80 97.90 98.00 98,10 98.20 98.30 98.40 98.50 98.60 98.70 98.80 98.90 99.00 99.10 99.20 99.30 99.40 99.50 99.60 99.70 99.80 99.90 100.00 100.10 100.20 100.30 100.40 100.50 100.60 100.70 100.80 100.90 101.00 101.10 101.20 101.30 101.40 101.50 101,60 Outflow ms) 2.99 3.09 3.18 3.27 3.35 3.42 3.49 3.56 3.63 3,69 3.75 3.81 4.75 6.40 8.52 11.02 13.85 16.97 20.35 24.00 27.86 31.95 36.24 40.72 45.40 50.25 55.29 60.48 55.85 71.37 77,04 82,86 88,83 94,95 101,20 107.58 114.10 120.76 127.53 134.44 141.47 148.62 155.88 Storage (ac-ft) 1.918 2.000 2.084 2.169 2.255 2.342 2.431 2.521 2.612 2.703 2.794 2.887 2.979 3.073 3.167 3,262 3,357 3.453 3.549 3.647 3.744 3.843 3.942 4.042 4.142 4.243 4.344 4.447 4.550 4.654 4.758 4.864 4.970 5.077 5.184 5.293 5.402 5.512 5.623 5.735 5.847 5,961 6,075 Area (ft^) 35,559,568 36,121.947 36,688.536 37,259.736 37,835.247 38,415.168 38,999.500 39,260.955 39,523.284 39,786.487 40,050.563 40,315,512 40,581,335 40,848,031 41,115,601 41,384.044 41,653.361 41,923.551 42,194.615 42,466.552 42,739.363 43,013.047 43,287.605 43,563.036 43,839.340 44,116.518 44,394.570 44,727.890 45,062.457 45,398.270 45,735.330 46,073.636 46,413.190 46,753.989 47,096.036 47,439.329 47,783.869 48,129.655 48,476.688 48,824.957 49,174.494 49,525.266 49,877.286 Infiltralion ms) 0.00 0.00 0.00 0,00 0,00 0,00 0,00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0,00 0,00 0.00 0.00 0,00 0.00 0,00 0,00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Flow (Total) ms) , 2.99 3.09 3.18 3.27 3.35 3.42 3.49 3.55 3.63 3.69 3.75 3.81 4.75 6.40 8.52 11.02 13.85 15.97 20.36 24.00 27.86 31.95 36.24 40.72 45.40 50.25 55.29 60.48 55.85 71.37 77.04 82.86 88.83 94.95 101.20 107.58 114.10 120.76 127.53 134.44 141.47 148.52 155.88 2S/t + 0 ms) 2,787.98 2,907.55 3,028.99 3,152.32 3,277,56 3,404.72 3,533,81 3,664,31 3,795,69 3,927.93 4,061,06 4,195.06 4,330.82 4,468.19 4,606.92 4,745.92 4,888.14 5,030.55 5,174.14 5,318.88 5,464.76 5,511.75 5,759.88 5,909.12 6,059.47 6,210.92 6,363.47 6,517.20 6,672.21 6,828.50 6,986.06 7,144.90 7,305.02 7,466.41 7,629.07 7,793,02 7,958.25 8,124.75 8,292.54 8,461.61 8,531.97 8,803.62 8,975.55 P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 30 of 33 QC-Basin 4 Subsection: Elevation-Volume-Fiow Table (Pond) Label: 1 Return Event: 100 years Storm Event: Elevation (ft) 101.70 101.80 101.90 102.00 Outflow Storage Area Infiltralion Flow (Total) 2S/1 + 0 (ftVs) (ac-ft) m (ft^s) (ftVs) (ftVs) 153.27 5.190 50,230.552 0.00 153.27 9,150.79 170.77 5.305 50,585,065 0.00 170.77 9,326.32 178.39 5.422 50,940.824 0.00 178.39 9,503.14 186.11 6.539 51,297.830 0.00 185.11 9,581.27 P0C4.PPC 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 31 of 33 QC-Basin 4 Subsection: Level Pool Pond Routing Summary Label: 1 (IN) Return Event: 100 years Storm Event: Infiltration Inflitration Method (Computed) No Infiltration Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Inflitration) Flow (Initial, Total) Time Increment 95.92 ft 0.870 ac-ft 2.10 ft3/s 0.00 ftVs 2.10 ft^s 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) Flow (Peak Outlet) 0.00 ft^/s Time to Peak (Flow, In) 0.000 min 2.10 ft^/s Time lo Peak (Flow, Outlet) 0.000 min Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) Volume (Initial) Volume (Total inflow) Volume (Total Inflitration) Volume (Total Outlet Outflow) Volume (Retained) Volume (Unrouted) Error (Mass Balance) 95.91 fl: 0.866 ac-ft 0.870 ac-ft 0.000 ac-ft 0.000 ac-ft 0.870 ac-ft 0.000 ac-ft 0.000 ac-fl: 0.0 % P0C4.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 32 of 33 QC-Basin 4 Index 1 1 (Elevalion-Area Volume Curve)... 1 (Elevation-Area Volume Curve, 100 years)...18 1 (Elevatlon-Volume-Flow Table (Pond))... 1 (Elevalion-Volume-Flow Table (Pond), 100 years)...28, 29, 30, 31 1 (IN) (Level Pool Pond Routing Summary)... 1 (IN) (Level Pool Pond Routing Summary, 100 years)...32 1 (Time vs. Volume)... 1 (Time vs. Volume, 100 years)...3,4, 5, 6, 7, 8,9,10,11,12,13,14,15,15,17 1 (Volume Equations)... 1 (Volume Equations, 100 years)... 19 M Master Network Summary...2 0 Oullet#l (Composite Rating Curve)... Outlel#l (Composite Rating Curve, 100 years)...22, 23, 24, 25, 25, 27 Outlel#l (Outlet Input Data)... Outlet#l (Outlet Input Data, 100 years)...20, 21 Bentley Systems, Inc. Haestad Methods Solution Bentley PondPack VSI P0C4.PPC Center [08.11.01.51] 3/13/2015 27 Siemon Company Drive Suite 200 W Page 33 of 33 Watertown, CT 06795 USA +1-203-755-1666 SDHM Output: Basin 5 I I I I SDHM PROJEiCT REPORT General Model Information Project Name: Site Name: Site Address: City: Report Date: Gage: Data Start: Data End: Timestep: Precip Scale: Version: POCS Quarry Creek-5 3/3/2015 OCEANSID 10/01/1959 09/30/2004 Hourly 1.00 2013/04/05 POC Thresholds Low Flow Threshold for POCl High Flow Threshold for POCl: 50 Percent of the 2 Year 10 Year Low Flow Threshold for P0C2: High Flow Threshold for P0C2: 10 Percent of the 2 Year 10 Year P0C5 3/3/2015 5:37:37 PM Page 2 Landuse Basin Data Predeveloped Land Use Basin 5 Bypass: No Groundwater: No Pervious Land Use Acres D,Grass,FLAT(0-5%) 0.38 D,Grass,MOD(5-10%) 0.96 D,Grass,STEEP(10-20 6.38 Pervious Total 7.72 Impervious Land Use Acres Impervious Total 0 Basin Total 7.72 Element Flows To: Surface Interflow Groundwater POC5 3/3/2015 5:37:37 PM Page 3 Mitigated Land Use Basin 5 Bypass: No Groundwater: No Pervious Land Use Acres D,Grass,FLAT(0-5%) 2.1 D,Grass,STEEP(10-20 0.15 Pervious Total 2.25 Impervious Land Use Acres IMPERVIOUS-FLAT 5.47 Impervious Total 5.47 Basin Total 7.72 Element Flows To: Surface SSD Table 1 Interflow SSD Table 1 Groundwater POC5 3/3/2015 5:37:37 PM Page 4 Routing Elements Predeveloped Routing I POC5 3/3/2015 5:37:37 PM Page 5 Mitigated Routing SSD Table 1 Depth: Element Flows To: Outlet 1 7.5 ft. Outlet 2 SSD Table Hydraulic Table Stage Area Volume (ft) (ac) (ac-ft) Manual NotUsed NotUsed NotUsed NotUsed 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.400 0.005 0.001 0.180 0.000 0.000 0.000 0.000 0.600 0.010 0.002 0.240 0.000 0.000 0.000 0.000 0.700 0.012 0.003 0.270 0.000 0.000 0.000 0.000 0.800 0.016 0.005 0.290 0.000 0.000 0.000 0.000 0.900 0.020 0.006 0.310 0.000 0.000 0.000 0.000 1.000 0.024 0.009 0.330 0.000 0.000 0.000 0.000 1.100 0.025 0.011 0.350 0.000 0.000 0.000 0.000 1.200 0.027 0.014 0.370 0.000 0.000 0.000 0.000 1.300 0.029 0.017 0.390 0.000 0.000 0.000 0.000 1.400 0.032 0.020 0.400 0.000 0.000 0.000 0.000 1.500 0.034 0.023 0.420 0.000 0.000 0.000 0.000 1.600 0.036 0.026 0.430 0.000 0.000 0.000 0.000 1.700 0.038 0.030 0.450 0.000 0.000 0.000 0.000 1.800 0.041 0.034 0.460 0.000 0.000 0.000 0.000 1.900 0.043 0.038 0.480 0.000 0.000 0.000 0.000 2.000 0.045 0.043 0.490 0.000 0.000 0.000 0.000 2.100 0.048 0.047 0.500 0.000 0.000 0.000 0.000 2.200 0.051 0.052 0.510 0.000 0.000 0.000 0.000 2.300 0.053 0.057 0.530 0.000 0.000 0.000 0.000 2.400 0.056 0.063 0.540 0.000 0.000 0.000 0.000 2.500 0.059 0.069 0.550 0.000 0.000 0.000 0.000 2.600 0.066 0.075 0.560 0.000 0.000 0.000 0.000 2.700 0.072 0.082 0.570 0.000 0.000 0.000 0.000 2.800 0.079 0.089 0.590 0.000 0.000 0.000 0.000 2.900 0.087 0.098 0.600 0.000 0.000 0.000 0.000 3.000 0.095 0.107 0.610 0.000 0.000 0.000 0.000 3.100 0.103 0.117 0.620 0.000 0.000 0.000 0.000 3.200 0.111 0.127 0.630 0.000 0.000 0.000 0.000 3.300 0.120 0.139 0.640 0.000 0.000 0.000 0.000 3.400 0.129 0.151 0.650 0.000 0.000 0.000 0.000 3.500 0.138 0.165 0.660 0.000 0.000 0.000 0.000 3.600 0.148 0.179 0.670 0.000 0.000 0.000 0.000 3.700 0.158 0.194 0.680 0.000 0.000 0.000 0.000 3.800 0.169 0.211 0.690 0.000 0.000 0.000 0.000 3.900 0.179 0.228 0.700 0.000 0.000 0.000 0.000 4.000 0.190 0.247 0.700 0.000 0.000 0.000 0.000 4.100 0.202 0.266 0.710 0.000 0.000 0.000 0.000 4.200 0.213 0.287 0.720 0.000 0.000 0.000 0.000 4.300 0.225 0.309 0.730 0.000 0.000 0.000 0.000 4.400 0.238 0.332 0.740 0.000 0.000 0.000 0.000 4.500 0.250 0.356 0.750 0.000 0.000 0.000 0.000 4.600 0.266 0.382 0.780 0.000 0.000 0.000 0.000 4.700 0.283 0.410 0.840 0.000 0.000 0.000 0.000 4.800 0.300 0.439 0.910 0.000 0.000 0.000 0.000 P0C5 3/3/2015 5:37:37 PM Page 6 4.900 0.317 0.470 1.010 0.000 0.000 0.000 0.000 5.000 0.335 0.502 1.060 0.000 0.000 0.000 0.000 5.100 0.353 0.537 1.110 0.000 0.000 0.000 0.000 5.200 0.372 0.573 1.150 0.000 0.000 0.000 0.000 5.300 0.391 0.611 1.190 0.000 0.000 0.000 0.000 5.400 0.411 0.651 1.220 0.000 0.000 0.000 0.000 5.500 0.432 0.693 1.260 0.000 0.000 0.000 0.000 5.600 0.435 0.737 2.160 0.000 0.000 0.000 0.000 5.700 0.438 0.780 3.790 0.000 0.000 0.000 0.000 5.800 0.442 0.824 5.890 0.000 0.000 0.000 0.000 5.900 0.445 0.869 8.360 0.000 0.000 0.000 0.000 6.000 0.448 0.913 11.17 0.000 0.000 0.000 0.000 6.100 0.452 0.958 14.27 0.000 0.000 0.000 0.000 6.200 0.455 1.004 