6.00 0.000 0.00 0.025 749.2 37.49 37.56 0.039 5629 1.44
6.08 0.000 0.00 0.025 756.6 37.36 37.44 0.039 5610 1.43
6.17 0.000 0.00 0.024 764.0 37.23 37.31 0.039 5590 1.43
6.25 0.000 0.00 0.024 771.2 37.10 37.18 0.039 5571 1.42
6.33 0.000 0.00 0.024 778.4 36.98 37.06 0.039 5553 1.42
6.42 0.000 0.00 0.024 785.5 36.85 36.93 0.039 5534 1.41
6.50 0.000 0.00 0.023 792.5 36.73 36.81 0.039 5515 1.40
6.58 0.000 0.00 0.023 799.5 36.61 36.68 0.039 5497 1.40
6.67 0.000 0.00 0.023 806.4 36.48 36.56 0.039 5478 1.39
6.75 0.000 0.00 0.023 813.2 36.36 36.44 0.038 5460 1.39
6.83 0.000 0.00 0.022 820.0 36.24 36.31 0.038 5441 1.38
6.92 0.000 0.00 0.022 826.7 36.12 36.19 0.038 5423 1.37
7.00 0.000 0.00 0.022 833.4 36.00 36.07 0.038 5405 1.37
7.08 0.000 0.00 0.022 839.9 35.88 35.95 0.038 5387 1.36
7.17 0.000 0.00 0.022 846.5 35.76 35.83 0.038 5369 1.36
7.25 0.000 0.00 0.021 852.9 35.64 35.71 0.038 5351 1.35
7.33 0.000 0.00 0.021 859.3 35.52 35.59 0.038 5333 1.35
7.42 0.000 0.00 0.021 865.7 35.40 35.48 0.038 5316 1.34
7.50 0.000 0.00 0.021 872.0 35.28 35.36 0.038 5298 1.34
7.58 0.000 0.00 0.021 878.2 35.17 35.24 0.038 5281 1.33
7.67 0.000 0.00 0.021 884.4 35.05 35.12 0.038 5263 1.32
7.75 0.000 0.00 0.020 890.6 34.93 35.01 0.038 5246 1.32
7.83 0.000 0.00 0.020 896.6 34.82 34.89 0.037 5228 1.31
7.92 0.000 0.00 0.020 902.7 34.70 34.78 0.037 5211 1.31
8.00 0.000 0.00 0.020 908.7 34.59 34.66 0.037 5194 1.30
8.08 0.000 0.00 0.020
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 6 hr - 2 yr Total Hydrograph in BMP-3B Max outflow: 0.051 cfs initial elev: 0.0 ft
Max elevation in pond: 2.350 ft (from bottom of gravel) Peak flow in: 1.85 cfs Vol-out: 836 cu-ft Vol in: 9623 cu-ft
Pond Storm: 6 hr - 2 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.16 0.00 0.0 0.00 0.000 0 0.000
0.08 0.160 0.35 0.006 0.8 0.15 0.15 0.000 23 0.005
0.17 0.192 0.38 0.071 12.3 0.43 0.43 0.001 64 0.015
0.25 0.192 0.38 0.018 25.6 0.72 0.72 0.001 109 0.026
0.33 0.192 0.38 0.015 30.6 1.07 1.07 0.001 161 0.038
0.42 0.192 0.42 0.018 35.6 1.42 1.42 0.002 213 0.050
0.50 0.224 0.45 0.020 41.2 1.79 1.80 0.002 269 0.064
0.58 0.224 0.45 0.021 47.3 2.20 2.20 0.003 330 0.078
0.67 0.224 0.45 0.022 53.7 2.60 2.60 0.003 390 0.092
0.75 0.224 0.45 0.023 60.3 2.99 3.00 0.004 449 0.106
0.83 0.224 0.45 0.023 67.2 3.39 3.40 0.004 509 0.120
0.92 0.224 0.48 0.023 74.1 3.78 3.79 0.004 568 0.134
1.00 0.256 0.51 0.023 81.1 4.20 4.21 0.005 631 0.149
1.08 0.256 0.51 0.024 88.2 4.66 4.67 0.005 700 0.165
1.17 0.256 0.51 0.024 95.4 5.11 5.12 0.006 767 0.181
1.25 0.256 0.51 0.024 102.7 5.56 5.57 0.007 835 0.197
1.33 0.256 0.51 0.025 110.0 6.01 6.02 0.007 903 0.213
1.42 0.256 0.51 0.025 117.4 6.46 6.47 0.008 970 0.229
1.50 0.256 0.51 0.025 124.9 6.91 6.92 0.008 1037 0.245
1.58 0.256 0.51 0.025 132.4 7.35 7.37 0.009 1104 0.261
1.67 0.256 0.51 0.025 139.9 7.79 7.81 0.009 1171 0.276
1.75 0.256 0.51 0.025 147.4 8.24 8.26 0.010 1237 0.292
1.83 0.256 0.51 0.025 155.0 8.68 8.70 0.010 1303 0.308
1.92 0.256 0.54 0.025 162.5 9.12 9.14 0.011 1369 0.323
2.00 0.288 0.54 0.025 170.1 9.59 9.61 0.011 1440 0.340
2.08 0.256 0.54 0.025 177.7 10.06 10.08 0.012 1511 0.357
2.17 0.288 0.58 0.025 185.3 10.53 10.55 0.012 1581 0.374
2.25 0.288 0.58 0.026 193.0 11.03 11.05 0.013 1656 0.391
2.33 0.288 0.58 0.026 200.7 11.53 