17.63 0.000 0.000 0.000 0.000 6.300 0.459 1.049 21.24 0.000 0.000 0.000 0.000 6.400 0.462 1.095 25.08 0.000 0.000 0.000 0.000 6.500 0.465 1.142 29.14 0.000 0.000 0.000 0.000 6.600 0.469 1.188 33.41 0.000 0.000 0.000 0.000 6.700 0.472 1.235 37.87 0.000 0.000 0.000 0.000 6.800 0.476 1.283 42.52 0.000 0.000 0.000 0.000 6.900 0.479 1.331 47.35 0.000 0.000 0.000 0.000 7.000 0.483 1.379 52.36 0.000 0.000 0.000 0.000 7.100 0.486 1.427 57.54 0.000 0.000 0.000 0.000 7.200 0.490 1.476 62.88 0.000 0.000 0.000 0.000 7.300 0.493 1.525 68.37 0.000 0.000 0.000 0.000 7.400 0.497 1.575 74.03 0.000 0.000 0.000 0.000 7.500 0.501 1.625 79.83 0.000 0.000 0.000 0.000 P0C5 3/3/2015 5:37:38 PM Page 7 Analysis Results POC 1 I- J U. 1,62 1 \ ^ . loe^ ioe-3 10E-2 ioe-1 i io loo -I- Predeveloped x Mitigated Predeveloped Landuse Totals for POC #1 Total Pervious Area: 7.72 Total Impervious Area: 0 Mitigated Landuse Totals for POC #1 Total Pervious Area: 2.25 Total Impervious Area: 5.47 Flow Frequency Method: Cunnane Flow Frequency Return Periods for Predeveloped. POC #1 Return Period Flow(cfs) 2 year 1.642581 5 year 3.277763 10 year 4.017761 25 year 4.802844 Flow Frequency Return Periods for Mitigated. POC #1 Return Period Flow(cfs) ^ 2 year 0.765548 5 year 1.089216 10 year 1.229584 25 year 1.730177 POC5 3/3/2015 5:37:38 PM Page 8 Duration Flows The Facility PASSED Flow(cfs) 0.8213 0.8536 0.8859 0.9182 0.9504 0.9827 1.0150 1.0473 .0796 .1119 .1442 .1765 .2087 .2410 .2733 1.3056 1.3379 1.3702 1.4025 1.4348 1.4670 1.4993 1.5316 1.5639 1.5962 1.6285 1.6608 1.6931 1.7253 1.7576 .7899 .8222 .8545 .8868 .9191 .9514 1.9836 2.0159 2.0482 2.0805 2.1128 2.1451 2.1774 2.2097 2.2419 2.2742 2.3065 2.3388 2.3711 2.4034 2.4357 2.4680 2.5002 Predev 117 111 106 102 98 97 94 86 84 79 76 72 72 70 66 63 62 58 54 54 51 51 48 46 45 41 38 35 33 33 30 30 29 28 27 24 24 23 23 22 22 22 21 21 21 19 19 18 18 16 16 16 15 Mit 79 71 63 56 47 40 36 31 30 23 20 15 13 8 8 8 7 7 7 7 6 5 5 5 3 3 3 3 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 Percentage 67 63 59 54 47 41 38 36 35 29 26 20 18 11 12 12 11 12 12 12 11 9 10 10 6 7 7 8 9 9 10 10 6 7 7 8 8 8 8 9 9 9 9 9 9 10 10 11 11 12 12 12 13 Pass/Fall Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass P0C5 3/3/2015 5:37:44 PM Page 9 2.5325 15 2 13 Pass 2.5648 15 2 13 Pass 2.5971 15 2 13 Pass 2.6294 15 2 13 Pass 2.6617 15 2 13 Pass 2.6940 15 2 13 Pass 2.7263 15 2 13 Pass 2.7585 15 2 13 Pass 2.7908 15 2 13 Pass 2.8231 15 2 13 Pass 2.8554 15 2 13 Pass 2.8877 14 2 14 Pass 2.9200 14 2 14 Pass 2.9523 14 2 14 Pass 2.9846 14 2 14 Pass 3.0168 14 2 14 Pass 3.0491 12 2 16 Pass 3.0814 12 2 16 Pass 3.1137 12 2 16 Pass 3.1460 11 2 18 Pass 3.1783 11 2 18 Pass 3.2106 10 2 20 Pass 3.2429 9 2 22 Pass 3.2751 9 2 22 Pass 3.3074 9 2 22 Pass 3.3397 8 2 25 Pass 3.3720 8 2 25 Pass 3.4043 8 2 25 Pass 3.4366 8 2 25 Pass 3.4689 7 2 28 Pass 3.5012 7 2 28 Pass 3.5334 7 2 28 Pass 3.5657 7 2 28 Pass 3.5980 7 2 28 Pass 3.6303 7 2 28 Pass 3.6626 7 2 28 Pass 3.6949 6 2 33 Pass 3.7272 6 2 33 Pass 3.7595 5 2 40 Pass 3.7917 5 2 40 Pass 3.8240 5 2 40 Pass 3.8563 5 2 40 Pass 3.8886 5 1 20 Pass 3.9209 5 1 20 Pass 3.9532 5 1 20 Pass 3.9855 4 1 25 Pass 4.0178 4 1 25 Pass POC5 3/3/2015 5:37:44 PM Page 10 Water Quality Drawdown Time Results P0C5 3/3/2015 5:37:44 PM Page 11 POC 2 I JCunuMwPnMilly I U I a S 19 26 » n 73 K H M M M M.S t» -I- Predeveloped x Mitigated Predeveloped Landuse Totals for POC #2 Total Pervious Area: 0 Total Impervious Area: 0 Mitigated Landuse Totals for POC #2 Total Pervious Area: 0 Total Impervious Area: 0 Flow Frequency Method: Cunnane Flow Frequency Return Periods for Predeveloped. POC #2 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 Flow Frequency Return Periods for Mitigated. POC #2 Return Period Flow(cfs) 2 year 0 5 year 0 10 year 0 25 year 0 P0C5 3/3/2015 5:37:44 PM Page 12 Duration Flows The Facility PASSED Flow(cfs) 0.0000 0.0367 0.0734 0.1101 0.1468 0.1835 0.2202 0.2569 0.2936 0.3303 0.3670 0.4037 0.4404 0.4771 0.5138 0.5505 0.5872 0.6239 0.6606 0.6973 0.7340 0.7707 0.8073 0.8440 0.8807 0.9174 0.9541 0.9908 1.0275 1.0642 1.1009 1.1376 1.1743 1.2110 1.2477 1.2844 1.3211 1.3578 1.3945 1.4312 1.4679 1.5046 1.5413 1.5780 1.6147 1.6514 1.6881 1.7248 1.7615 1.7982 1.8349 1.8716 1.9083 Predev 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Mit 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Percentage 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 Pass/Fail Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass Pass POG5 3/3/2015 5:37:45 PM Page 13 1.9450 0 0 0 Pass 1.9817 0 0 0 Pass 2.0184 0 0 0 Pass 2.0551 0 0 0 Pass 2.0918 0 0 0 Pass 2.1285 0 0 0 Pass 2.1652 0 0 0 Pass 2.2019 0 0 0 Pass 2.2386 0 0 0 Pass 2.2753 0 0 0 Pass 2.3120 0 0 0 Pass 2.3487 0 0 0 Pass 2.3854 0 0 0 Pass 2.4220 0 0 0 Pass 2.4587 0 0 0 Pass 2.4954 0 0 0 Pass 2.5321 0 0 0 Pass 2.5688 0 0 0 Pass 2.6055 0 0 0 Pass 2.6422 0 0 0 Pass 2.6789 0 0 0 Pass 2.7156 0 0 0 Pass 2.7523 0 0 0 Pass 2.7890 0 0 0 Pass 2.8257 0 0 0 Pass 2.8624 0 0 0 Pass 2.8991 0 0 0 Pass 2.9358 0 0 0 Pass 2.9725 0 0 0 Pass 3.0092 0 0 0 Pass 3.0459 0 0 0 Pass 3.0826 0 0 0 Pass 3.1193 0 0 0 Pass 3.1560 0 0 0 Pass 3.1927 0 0 0 Pass 3.2294 0 0 0 Pass 3.2661 0 0 0 Pass 3.3028 0 0 0 Pass 3.3395 0 0 0 Pass 3.3762 0 0 0 Pass 3.4129 0 0 0 Pass 3.4496 0 0 0 Pass 3.4863 0 0 0 Pass 3.5230 0 0 0 Pass 3.5597 0 0 0 Pass 3.5964 0 0 0 Pass 3.6331 0 0 0 Pass POC5 3/3/2015 5:37:45 PM Page 14 Water Quality Drawdown Time Results POC5 3/3/2015 5:37:45 PM Page 15 Model Default Modifications Total of 0 changes have been made. PERLND Changes No PERLND changes have been made. IMPLND Changes No IMPLND changes have been made. P0C5 3/3/2015 5:37:45 PM Page 16 Appendix Predeveloped Schematic Basin i 7.72ac • P0C5 3/3/2015 5:37:45 PM Page 17 Mitigated Schematic f. Htm Basin 7.72ac 5 1 r * t < Basin 7.72ac i ;i llllll HI i j 1 H II 1 HI p iji SSDTj ible 1 P0C5 3/3/2015 5:37:45 PM Page 18 Predeveloped UCI File RUN GLOBAL WWHM4 model simulation START 1959 10 01 RUN INTERP OUTPUT LEVEL RESUME 0 RUN 1 END GLOBAL END 3 0 2004 09 30 UNIT SYSTEM FILES <File> <-ID-> WDM MESSU END FILES <Un#> < 26 POCS.wdm 25 PrePOCS.MES 27 PreP0C5.L61 28 PrePOCS.L62 30 P0CP0C51.dat File Name- * * * OPN SEQUENCE INGRP PERLND 28 PERLND 2 9 PERLND 30 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFOl # - #< 1 Basin 5 END DISPLY-INFOl END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 11 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS >< Name # - # INDELT 00:60 -Title >***TRAN PIVL DIGl MAX FILl PYR DIG2 FIL2 YRND 1 2 30 9 ->NBLKS Unit-systems Printer *** User t-series Engl Metr *** 28 D,Grass,FLAT(0-5%) 29 D,Grass,MOD(5-10%) 30 D,Grass,STEEP(10-20 END GEN-INFO *** Section PWATER*** in out * * * 1 1 1 1 27 0 1 1 1 1 27 0 1 1 1 1 27 0 ACTIVITY <PLS > ************* Active Sections # - 28 29 30 END ACTIVITY ****************************vt ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 0 0 1 0 0 0 0 0 0 0 0 0 POCS 3/3/2015 5:37:45 PM Page 19 PRINT-INFO <PLS > ***************** Print-flags ***************************** piVL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 28 00400000000019 29 0040 0000000019 30 00400000000019 END PRINT-INFO PWAT-PARMl <PLS > PWATER variable monthly parameter value flags # - •• 28 29 30 END PWAT-PARMl CSNO RTOP UZFG VCS VUZ VNN VIFW VIRC VLE INFC HWT 0 1 1 1 0 0 0 0 1 1 0 0 1 1 1 0 0 0 0 1 1 0 0 1 1 1 0 0 0 0 1 1 0 PWAT-PARM2 <PLS > PWATER input info: Part 2 * # - # ***FOREST LZSN INFILT LSUR 28 0 4.8 0.04 200 29 0 4.5 0.03 200 30 0 4.2 0.02 200 END PWAT-PARM2 SLSUR 0. 05 0.1 0 .15 KVARY 3 3 3 AGWRC 0. 92 0. 92 0. 92 PWATER input info: # ***PETMAX PETMIN 35 35 35 30 30 30 Part 3 INFEXP 2 2 2 PWAT-PARM3 <PLS > # 28 29 30 END PWAT-PARM3 PWAT-PARM4 <PLS > # - # 28 29 30 END PWAT-PARM4 MON-LZETPARM <PLS > PWATER input info: Part 3 # - # JAN FEB MAR APR MAY JUN 28 0.4 0.4 0.4 0.4 0.6 0.6 29 0.4 0.4 0.4 0.4 0.6 0.6 30 0.4 0.4 0.4 0.4 0.6 0.6 PWATER input info: Part 4 CEPSC UZSN NSUR 0.08 0.6 0.2 0.08 0.6 0.2 0.08 0.6 0.2 END MON-LZETPARM MON-INTERCEP <PLS > # INFILD 2 2 2 INTFW 1.5 1 . 5 1. 5 DEEPFR 0.4 0.4 0.4 IRC JUL 0 . 6 0.6 0.6 AUG 0.6 SEP 0.6 0.6 0.6 # - 28 29 30 JAN 0 . 1 0.1 0.1 END MON-INTERCEP PWATER input info: Part 3 *** FEB MAR APR MAY JUN JUL AUG SEP 0.1 0.06 0.06 0.06 0.06 0.06 0.1 0.06 0.06 0.06 0.06 0.06 0.1 0.06 0.06 0.06 0.06 0.06 0 .1 0 .1 0.1 0.1 0 .1 0.1 PWAT-STATEl <PLS > *** Initial conditions at start of simulation # - # *** CEPS SURS UZS 28 0 0 0.15 29 0 0 0.15 30 0 0 0.15 END PWAT-STATEl IFWS 0 0 0 BASETP 0 . 05 0.05 0.05 LZETP 0 . 7 0.5 0.7 0.5 0.7 0.5 OCT NOV DEC 0.4 0 4 0.4 0.4 0 4 0.4 0.4 0 4 0.4 OCT NOV DEC 0 . 1 0 1 0.1 0.1 0 1 0 . 1 0.1 0 1 0 .1 RUN 21 *** LZS AGWS 4 0.05 4 0.05 4 0.05 AGWETP 0.05 0. 05 0 . 05 *** *** GWVS 0 0 0 END PERLND IMPLND GEN-INFO <PLS X- # - # END GEN-INFO -Name-Unit-systems Printer *** User t-series Engl Metr *** in out *** P0C5 3/3/2015 5:37:45 PM Page 20 *** Section IWATER*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** END ACTIVITY PRINT-INFO <ILS > ******** Print-flags ******** pivL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* END PRINT-INFO IWAT-PARMl <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** END IWAT-PARMl IWAT-PARM2 <PLS > IWATER input info: Part 2 # - # *** LSUR SLSUR NSUR END IWAT-PARM2 RETSC IWAT-PARM3 <PLS > IWATER input info: Part 3 *** l-l ***PETMAX PETMIN END IWAT-PARM3 IWAT-STATEl <PLS > *** Initial conditions at start of simulation # - # *** RETS SURS END IWAT-STATEl END IMPLND SCHEMATIC <-Source-> <Name> # Basin 5*** PERLND 28 PERLND PERLND PERLND PERLND PERLND 28 29 29 30 30 -Area--> <-Target-> MBLK factor-> <Name> # Tbl# 0.38 COPY 501 12 0.38 COPY 501 13 0 . 96 COPY 501 12 0. 96 COPY 501 13 6.38 COPY 501 12 6.38 COPY 501 13 *** *** ***** *Routing* ***** END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Target vols> <-Grp> <-Member-> *** <Name> # #<-factor->strg <Name> # # <Name> # COPY 501 OUTPUT MEAN 1 1 12 . 1 DISPLY INPUT <Name> # # TIMSER 1 <-Volume <Name> END NETWORK > <-Grp> <-Member-><—Mult—>Tran <-Target vols> <-Grp> <-Member-> <Name> # #<-factor->strg <Name> # <Name> # # *** * * * RCHRES GEN-INFO RCHRES # - #<- Name Nexits Unit Systems Printer -->< > User T-series Engl Metr LKFG in out *** *** * * * END GEN-INFO *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** P0C5 3/3/2015 5:37:45 PM Page 21 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* piVL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR END PRINT-INFO ********* HYDR-PARMl RCHRES Flags for each HYDR Section # - # VC Al A2 A3 ODFVFG for each *** ODGTFG for each FG FG FG FG possible exit *** possible exit **** ***** ***** END HYDR-PARMl *** FUNCT for each possible exit LEN X- DELTH STCOR X- HYDR-PARM2 # - # FTABNO < >< X END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section # - # *** VOL Initial value of COLIND *** ac-ft for each possible exit < >< > < >< >< >< >< > *** < END HYDR-INIT END RCHRES KS --><- DB50 > *** *** *** Initial value of OUTDGT for each possible exit >< >< >< >< > SPEC-ACTIONS END SPEC-ACTIONS FTABLES END FTABLES EXT SOURCES <-Volume -> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member _> *** <Name> # <Name> # tem strg<-factor ->strg <Name> # # <-Grp> <Name> # 1 *** WDM 2 PREC ENGL 1 ->strg PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 1 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 1 IMPLND 1 999 EXTNL PETINP END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** COPY 501 OUTPUT MEAN 11 12.1 WDM 501 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> <-Grp> <-Member-><—Mult—> <Target> <Naine> <Name> # #<-factor-> <Name> MA.SS-LINK 12 PERLND PWATER SURO 0.083333 COPY END MASS-LINK 12 <-Grp> <-Member->*** <Name> # #*** INPUT MEAN MA.SS-LINK 13 PERLND PWATER IFWO END MASS-LINK 13 0.083333 COPY INPUT MEAN END MASS-LINK END RUN POCS \ 3/3/2015 5:37:45 PM Page 22 Mitigated UCI File RUN GLOBAL WWHM4 model simulation START 1959 10 01 RUN INTERP OUTPUT LEVEL RESUME 0 RUN 1 END GLOBAL END 3 0 2004 09 30 UNIT SYSTEM FILES <File> <Un#> < <-ID-> WDM 26 POCS.wdm MESSU 25 MitPOCS.MES 27 MitPOCS.L61 28 MitPOCS.L62 30 POCPOCSl.dat File Name-->*** * * * END FILES INDELT 00:60 OPN SEQUENCE INGRP PERLND 2 8 PERLND 30 IMPLND 1 RCHRES 1 COPY 1 COPY 501 DISPLY 1 END INGRP END OPN SEQUENCE DISPLY DISPLY-INFOl # - #< Title >***TRAN PIVL DIGl FILl 1 SSD Table 1 MAX END DISPLY-INFOl END DISPLY COPY TIMESERIES # - # NPT NMN *** 1 11 501 1 1 END TIMESERIES END COPY GENER OPCODE # # OPCD *** END OPCODE PARM # # K *** END PARM END GENER PERLND GEN-INFO <PLS >< Name- # - # PYR DIG2 FIL2 YRND 1 2 30 9 28 D,Grass,FLAT(0-5%) 30 D,Grass,STEEP(10-20 END GEN-INFO *** Section PWATER*** >NBLKS Unit-systems Printer *** User t-series Engl Metr *** in out *** 1 1 1 1 27 0 1 1 1 1 27 0 ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC *** 28 001000000000 30 001000000000 END ACTIVITY P0C5 3/3/2015 5:37:45 PM Page 23 PRINT-INFO <PLS > ***************** Print-flags ***************************** pivL PYR # - # ATMP SNOW PWAT SED PST PWG PQAL MSTL PEST NITR PHOS TRAC ********* 28 00400000000019 30 0040000 0000019 END PRINT-INFO PWAT-PARMl <PLS > PWATER variable monthly parameter value flags # - # CSNO RTOP UZFG VCS VUZ 28 0 1 1 1 0 30 0 1 1 1 0 END PWAT-PARMl VNN VIFW VIRC VLE INFC 1 1 1 1 HWT *** 0 0 PWAT-PARM2 <PLS > PWATER input info: Part 2 # _ I ***FOREST LZSN INFILT 28 0 4.8 0.04 30 0 4.2 0.02 END PWAT-PARM2 LSUR 200 200 SLSUR 0.05 0 . 15 KVARY 3 3 AGWRC 0. 92 0. 92 PWATER input info: Part 3 PWAT-PARM3 <PLS > # - # ***PETMAX 28 35 30 35 END PWAT-PARMS PWAT-PARM4 <PLS > # - # 28 30 END PWAT-PARM4 MON-LZETPARM <PLS > PWATER input info: Part 3 # - # JAN FEB MAR APR MAY JUN PETMIN 30 30 PWATER input info: CEPSC UZSN 0.08 0.6 0.08 0.6 INFEXP 2 2 Part 4 NSUR 0.2 0.2 0.4 0.4 0.6 0.6 0.6 0.6 28 0.4 0.4 0.4 30 0.4 0.4 0.4 END MON-LZETPARM MON-INTERCEP <PLS > PWATER input info: Part 3 # - # JAN FEB MAR APR MAY JUN 28 0.1 0.1 0.1 30 0.1 0.1 0.1 END MON-INTERCEP INFILD 2 2 INTFW 1.5 1 . 5 DEEPFR 0 . 4 0.4 IRC 0.7 0.7 JUL 0.6 0.6 AUG 0.6 0.6 SEP 0.6 0.6 JUL AUG SEP 0.1 0.06 0.06 0.06 0.06 0.06 0.1 0.06 0.06 0.06 0.06 0.06 OCT 0.4 0.4 OCT 0.1 0.1 BASETP 0 . 05 0 . 05 AGWETP 0.05 0. 05 LZETP *** 0.5 0.5 NOV 0.4 NOV DEC 0.4 0.4 0.4 DEC 0.1 0.1 PWAT-STATEl <PLS > *** Initial conditions at start of simulation ran from 1990 to end of 1992 (pat 1-11-95) # - 28 30 # CEPS 0 0 END PWAT-STATEl SURS 0 0 UZS 0.15 0 .15 IFWS 0 0 RUN 21 LZS 4 4 AGWS 0.05 0 . 05 GWVS 0 0 END PERLND -Name- IMPLND GEN-INFO <PLS X- # - # 1 IMPERVIOUS-FLAT END GEN-INFO *** Section IWATER*** Unit-systems Printer *** User t-series Engl Metr *** in out *** 1 1 1 27 0 ACTIVITY <PLS > ************* Active Sections ***************************** # - # ATMP SNOW IWAT SLD IWG IQAL *** 1 0 0 1 0 0 0 END ACTIVITY POC5 3/3/2015 5:37:45 PM Page 24 PRINT-INFO <ILS > ******** Print-flags ******** piVL PYR # - # ATMP SNOW IWAT SLD IWG IQAL ********* 1 00400019 END PRINT-INFO IWAT-PARMl <PLS > IWATER variable monthly parameter value flags *** # - # CSNO RTOP VRS VNN RTLI *** 1 0 END IWAT-PARMl 0 0 0 IWAT-PARM2 <PLS > IWATER input info: Part 2 # - # *** LSUR SLSUR NSUR 1 100 0.035 0.05 END IWAT-PARM2 RETSC 0 .1 IWAT-PARM3 <PLS > IWATER input info: I _ I ***PETMAX PETMIN 1 0 0 END IWAT-PARM3 Part 3 IWAT-STATEl <PLS > *** Initial conditions at start of simulation # _ I *** ^ETS SURS 10 0 END IWAT-STATEl END IMPLND SCHEMATIC <-Source-> <--Area--> <-Target -> MBLK <Name> # <-factor-> <Name> # Tbl# Basin 5*** PERLND 28 2 .1 RCHRES 1 2 PERLND 28 2 .1 RCHRES 1 3 PERLND 30 0.15 RCHRES 1 2 PERLND 30 0 .15 RCHRES 1 3 IMPLND 1 5 . 47 RCHRES 1 5 •k k "k k -k ^Rout iriQ"* '^'f *• * •* * PERLND 28 2 .1 COPY 1 12 PERLND 30 0 .15 COPY 1 12 IMPLND 1 5 . 47 COPY 1 15 PERLND 28 2 .1 COPY 1 13 PERLND 30 0 .15 COPY 1 13 RCHRES 1 1 COPY 501 16 *** *** END SCHEMATIC NETWORK <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Target vols> <-Grp> <-Member-> *** <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # *** COPY 501 OUTPUT MEAN 11 12.1 DISPLY 1 INPUT TIMSER 1 <-Volume-> <-Grp> <-Member-><—Mult—>Tran <-Target vols> <-Grp> <-Member-> <Name> # <Name> # #<-factor->strg <Name> # # <Name> # # END NETWORK *** *** RCHRES GEN-INFO RCHRES # - #<— Name 1 SSD Table END GEN-INFO 10005 Nexits Unit Systems Printer -X > User T-series Engl Metr LKFG in out 1 1 1 1 28 0 1 *** *** * * * P0C5 3/3/2015 5:37:45 PM Page 25 *** Section RCHRES*** ACTIVITY <PLS > ************* Active Sections ***************************** # - # HYFG ADFG CNFG HTFG SDFG GQFG OXFG NUFG PKFG PHFG *** 1 1000000000 END ACTIVITY PRINT-INFO <PLS > ***************** Print-flags ******************* pivL PYR # - # HYDR ADCA CONS HEAT SED GQL OXRX NUTR PLNK PHCB PIVL PYR ********* 1 400000000019 END PRINT-INFO HYDR-PARMl RCHRES Flags for each HYDR Section # - # VC Al A2 A3 ODFVFG for each *** ODGTFG for each possible exit ***** 0 40000 00000 FG FG FG FG * * * * *** 1 0 1 END HYDR-PARMl possible exit ***** FUNCT for each possible exit HYDR-PARM2 # - # FTABNO LEN DELTH STCOR < X X >< >< ><_- 1 1 0.01 0.0 0.0 END HYDR-PARM2 HYDR-INIT RCHRES Initial conditions for each HYDR section KS —X- 0.5 DB50 -> 0.0 *** *** # - # *** VOL *** ac-ft < X > 1 0 END HYDR-INIT END RCHRES Initial value of COLIND for each possible exit < >< >< >< >< > *** 4.0 0.0 0.0 0.0 0.0 *** Initial value of OUTDGT for each possible exit < X X X ><---> 0.0 0.0 0.0 0.0 0.0 SPEC-ACTIONS END SPEC-ACTIONS FTABLES FTABLE 1 72 4 Depth Area Volume Outflowl (ft) (acres) (acre-ft) (cfs) 0 OOOOOO 0 . 000194 0 OOOOOO 0 .000000 0 400000 0 . 004877 0 001000 0 .180000 0 600000 0 . 009562 0 002000 0 .240000 0 700000 0 . 012491 0 003000 0 .270000 0 800000 0 .015811 0 005000 0 .290000 0 900000 0 .019521 0 006000 0 .310000 1 OOOOOO 0 .023622 0 009000 0 .330000 1 100000 0 .025489 0 011000 0 .350000 1 200000 0 .027426 0 014000 0 .370000 1 300000 0 .029435 0 017000 0 .390000 1 400000 0 .031515 0 020000 0 .400000 1 500000 0 .033665 0 023000 0 .420000 1 600000 0 .035887 0 026000 0 .430000 1 700000 0 .038179 0 030000 0 .450000 1 800000 0 . 040543 0 034000 0 .460000 1 900000 0 . 042977 0 038000 0 .480000 2 OOOOOO 0 .045483 0 043000 0 .490000 2 100000 0 .048059 0 047000 0 . 500000 2 200000 0 . 050706 0 052000 0 .510000 2 300000 0 .053425 0 057000 0 .530000 2 400000 0 .056214 0 063000 0 .540000 2 500000 0 . 059074 0 069000 0 .550000 2 600000 0 .065515 0 075000 0 .560000 2 700000 0 .072288 0 082000 0 .570000 2 800000 0 .079394 0 089000 0 .590000 2. 900000 0 086834 0 098000 0 .600000 3. OOOOOO 0 .094606 0 107000 0 .610000 (ft/sec) Travel Time*** (Minutes)*** POCS 3/3/2015 5:37:45 PM Page 26 3.100000 3.200000 3.300000 400000 500000 600000 700000 800000 900000 4.OOOOOO 4.100000 4.200000 4.300000 4.400000 4.SOOOOO 600000 700000 800000 900000 OOOOOO 100000 5.200000 5.300000 5.400000 5.500000 5.600000 5.700000 5.800000 5.900000 6.OOOOOO 6.100000 6.200000 6.300000 6.400000 6.500000 6.600000 6.700000 6.800000 6.900000 7.OOOOOO 7.100000 7 .200000 7.300000 7.400000 7 . 500000 END FTABLE END FTABLES EXT SOURCES 102712 . 111151 .119923 .129028 .138466 148179 158222 168594 179295 190325 201685 213373 225391 237739 2S041S 266326 282728 299619 317000 334871 353233 372084 391426 411257 431579 434908 438249 441604 444971 448351 451744 455149 4S8568 461999 465443 468899 472369 475851 479346 482854 486375 489908 493454 497013 500585 1 0 .117000 0.127000 0.139000 0 .151000 0.165000 0.179000 0 .194000 0 .211000 0.228000 0.247000 0.266000 0.287000 0 .309000 0 . 332000 0.356000 0.382000 0.410000 0.439000 0.470000 0.502000 0.537000 0.573000 0.611000 0.651000 0.693000 0.737000 0.780000 0.824000 0.869000 0.913000 0.958000 004000 049000 095000 142000 1.188000 1.235000 1.283000 1.331000 1.379000 1.427000 1.476000 1.525000 1.575000 1.625000 0.620000 0.630000 0.640000 0.650000 0.660000 0.670000 0.680000 0.690000 0.700000 0.700000 0.710000 0.720000 0.730000 0.740000 0.750000 0.780000 0.840000 0.910000 1.010000 1.060000 1.110000 1.ISOOOO 1.190000 1.220000 I. 260000 2.160000 3.790000 5.890000 8.360000 II. 17000 14.27000 17.63000 21.24000 25.08000 29.14000 33 . 41000 37.87000 42 .52000 47.35000 52.36000 57.54000 62.88000 68.37000 74 . 03000 79.83000 <-Volume -> <Member> SsysSgap<--Mult-->Tran <-Target vols> <-Grp> <-Member-> <Name> # <Name> # tem strg<-factor ->strg <Name> # # <Name> # # WDM 2 PREC ENGL 1 PERLND 1 999 EXTNL PREC WDM 2 PREC ENGL 1 IMPLND 1 999 EXTNL PREC WDM 1 EVAP ENGL 1 PERLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 1 IMPLND 1 999 EXTNL PETINP WDM 1 EVAP ENGL 1 RCHRES 1 EXTNL POTEV END EXT SOURCES EXT TARGETS <-Volume-> <-Grp> <-Member -X--Mult—>Tran <-Volume-> <Member> Tsys Tgap Amd *** <Name> # <Name> # #<-factor->strg <Name> # <Name> tem strg strg*** RCHRES 1 HYDR RO 1 1 1 WDM 1002 FLOW ENGL REPL RCHRES 1 HYDR STAGE 1 1 1 WDM 1005 STAG ENGL REPL COPY 1 OUTPUT MEAN 1 1 12 .1 WDM 701 FLOW ENGL REPL COPY 501 OUTPUT MEAN 1 1 12 .1 WDM 801 FLOW ENGL REPL END EXT TARGETS MASS-LINK <Volume> POCS <-Grp> <-Member-><—Mult—> <Target> 3/3/2015 5:37:45 PM <-Grp> <-Member->*** Page 27 <Name> MASS-LINK PERLND PWATER SURO END MASS-LINK 2 <Name> # #<-factor-> 2 0.083333 MASS-LINK 3 PERLND PWATER IFWO END MASS-LINK 3 MASS-LINK 5 IMPLND IWATER SURO END MASS-LINK 5 MASS-LINK 12 PERLND PWATER SURO END MASS-LINK 12 MASS-LINK 13 PERLND PWATER IFWO END MASS-LINK 13 MASS-LINK 15 IMPLND IWATER SURO END MASS-LINK 15 MASS-LINK 16 RCHRES ROFLOW END MASS-LINK 16 0.083333 0.083333 0.083333 0.083333 0.083333 <Name> RCHRES RCHRES RCHRES COPY COPY COPY COPY <Name> # #*** INFLOW IVOL INFLOW IVOL INFLOW IVOL INPUT MEAN INPUT MEAN INPUT MEAN INPUT MEAN END MASS-LINK END RUN POCS 3/3/2015 5:37:45 PM Page 28 Predeveloped HSPF Message File P0C5 3/3/2015 5:37:45 PM Page 29 Mitigated HSPF Message File ERROR/WARNING ID: 238 1 The continuity error reported below is greater than 1 part in 1000 and is therefore considered high. Did you specify any "special actions"? If so, they could account for it. Relevant data are: DATE/TIME: 2002/ 4/30 24: 0 RCHRES : 1 RELERR STORS STOR MATIN MATDIF -1.0000 0.00000 O.OOOOE+00 0.00000 1.7877E-12 Where: RELERR is the relative error (ERROR/REFVAL). ERROR is (STOR-STORS) - MATDIF. REFVAL is the reference value (STORS+MATIN). STOR is the storage of material in the processing unit (land-segment or reach/reservior) at the end of the present interval. STORS is the storage of material in the pu at the start of the present printout reporting period. MATIN is the total inflow of material to the pu during the present printout reporting period. MATDIF is the net inflow (inflow-outflow) of material to the pu during the present printout reporting period. POC5 3/3/2015 5:37:45 PM Page 30 Disclaimer Legal Notice This program and accompanying documentation are provided 'as-is' without warranty of any kind. The entire risk regarding the performance and results of this program is assumed by End User. Clear Creek Solutions Inc. and the governmental licensee or sublicensees disclaim all warranties, either expressed or implied, including but not limited to implied warranties of program and accompanying documentation. In no event shall Clear Creek Solutions Inc. be liable for any damages whatsoever (including without limitation to damages for loss of business profits, loss of business information, business interruption, and the like) arising out of the use of, or inability to use this program even if Clear Creek Solutions Inc. or their authorized representatives have been advised of the possibility of such damages. Software Copyright © by : Clear Creek Solutions, Inc. 2005-2013; All Rights Reserved. Clear Creek Solutions, Inc. 6200 Capitol Blvd. Ste F Olympia, WA. 98501 Toll Free 1 (866)943-0304 Local (360)943-0304 www.clearcreeksolutions.com P0C5 3/3/2015 5:37:45 PM Page 31 Pondpack Output (Water Quality Volume Drawdown): Basin 5 Basin 5 Water Quality Volume Drawdown I— 1 - EXIO - Flow (Tom In) — I - E« 10 - Row (Tor.l OuQ — 1 . EX 10 • Volum. — 1-EX10-EI« Basin 5 Project Summary Title QC-Basin5 Engineer PDC Company PDC Date 3/12/2015 Notes Bentley Systems, Inc. Haestad Methods Solution Bentley PondPack VSi POCS.ppc Center [08.11.01.51] 3/13/2015 27 Siemon Company Drive Suite 200 W Page 1 of 30 Watertown, CT 06795 USA +1-203-755-1666 Table of Contents Master Network Summary 2 1 Time vs. Volume 3 1 Outlet#l 1(IN) Elevation-Area Volume Curve 18 Volume Equations 19 Outlet Input Data 20 Composite Rating Curve 22 Elevation-Volume-Flow Table (Pond) Level Pool Pond Routing Summary 26 29 Basin 5 Subsection: Master Network Summary Catchments Summary Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (min) Peak Flow ms) CM-1 EXIO 0 0.000 0.000 0.00 Node SummaiY Label Scenario Return Event (years) Hydrograph Volume (ac-ft) Time to Peak (min) Peak Flow ms) 0-1 EXIO 0 0.309 0.000 0.73 Pond Summary Label Scenario Return Hydrograph Time to Peak Peak Flow Maximum Maximum Event Volume (min) ms) Water Pond Storage (years) (ac-ft) Surface (ac-ft) Elevation (ft) 1(IN) EXIO 0 0.000 0.000 0.00 (N/A) (N/A) 1 (OUT) EXIO 0 0.309 0.000 0.73 116.80 0.308 P0C5.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 2 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Output Time increment = 1.000 min Time on left represents time for first value in each row. Time Volume Volume Volume Volume Volume (min) (ac-ft) (ac-ft) (ac-ft) (ac-ft) (ac-ft) 0.000 0.309 0.308 0.307 0.306 0.305 5.000 0.304 0.303 0.302 0.301 0.300 10.000 0.299 0.298 0.297 0.296 0.295 15.000 0.294 0.293 0.292 0.291 0.290 20.000 0.289 0.288 0.287 0.286 0.285 25.000 0.284 0.283 0.282 0.281 0.280 30.000 0.279 0.278 0.277 0.276 0.275 35.000 0.274 0.273 0.272 0.271 0.270 40.000 0.269 0.268 0.267 0.266 0,265 45.000 0.264 0.263 0.262 0.261 0.260 50.000 0.259 0.258 0.257 0.256 0.255 55.000 0.254 0.253 0.252 0.251 0.250 60.000 0.249 0.248 0.247 0.247 0.246 65.000 0.245 0.244 0.243 0.242 0,241 70.000 0.240 0.239 0.238 0.237 0.236 75.000 0.235 0.234 0.233 0.232 0.231 80.000 0.230 0.229 0.228 0.227 0.226 85.000 0.225 0.224 0.223 0.222 0.221 90.000 0.220 0.219 0.219 0.218 0.217 95.000 0.216 0.215 0.214 0.213 0.212 100.000 0.211 0.210 0.209 0.208 0.207 105.000 0.206 0.205 0.204 0.203 0.202 110.000 0.201 0.201 0.200 0.199 0.198 115.000 0.197 0.196 0.195 0.194 0.193 120.000 0.192 0.191 0.190 0.189 0.188 125.000 0.188 0.187 0.186 0.185 0.184 130.000 0.183 0.182 0.181 0.180 0.179 135.000 0.178 0.177 0.177 0.176 0.175 140.000 0.174 0.173 0.172 0.171 0.170 145.000 0.169 0.168 0.167 0.166 0.166 150.000 0.165 0.164 0.163 0.162 0.161 155.000 0.160 0.159 0.158 0.157 0.156 160.000 0.156 0.155 0.154 0.153 0.152 165.000 0.151 0.150 0.149 0.148 0.148 170.000 0.147 0.146 0.145 0.144 0.143 175.000 0.142 0.141 0.141 0.140 0.139 180.000 0.138 0.137 0.136 0.135 0.134 185.000 0.133 0.133 0.132 0.131 0.130 190.000 0.129 0.128 0.128 0.127 0.126 195.000 0.125 0.124 0.123 0.122 0.121 200.000 0.121 0.120 0,119 0.118 0.117 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 3 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 205.000 210.000 215.000 220.000 225.000 230.000 235.000 240,000 245.000 250.000 255.000 260.000 265.000 270.000 275.000 280.000 285.000 290.000 295.000 300.000 305.000 310.000 315.000 320.000 325.000 330.000 335.000 340.000 345.000 350.000 355.000 360.000 365.000 370.000 375.000 380.000 385.000 390.000 395.000 400.000 405.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.116 0.112 0.108 0.104 0.100 0.095 0.091 0.087 0.083 0.079 0.076 0.072 0.068 0.064 0.060 0.057 0.053 0.050 0.046 0.043 0.039 0.036 0.033 0.030 0.027 0.024 0.021 0.018 0.016 0.013 0.011 0.008 0.006 0.004 0.002 0.001 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.115 0.111 0.107 0.103 0.099 0.095 0.091 0.087 0.083 0.079 0.075 0.071 0.067 0.063 0.060 0.056 0.053 0.049 0.046 0.042 0.039 0.036 0.032 0.029 0.026 0.023 0.021 0.018 0.015 0.013 0.010 0.008 0.006 0.004 0.002 0.001 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.115 0.110 0.106 0.102 0.098 0.094 0.090 0.086 0.082 0.078 0.074 0.070 0.066 0.063 0.059 0.055 0.052 0.048 0.045 0.041 0.038 0.035 0.032 0.029 0.026 0.023 0.020 0.017 0.015 0.012 0.010 0.007 0.005 0.003 0.002 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.114 0.110 0.105 0.101 0.097 0.093 0.089 0.085 0.081 0.077 0,073 0.069 0.066 0.062 0.058 0.055 0.051 0.048 0.044 0.041 0.038 0.034 0.031 0.028 0.025 0.022 0.019 0.017 0.014 0.012 0.009 0.007 0.005 0.003 0.001 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.113 0.109 0.105 0.100 0.096 0.092 0.088 0.084 0.080 0.076 0.072 0.069 0.065 0.061 0.058 0.054 0.050 0.047 0.044 0.040 0.037 0.034 0.031 0.027 0.024 0.022 0.019 0.016 0.014 0.011 0.009 0.007 0.004 0.003 0.001 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [OS.11.01.51] Page 4 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 410.000 415.000 420.000 425.000 430.000 435.000 440.000 445.000 450.000 455.000 460.000 465.000 470.000 475.000 480.000 485.000 490.000 495,000 500.000 505.000 510.000 515.000 520.000 525.000 530.000 535.000 540.000 545.000 550.000 555.000 560.000 565.000 570.000 575.000 580.000 585.000 590.000 595.000 600.000 605.000 610.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 5 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 615.000 620.000 625.000 630.000 635.000 640.000 645.000 650.000 655.000 660.000 665.000 670.000 675.000 680.000 685.000 690.000 695.000 700.000 705.000 710.000 715.000 720.000 725.000 730.000 735.000 740.000 745.000 750.000 755.000 760.000 765.000 770.000 775.000 780.000 785.000 790.000 795.000 800.000 805.000 810,000 815,000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/201S Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.61] Page 6 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Output Time increment = 1.000 min Time on left represents time for first value in each row. Time : Volume Volume Volume Volume Volume (min) (ac-ft) , (ac-ft) (ac-ft) (ac-ft) (ac-ft) 820,000 0.000 0.000 0.000 0.000 0.000 825.000 0.000 0.000 0.000 0.000 0.000 830.000 0.000 0.000 0.000 0.000 0.000 835.000 0.000 0.000 0.000 0.000 0.000 840.000 0.000 0.000 0.000 0.000 0.000 845.000 0.000 0.000 0.000 0.000 0.000 850.000 0.000 0.000 0.000 0.000 0.000 855.000 0.000 0.000 0.000 0.000 0.000 860.000 0.000 0.000 0.000 0.000 0.000 865.000 0.000 0.000 0.000 0.000 0.000 870.000 0.000 0.000 0.000 0.000 0.000 875.000 0.000 0.000 0.000 0.000 0.000 880.000 0.000 0.000 0.000 0.000 0.000 885.000 0.000 0.000 0.000 0.000 0.000 890.000 0.000 0.000 0,000 0.000 0.000 895.000 0.000 0.000 0.000 0.000 0,000 900.000 0.000 0.000 0.000 0.000 0.000 905.000 0.000 0.000 0.000 0.000 0,000 910.000 0.000 0.000 0.000 0.000 0.000 915.000 0.000 0.000 0.000 0.000 0.000 920.000 0.000 0.000 0.000 0.000 0.000 925.000 0.000 0.000 0.000 0.000 0.000 930.000 0.000 0.000 0.000 0.000 0.000 935.000 0.000 0.000 0.000 0.000 0.000 940.000 0.000 0.000 0.000 0.000 0.000 945,000 0.000 0.000 0.000 0.000 0.000 950,000 0.000 0.000 0.000 0.000 0.000 955.000 0.000 0.000 0.000 0.000 0.000 960.000 0.000 0.000 0.000 0.000 0.000 965.000 0.000 0.000 0.000 0.000 0.000 970.000 0.000 0.000 0.000 0.000 0.000 975.000 0.000 0.000 0.000 0.000 0.000 980.000 0.000 0.000 0.000 0.000 0.000 985.000 0.000 0.000 0.000 0.000 0.000 990.000 0.000 0.000 0.000 0.000 0.000 995.000 0.000 0.000 0.000 0.000 0.000 1,000.000 0.000 0.000 0.000 0.000 0.000 1,005.000 0.000 0.000 0.000 0.000 0.000 1,010.000 0.000 0.000 0.000 0.000 0.000 1,015.000 0.000 0.000 0.000 0.000 0.000 1,020.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-75S-1666 Bentley PondPack VSi [08.11.01.51] Page 7 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time VS. Volume (ac-ft) Time Time (min) 1,025.000 1,030.000 1,035.000 1,040.000 1,045.000 1,050.000 1,055.000 1,060.000 1,065.000 1,070.000 1,075.000 1,080.000 1,085.000 1,090.000 1,095.000 1,100.000 1,105.000 1,110.000 1,115.000 1,120.000 1,125.000 1,130.000 1,135.000 1,140.000 1,145.000 1,150.000 1,155.000 1,160.000 1,165.000 1,170.000 1,175.000 1,180.000 1,185.000 1,190.000 1,195.000 1,200.000 1,205.000 1,210.000 1,215.000 1,220.000 1,225.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 8 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 1,230.000 1,235.000 1,240.000 1,245.000 1,250.000 1,255.000 1,260.000 1,265.000 1,270.000 1,275.000 1,280.000 1,285.000 1,290.000 1,295.000 1,300.000 1,305.000 1,310.000 1,315.000 1,320.000 1,325.000 1,330.000 1,335.000 1,340.000 1,345.000 1,350.000 1,355.000 1,360.000 1,365.000 1,370.000 1,375.000 1,380.000 1,385.000 1,390.000 1,395.000 1,400.000 1,405.000 1,410.000 1,415.000 1,420.000 1,425.000 1,430.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-75S-1666 Bentley PondPack VSi [08.11.01.61] Page 9 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time VS. Volume (ac-ft) Time Time (min) 1,435.000 1,440.000 1,445,000 1,450.000 1,455.000 1,460.000 1,465.000 1,470.000 1,475.000 1,480.000 1,485.000 1,490.000 1,495.000 1,500.000 1,505.000 1,510.000 1,515.000 1,520.000 1,525.000 1,530.000 1,535,000 1,540.000 1,545.000 1,550.000 1,555.000 1,560.000 1,565.000 1,570.000 1,575.000 1,580.000 1,585.000 1,590.000 1,595.000 1,600.000 1,605.000 1,610.000 1,615.000 1,620.000 1,625.000 1,630.000 1,635.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 10 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 1,640.000 1,645.000 1,650.000 1,655.000 1,660,000 1,665.000 1,670.000 1,675.000 1,680.000 1,685,000 1,690.000 1,695.000 1,700.000 1,705.000 1,710.000 1,715.000 1,720.000 1,725.000 1,730.000 1,735.000 1,740.000 1,745.000 1,750.000 1,755.000 1,760.000 1,765.000 1,770.000 1,775.000 1,780.000 1,785.000 1,790.000 1,795.000 1,800.000 1,805.000 1,810.000 1,815.000 1,820.000 1,825.000 1,830.000 1,835.000 1,840.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 11 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 1,845.000 1,850.000 1,855.000 1,860.000 1,865.000 1,870.000 1,875.000 1,880.000 1,885.000 1,890.000 1,895.000 1,900.000 1,905.000 1,910.000 1,915.000 1,920.000 1,925.000 1,930,000 1,935.000 1,940.000 1,945.000 1,950.000 1,955.000 1,960.000 1,965.000 1,970.000 1,975.000 1,980.000 1,985.000 1,990.000 1,995.000 2,000.000 2,005.000 2,010.000 2,015.000 2,020.000 2,025.000 2,030.000 2,035,000 2,040,000 2,045.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-765-1666 Bentley PondPack VSi [08.11.01.51] Page 12 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 2,050.000 2,055.000 2,060.000 2,065.000 2,070.000 2,075.000 2,080.000 2,085.000 2,090.000 2,095.000 2,100.000 2,105.000 2,110.000 2,115.000 2,120.000 2,125.000 2,130.000 2,135.000 2,140.000 2,145.000 2,150.000 2,155.000 2,160.000 2,165.000 2,170.000 2,175.000 2,180.000 2,185.000 2,190.000 2,195.000 2,200.000 2,205.000 2,210.000 2,215.000 2,220.000 2,225.000 2,230.000 2,235.000 2,240.000 2,245.000 2,250.000 Time VS. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 13 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 2,255.000 2,260.000 2,265.000 2,270.000 2,275.000 2,280.000 2,285.000 2,290.000 2,295.000 2,300.000 2,305.000 2,310.000 2,315.000 2,320.000 2,325.000 2,330.000 2,335.000 2,340,000 2,345.000 2,350.000 2,355.000 2,360.000 2,365.000 2,370.000 2,375.000 2,380.000 2,385.000 2,390.000 2,395.000 2,400.000 2,405.000 2,410.000 2,415.000 2,420.000 2,425.000 2,430.000 2,435.000 2,440.000 2,445.000 2,450.000 2,455.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 14 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 2,460.000 2,465.000 2,470.000 2,475.000 2,480,000 2,485.000 2,490.000 2,495.000 2,500.000 2,505.000 2,510.000 2,515.000 2,520.000 2,525.000 2,530.000 2,535.000 2,540.000 2,545.000 2,550.000 2,555.000 2,560.000 2,565.000 2,570.000 2,575,000 2,580.000 2,585.000 2,590.000 2,595.000 2,600.000 2,605.000 2,610.000 2,615.000 2,620.000 2,625.000 2,630.000 2,635.000 2,640.000 2,645.000 2,650.000 2,655.000 2,660.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-fl) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-75S-1666 Bentley PondPack VSi [OS.11.01.51] Page 15 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time vs. Volume (ac-ft) Time Time (min) 2,665.000 2,670.000 2,675.000 2,680.000 2,685.000 2,690.000 2,695.000 2,700.000 2,705.000 2,710.000 2,715.000 2,720.000 2,725.000 2,730.000 2,735.000 2,740.000 2,745.000 2,750.000 2,755.000 2,760.000 2,765.000 2,770.000 2,775.000 2,780.000 2,785.000 2,790.000 2,795.000 2,800.000 2,805.000 2,810.000 2,815.000 2,820.000 2,825.000 2,830.000 2,835.000 2,840.000 2,845.000 2,850.000 2,855.000 2,860.000 2,865.000 Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0,000 0,000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 o.ood 0.000 0.000 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 16 of 30 Basin 5 Subsection: Time vs. Volume Label: 1 Return Event: 100 years Storm Event: Time Time (min) 2,870.000 2,875.000 2,880.000 2,885.000 2,890.000 2,895.000 2,900.000 2,905.000 2,910.000 2,915.000 2,920.000 2,925.000 2,930.000 2,935.000 2,940.000 2,945.000 2,950.000 2,955.000 2,960.000 2,965.000 2,970.000 2,975.000 2,980.000 2,985.000 2,990.000 2,995.000 3,000.000 Time vs. Volume (ac-ft) Output Time increment = 1.000 min on left represents time for first value in each row. Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) Volume (ac-ft) 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 0.000 (N/A) POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 17 of 30 Subsection: Label: 1 Basin 5 Elevation-Area Volume Curve Return Event: 100 years Storm Event: Elevation Planimeter Area AH-A2-i-sqr Volume Volume (Total) (ft) (ft^) (ft^) (A1*A2) (ac-fl) (ac-ft) 112.50 0.0 9.880 0.000 0.000 0.000 113,50 0.0 1,029.000 1,139.709 0.009 0.009 115.00 0.0 2,573.300 5,229.545 0.060 0.069 116.00 0.0 6,031.600 12,544.585 0.096 0.165 117.00 0.0 10,908.100 25,051.007 0.192 0,356 118.00 0.0 18,799.600 44,027.893 0.337 0.693 120.00 0.0 21,805.500 60,851.944 0.931 1.625 POCS.ppc 3/13/201S Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 18 of 30 Basin 5 Subsection: Volume Equations Return Event: 100 years Label: 1 Storm Event: Pond Volume Equations * Incremental volume computed by the Conic Method for Reservoir Volumes. Volume = (1/3) * (EL2 - Ell) * (Areal -I- Area2 + sqr(Areal * Area2)) where: ELI, EL2 Lower and upper elevations of the increment Areal, Area2 Areas computed for ELI, EL2, respectively Volume Incremental volume between ELI and EL2 Bentley Systems, Inc. Haestad Methods Solution Bentley PondPack VSi POCS.ppc Center [08.11.01.51] 3/13/2015 27 Siemon Company Drive Suite 200 W Page 19 of 30 Watertown, CT 06795 USA +1-203-755-1666 Basin 5 Subsection: Outlet Input Data Label: Outlet* 1 Return Event: 100 years Storm Event: Requested Pond Water Surface Elevations Minimum (Headwater) 112.50 ft Increment (Headwater) 0.10 ft Maximum (Headwater) 120.00 ft Outlet Connectivity structure Type Outlet ID Direction Outfall El E2 structure Type (ft) (ft) Orifice-Circular Orifice -1 Forward TW 112.50 120.00 Orifice-Circular Orifice - 2 Forward TW 117.00 120.00 Rectangular Weir Weir -1 Forward TW 118.00 120.00 Tailwater Settings Tailwater (N/A) (N/A) POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 20 of 30 Basin 5 Subsection: Outlet Input Data Label: Outlet* 1 Return Event: 100 years Storm Event: Structure ID: Orifice -1 Structure Type: Orifice-Circular Number of Openings Elevation Orifice Diameter Orifice Coefficient 112.50 ft 3.5 in 0.670 Structure ID: Weir-1 Structure Type: Rectangular Weir Number of Openings Elevation Weir Length Weir Coefficient 118.00 ft 9.20 ft 3.00 (ft'^0.5)/s Structure ID: Orifice - 2 Structure Type: Orifice-Circular Number of Openings Elevation Orifice Diameter Orifice Coefficient 117.00 ft 4.0 in 0.670 Structure ID; TW Structure Type: TW Setup, DS Channel Tailwater Type Free Outfall Convergence Tolerances Maximum Iterations 30 Tailwater Tolerance 0.01 ft (Minimum) 0.01 ft Tailwater Tolerance 0.50 ft (Maximum) 0.50 ft Headwater Tolerance 0.01 ft (Minimum) 0.01 ft Headwater Tolerance 0.50 ft (Maximum) 0.50 ft Flow Tolerance (Minimum) 0.001 ft^/s Flow Tolerance (Maximum) 10.000 ftVs POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack V8i [08.11.01.51] Page 21 of 30 Subsection: Composite Rating Curve Label: Outlet* 1 Basin 5 Return Event: 100 years Storm Event: Composite Outflow Summary Water Surface Flow Tailwater Elevation Convergence Error Elevation ms) (ft) (ft) (ft) 112.50 0.00 (N/A) 0.00 112.60 0.02 (N/A) 0.00 112.70 0.06 (N/A) 0.00 112.80 0.14 (N/A) 0.00 112.90 0.18 (N/A) 0.00 113.00 0.21 (N/A) 0.00 113.10 0.24 (N/A) 0.00 113.20 0.27 (N/A) 0.00 113.30 0.29 (N/A) 0.00 113.40 0,31 (N/A) 0.00 113.50 0,33 (N/A) 0.00 113.60 0.35 (N/A) 0.00 113.70 0.37 (N/A) 0.00 113.80 0,39 (N/A) 0.00 113.90 0.40 (N/A) 0.00 114.00 0.42 (N/A) 0.00 114.10 0.43 (N/A) 0.00 114.20 0.45 (N/A) 0.00 114.30 0.46 (N/A) 0.00 114.40 0.48 (N/A) 0.00 114.50 0.49 (N/A) 0.00 114.60 0.50 (N/A) 0.00 114.70 0.51 (N/A) 0.00 114.80 0.53 (N/A) 0.00 114.90 0.54 (N/A) 0.00 115,00 0.55 (N/A) 0.00 115.10 0.56 (N/A) 0.00 115.20 0.57 (N/A) 0.00 115.30 0.59 (N/A) 0.00 115.40 0.60 (N/A) 0.00 115.50 0.61 (N/A) 0.00 115.60 0.62 (N/A) 0.00 115.70 0.63 (N/A) 0.00 115.80 0.64 (N/A) 0.00 115.90 0.65 (N/A) 0.00 116.00 0.66 (N/A) 0.00 116.10 0.67 (N/A) 0.00 116.20 0.68 (N/A) 0.00 116.30 0.69 (N/A) 0.00 116.40 0.70 (N/A) 0.00 116.50 0.70 (N/A) 0.00 116.60 0.71 (N/A) 0.00 116.70 0.72 (N/A) 0.00 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 22 of 30 Subsection: Composite Rating Curve Label: Outlet* 1 Basin 5 Return Event: 100 years Storm Event: Composite Outfiow Summary Water Surface Flow Elevation (ftVs) (ft) Tailwater Elevation (ft) Convergence Error (ft) 116.80 0.73 (N/A) 0.00 116.90 0.74 (N/A) 0.00 117.00 0.75 (N/A) 0.00 117.10 0.78 (N/A) 0.00 117.20 0.84 (N/A) 0.00 117.30 0.91 (N/A) 0.00 117.40 1.01 (N/A) 0.00 117.50 1.06 (N/A) 0.00 117.60 1.11 (N/A) 0.00 117.70 1.15 (N/A) 0.00 117.80 1.19 (N/A) 0.00 117.90 1.22 (N/A) 0.00 118.00 1.26 (N/A) 0.00 118.10 2.16 (N/A) 0.00 118.20 3.79 (N/A) 0.00 118.30 5.89 (N/A) 0.00 118.40 8.36 (N/A) 0.00 118.50 11.17 (N/A) 0.00 118.60 14.27 (N/A) 0.00 118.70 17.63 (N/A) 0.00 118.80 21.24 (N/A) 0.00 118.90 25.08 (N/A) 0.00 119.00 29.14 (N/A) 0.00 119.10 33.41 (N/A) 0.00 119.20 37.87 (N/A) 0.00 119.30 42.52 (N/A) 0.00 119.40 47.35 (N/A) 0.00 119.50 52.36 (N/A) 0.00 119.60 57.54 (N/A) 0.00 119.70 62.88 (N/A) 0.00 119.80 68.37 (N/A) 0.00 119.90 74.03 (N/A) 0.00 120.00 79.83 (N/A) 0.00 Contributing Structures None Contributing Orifice -1 Orifice -1 Orifice -1 Orifice -1 Orifice -1 Orifice -1 Orifice -1 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 23 of 30 Basin 5 Subsection: Composite Rating Curve Label: Outlet* 1 Return Event: 100 years Storm Event: Composite Outflow Summary Contributing Structures Orifice -1 Orifice -1 Orifice - ] Orifice - ] Orifice - ] Orifice - ] Orifice - ] Orifice -1 Orifice - ] Orifice - ] Orifice -1 Orifice -1 Orifice - ] Orifice -1 Orifice - ] Orifice - ] Orifice -1 Orifice -1 Orifice - ] Orifice -1 Orifice -) Orifice - ] Orifice - ] Orifice - ] Orifice - 3 Orifice - ] Orifice - ] Orifice - ] Orifice -1 Orifice - ] Orifice - ] Orifice - ] Orifice -1 Orifice - ] Orifice - ] Orifice -1 Orifice - ] Orifice - ] Orifice - ] L -1- Orifice -2 Orifice -1 L + Orifice -2 Orifice - ] L -1- Orifice -2 Orifice - ] L -1- Orifice -2 Orifice - ] L -1- Orifice -2 Orifice -1 I + Orifice -2 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 24 of 30 Basin 5 Subsection: Composite Rating Curve Label: Outlet* 1 Return Event: 100 years Storm Event: Composite Outflow Contributing Orifice Orifice Orifice Orifice Orifice • Orifice • Orifice • Orifice • Orifice • Orifice • Orifice - Orifice • Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - Orifice - 1 + Orifice 1 + Orifice 1 + Orifice 1 -1- Orifice 1 + Orifice 1 -1- Orifice 1 + Orifice • 1 H- Orifice • 1 + Orifice • 1 + Orifice • 1 -1- Orifice • 1 -I- Orifice • 1 -I- Orifice • 1 + Orifice • 1 + Orifice - 1 + Orifice • 1 + Orifice • 1 + Orifice - 1 -I- Orifice - 1 + Orifice - 1 + Orifice • 1 -I- Orifice - 1 -I- Orifice - 1 + Orifice - Summary Structures 2 2 2 2 + Weir -1 2 + Weir 2 + Weir 2 -t- Weir 2 + Weir 2 + Weir 2 + Weir 2 + Weir 2 + Weir 2 + Weir 2 -I- Weir 2 H- Weir 2 + Weir 2 + Weir 2 -I- Weir 2 + Weir 2 + Weir 2 + Weir 2 + Weir 2 + Weir 2 + Weir POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT0679S USA +1-203-7S5-1666 Bentley PondPack VSi [08.11.01.51] Page 25 of 30 Basin 5 Subsection: Elevation-Volume-Flow Table (Pond) Label: 1 Return Event: 100 years Storm Event: Infiltration Infiltration Method (Computed) No Infiltration Initial Conditions Elevation (Water Surface, Initial) 116.80 ft Volume (Initial) 0.309 ac-ft Flow (Initial Outlet) 0.73 ft3/s Flow (Initial Inflitration) 0.00 ftVs Flow (Initial, Total) 0.73 ftVs Time Increment 1.000 min Elevation Outflow Storage Area Infiltration Flow (Total) 2S/t + 0 (ft) ms) (ac-ft) (ft^) ms) ms) . ms) 112.50 0.00 0.000 9.880 0.00 0.00 0.00 112.60 0.02 0.000 36.442 0.00 0.02 0.09 112.70 0,06 0.000 79.749 0.00 0,06 0.32 112.80 0.14 0.000 139.799 0.00 0.14 0.76 112.90 0.18 0.001 216.595 0.00 0.18 1.39 113.00 0.21 0.001 310.135 0.00 0.21 2.30 113.10 0.24 0.002 420.419 0.00 0.24 3.54 113.20 0.27 0.003 547.447 0.00 0.27 5.17 113.30 0.29 0.005 691.221 0.00 0.29 7.26 113.40 0.31 0.007 851.738 0.00 0.31 9.85 113.50 0.33 0.009 1,029.000 0.00 0.33 13.00 113.60 0.35 0.011 1,110.312 0.00 0.35 16.58 113.70 0.37 0.014 1,194.715 0.00 0.37 20.44 113.80 0.39 0.017 1,282.210 0.00 0.39 24.58 113.90 0.40 0.020 1,372.797 0.00 0.40 29.02 114.00 0.42 0.023 1,466.475 0.00 0,42 33.77 114.10 0.43 0.026 1,563.246 0.00 0.43 38.83 114.20 0.45 0.030 1,663.107 0.00 0.45 44.22 114.30 0.46 0.034 1,766.061 0.00 0.46 49.95 114.40 0.48 0.038 1,872.106 0.00 0.48 56.03 114.50 0.49 0.043 1,981.242 0.00 0.49 62.46 114.60 0.50 0.047 2,093.470 0.00 0.50 69.27 114.70 0.51 0.052 2,208.790 0.00 0.51 76.45 114.80 0.53 0.058 2,327.202 0.00 0.53 84,02 114.90 0.54 0.063 2,448.705 0.00 0.54 91.99 115.00 0.55 0.069 2,573.300 0.00 0.55 100.37 115.10 0.56 0.075 2,853.832 0.00 0.56 109.43 115.20 0.57 0.082 3,148.875 0.00 0.57 119.44 115.30 0.59 0.089 3,458.429 0.00 0.59 130.46 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08,11.01.51] Page 26 of 30 Basin 5 Subsection: Elevation-Volume-Flow Table (Pond) Label: 1 Return Event: 100 years Storm Event: Elevation (ft) 115.40 115.50 115.60 115.70 115.80 115.90 116.00 116.10 116.20 116.30 116.40 116.50 116.60 116.70 116.80 116.90 117.00 117.10 117.20 117.30 117.40 117.50 117.60 117.70 117.80 117.90 118.00 118.10 118.20 118.30 118.40 118.50 118.60 118.70 118.80 118.90 119.00 119.10 119.20 119.30 119.40 119.50 119.60 Outflow ms) 0.60 0.61 0.62 0.63 0.64 0.65 0.66 0.67 0.68 0.69 0.70 0.70 0.71 0.72 0.73 0.74 0.75 0.78 0.84 0.91 1.01 1.06 1.11 1.15 1.19 1.22 1.26 2.16 3.79 5.89 8.36 11.17 14.27 17.63 21.24 25.08 29.14 33.41 37.87 42.52 47.35 52.36 57.54 Storage (ac-ft) 0.098 0.107 0.117 0.127 0.139 0.151 0.165 0.179 0.194 0.211 0.228 0.247 0.266 0.287 0.309 0.332 0.356 0.382 0.410 0.439 0.470 0.502 0.537 0.573 0.611 0.651 0.693 0.737 0.780 0.824 0.869 0.913 0.958 1.004 1.049 1.095 1.142 1.188 1.236 1.283 1.331 1.379 1.427 Area (ft^) 3,782.493 4,121.067 4,474.153 4,841.749 5,223.855 5,620.472 6,031.600 6,454.712 6,892.166 7,343.962 7,810.099 8,290.578 8,785.399 9,294.562 9,818.066 10,355.912 10,908.100 11,601.192 12,315.630 13,051.414 13,808.544 14,587.021 15,386.844 16,208.014 17,050.530 17,914.392 18,799.600 18,944.603 19,090.163 19,236.280 19,382.954 19,530.185 19,677.973 19,826.319 19,975.221 20,124.680 20,274.697 20,425.270 20,576.401 20,728.089 20,880.333 21,033.135 21,186.494 Infiltration ms) 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Flow (Total) (ftVs) 0.60 0.61 0.62 0.63 0.64 0.65 0.66 0.67 0.68 0.69 0.70 0.70 0.71 0.72 0.73 0.74 0.75 0.78 0.84 0.91 1.01 1.06 1.11 1.15 1.19 1.22 1.26 2.16 3.79 5.89 8.36 11.17 14.27 17.63 21.24 25.08 29.14 33.41 37.87 42.52 47.35 52.36 57.54 2S/t + O ms) 142.53 155.71 170.04 185.58 202.36 220.44 239.86 260.68 282.93 306.66 331.93 358.77 387.23 417.37 449.23 482.86 518.30 555.84 595.75 638.10 682.96 730.33 780.33 833.02 888.49 946.79 1,008.01 1,071.82 1,136.84 1,202.81 1,269.66 1,337.31 1,405.76 1,474.96 1,544.91 1,615.58 1,686.97 1,759.07 1,831.87 1,905.36 1,979.54 2,054.41 2,129.95 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-7SS-1666 Bentley PondPack VSi [08.11.01.51] Page 27 of 30 Basin 5 Subsection: Elevation-Volume-Flow Table (Pond) Label: 1 Return Event: 100 years Storm Event: Elevation Outflow Storage Area Infiltration Flow (Total) 2S/t + 0 (ft) ms) (ac-ft) m ms) ms) ms) 119.70 62.88 1.476 21,340.410 0.00 62.88 2,206.17 119.80 68.37 1.525 21,494.883 0.00 68.37 2,283.06 119.90 74.03 1.575 21,649.913 0.00 74.03 2,360.62 120.00 79.83 1.625 21,805.500 0.00 79.83 2,438.84 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-7SS-1666 Bentley PondPack V8i [08.11.01.51] Page 28 of 30 Basin 5 Subsection: Level Pool Pond Routing Summary Label: 1 (IN) Return Event: 100 years Storm Event: Infiltration Infiltration Method (Computed) No Inflitration Initial Conditions Elevation (Water Surface, Initial) Volume (Initial) Flow (Initial Outlet) Flow (Initial Infiltration) Flow (Initial, Total) Time Increment 116.80 fl 0.309 ac-ft 0.73 ftVs 0.00 ft3/s 0.73 ftVs 1.000 min Inflow/Outflow Hydrograph Summary Flow (Peak In) Flow (Peak Outlet) 0.00ft3/s Time to Peak (Flow, In) 0.73 ftVs Time to Peak (Flow, Outlet) 0.000 min 0.000 min Elevation (Water Surface, Peak) Volume (Peak) Mass Balance (ac-ft) Volume (Initial) Volume (Total Inflow) Volume (Total Infiltration) Volume (Total Outlet Outflow) Volume (Retained) Volume (Unrouted) Error (Mass Balance) 116.80 ft 0.308 ac-ft 0,309 ac-fl 0.000 ac-ft 0.000 ac-ft 0.309 ac-ft 0.000 ac-ft 0.000 ac-ft 0.0 % POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 29 of 30 Basin 5 Index 1 1 (Elevation-Area Volume Curve)... 1 (Elevation-Area Volume Curve, 100 years)...18 1 (Elevation-Volume-Flow Table (Pond))... 1 (Elevation-Volume-Flow Table (Pond), 100 years)...26, 27, 28 1 (IN) (Level Pool Pond Routing Summary)... 1 (IN) (Level Pool Pond Routing Summary, 100 years)...29 1 (Time vs. Volume)... 1 (Time vs. Volume, 100 years)...3,4, 5, 6, 7, 8, 9,10,11,12,13,14,15,16,17 1 (Volume Equations)... 1 (Volume Equations, 100 years)... 19 M Master Network Summary...2 O Outlet* 1 (Composite Rating Curve)... Outlet#l (Composite Rating Curve, 100 years)...22, 23, 24, 25 Outlet* 1 (Outlet Input Data)... Outlet#l (Outlet Input Data, 100 years)...20, 21 POCS.ppc 3/13/2015 Bentley Systems, Inc. Haestad Methods Solution Center 27 Siemon Company Drive Suite 200 W Watertown, CT 06795 USA +1-203-755-1666 Bentley PondPack VSi [08.11.01.51] Page 30 of 30 APPENDIX E DMA/IMP/BMP Exhibits for Quarry Creek LEGEND: CARLSBAD/PROJECT WATERSHED BOUNDARY OTHER WATERSHEDS flKRWED SK PROJECT DESIGN CONSULTANTS Ptarnlna I UndK^a AicMMiim I En^rwaili^ PROJEOr WATERSHED BA&N PLAN hAAP ft \2«8.20\^y\Reports\IKnii-FE\Appemticas\APP E-Exhl)its\246e.20 Basin Plan Uap.dwg 12/4/2014 2-25:39 PU ^^^^ if, larry Creek Drainage Basins ale: 3/16/2015 I2468_02_DrainageBasin_11x17 ':\2468.20\GIS\f^xcJ\2468_02_DrainageBasin_11x17.mxd il»(s may be composed from various sources mlh t/iffe/enf feve/s of accuracy For delaH on accuracy ol this exhibil please reler to Mela Data provided I l_J 150 Feet 300 PROJECT DESIGN CONSULTANTf mm 4* i '-'it ?: •.V I |arry Creek ^ & .^V m Tiif liiMrT Legend [1 || Post Project Drainage Basins "^1^ Point of Compliance Hydrologic Soil Groups HI A I D Hydrologic Soil Groups ite; 12/3/2014 I2468_02_SoilMap_11x17 :\2468.20\GIS\Mxd\2468_02_SoilMap_11x17.mxd tils maybe composed trom various sources vulh different levels of accuracy For delals on accuracy ol this exhibit please reler to Mela Data provided. JFeef 150 300 r PROJECT DESIGN CONSULTANTS larry Creek Pre-Project Slope Analysis and Land Cover te: 12/3/2014 12468_02_PrePrjSlpCvr_11x17 :\2468.20\GIS\Mxd\2468_02_PrePrjSlpCvr_11x17.mx(J brls maybe composed from various sources with different levels of accuracy.For details on accuracy cf this extiitil pie refer to Meta Data provided. Feef 150 300 PROJECT DESIGN CONSULTANTS I ui 1^ PAD=7.9AC. IMP. ARE A=6.7 AC. ,85% IMP. PAD=4.14AC. IMP AREA=3.5AC.| 85% IMP. a. I PAD=1.72 AC. IMP AREA=1.37AC 80% IMP. PAD=5.8AC. IMPAREA=4.7AC.| 80% IMP. tarry Creek mm' PAD=1.6AC. IMPAREA=1.4 AC. 85% IMP. PAD=1.0AC. liMP AREA=.1 AC. 10% IMP. |PAD=6.0AC. 1PAREA=4.8 AC. ,80% IMP. ig®:g-3?3A'f^p:3i7i Basin 3-3 ' > |PAD=1.2 AC. liMP AREA=.92AC. j^^80% IMP. 1 PAD=1.14AC. |lMPAREA=0.6AC. 50% IMP. 1 PAD=9.4 AC. PAREA=7.5/ 80% IMP. t t.r ..V .jk & 41 Legend [l 11 Post Project Drainage Basins Point of Compliance Slope and Land Cover I Flat (0-5%. Grass Cover) Moderate (5-10%, Grass Cover) B Steep (10% and Greater, Grass Cover) I Impervious* "Impervious areas on pads are representative of future build-out development Post-Project Slope Analysis and Land Cover lie: 3/16/2015 12468_02_PostPrjSlpCvr_11x17 >:\2468.20\G IS\Mxd\2468_02_PostP rjS IpCvrJ 1 xl 7. mxd I • li£»lsmay be composed from various sources tvith different levels of accuracy For details on accuracy cf this ettiibit please reler to Meta Data piovided. Feef 150 300 PROJECT DESIGN CONSULTANTS Basin Detail Plan Sheet - For Reference APPENDIX F BMP Operation and Maintenance Procedures OPERATION & MAINTENANCE Bk> Clean Water Polisher an UpOow MMMa FMraHon ^Hwn Bl CLEAN ENVIRONMENTAL SERVICES, INC. Bio Clean Environmental Services, Inc. 2972 San Luis Rey Road Oceanside, CA 92054 www.blocleanenvlronmental.com P 760-433-7640 F 760-433-3176 OPERATION & MAINTENANCE Maintenance Summary- o Clean separation chamber every 6 to 12 months {60 minute service time). o Evaluate and replace up flow filter media (BioMediaGREEN blocks) as needed. Typically replacement occurs once every 6 to 12 months (60 minute sen/ice time). Notes: o Loading Varies at Every Location Due to Variations in Pollutant and Flow Volumes, o Maintenance Typically Occurs Before and After the Rainy Season, o Filter Media and Replacement Parts Can Be Provided By Bio Clean Environmental Services, Inc. Maintenance Procedures - A. Following installation ofthe Bio Clean Water Polisher (upfiow media filter) the unit requires maintenance. Maintenance can be provided by the Supplier, or a Supplier approved contractor. The cost of this service varies among providers. B. The Bio Clean Water Polisher is a multi-stage, self-contained treatment train. Each stage protects subsequent stages from clogging. These stages include: separation and upfiow filtration. 2. Separation is provided by a settling chamber. This chamber has a capacity of several cubic yards depending on the model number. This chamber targets sediments, debris, particulate metals and particulate nutrients. This chamber protects the subsequent upfiow filtration stage from premature clogging. It is recommended that this separation chamber be inspected every 6 months and cleaned every 6 to 12 months. This procedure can be performed with a standard vacuum truck. Tiiis procedure takes approximately 60 minutes. 3. Primary filtration is provided by an up flow filter utilizing BioMediaGREEN. The surface area varies depending on the size of the system. The greater the surface area, the longer the media will allow appropriate flow rates before clogging. This upfiow filter and the revolutionary BioMediaGREEN media targets fine TSS, dissolved metals, nutrients, and bacteria. It is recommended that the up flow filter and its media be inspected every 6 months and cleaned every 6 to 12 months. Media life depends on local loading conditions and can easily be replaced and disposed of without any equipment. Replacement of media takes approximately 60 minutes. The Bio Clean Water Polisher's separation chamber and up flow filter are designed to allow for the use of vacuum removal of captured materials in the sediment chamber. The chamber is serviceable by centrifugal compressor vacuum units without causing damage to the filter or during normal cleaning and maintenance. Filters can be cleaned and vacuumed from the standard manhole access or at grade. Maintenance Notes: 1. Bio Clean Environmental Services, Inc. recommends the separation chamber be inspected every 6 months and cleaned every 6 to 12 months depending on loading. The procedure is easily done with the use of any standard vacuum truck. o Remove all manhole covers (or open hatches) to gain access to the separation chamber. o Use a vacuum truck hose and insert into the manhole or hatch opening. Lower the vacuum hose into the sediment chamber. Begin vacuuming out accumulated sediments and standing water until the chamber is empty. A pressure washer may be needed to assist with removing sediments that are compacted or stuck to the walls and floor of the separation chamber. o Once the chamber is cleaned remove vacuum hose. o Remove vacuum hose and replace manhole covers or hatch doors. o Where possible the maintenance should be performed from the ground surface. o Note: entry into an underground stormwater vault such as an inlet vault requires certification of confined space training, o Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements. 2. Bio Clean Environmental Services, Inc. recommends the upfiow filter media be inspected every 6 months and cleaned/replaced every 6 to 12 months depending on loading. The procedure will require prior maintenance of separation chambers and screening basket. o Remove all manhole covers (or open hatches) to gain access to the separation chambers. o Enter the manhole closest to the outflow pipe. Always use appropriate safety gear and procedures and follow local regulations. o Open top doors of the up flow media filter cage. The latches slide back to open doors and gain access to media blocks (BioMediaGREEN). There are also layers of BioMediaWHITE under the media blocks that provide pre- treatment and extend media life. o Remove media blocks either by hand or lift them into vertical position and use a vacuum truck hose to remove the blocks. The BioMediaWHITE is available in sheets and should be removed by hand. No heavy equipment is necessary to remove or install new BioMediaWHITE. o Once all the media is removed use a pressure sprayer to wash of any accumulated debris on the screen ofthe media cage. o Install new layers of BioMediaWHITE on the bottom of the cage. Use three layers. o Install BioMediaGREEN blocks. Cut to fit. o Close doors of media filter cage and slide latches into place. o Exit the vault. o Note: entry into an underground stormwater vault such as an inlet vault requires certification of confined space training, o Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements. 3. Following maintenance and/or inspection, the maintenance operator shall prepare a maintenance/inspection record. The record shall include any maintenance activities performed, amount and description of debris collected, and condition ofthe system and its various filter mechanism. 4. The owner shall retain the maintenance/inspection record for a minimum of five years from the date of maintenance. These records shall be made available to the governing municipality for inspection upon request at any time. 5. Transport all debris, trash, organics and sediments to approved facility for disposal in accordance with local and state requirements. Manhole Covers Outflow Pipe Upfiow Filter Inflow Pipe Sediment Chamber Maintenance Sequence Remove Access Hatches and Inspect Sediment Accumulation in the First Chamber. Insert Vacuum Hose in the Sediment Chamber on the Influent End of the System and Vacuum at all Sediment and Standing Water. Assess the Condition ofthe Media in the Up Flow Filter. Remove Old Media When Necessary. Once Media is Removed Begin by Laying Down Three Layers of BioMediaWHITE. • / I Lay Down Blocks of BioMediaGREEN Until the Cage is Full. Media Should Be Packed Tight to Prevent Channeling. Close Lids of Media Cage. Maintenance ofthe System is Now Complete. I fJcl CLEAN CNVIKONMENT^L SERVICES. INC Inspection and Maintenance Report Bio Clean Water Polisher "oject Name I r ct Address (city) (Zip Code) ir I Management Company Dntact kctor Name Phone ( ) Date / / For Office Use Only (Reviewed By) IDale) Office personnel to complete section to the left. Time AM/PM /pe of Inspection • Routine • Follow Up I her Condition • Complaint Storm Additional Notes storm Event in Last 72-hours? • No • Yes I te Map I GPS Coordinates of Vault Model ^ Sediment Accumulation - Chamber 1 (lbs) Condition of Upfiow Media 25/50/75/100 (will be changed @ 75%) structural Notes Operational Per Manufactures' Specifications (If nol, why?) I I t Lat: Long: I I Lat: Long: I I Lat: I jmm i Long: jmments: t I 2972 San Luis Rey Road, Oceanside, CA 92058 P. 760.433.7640 F. 760.433.3176 For Questions and Technical Support Please Call Our Friendly Support Staff at: 760-433-7640 All Filtration Media, Hydrocarbon Booms and Replacement Parts Can Be Ordered from Bio Clean Environmental. All Components Can Be Replaced. APPENDIX G CD containing SDHM2011 Input and Output Files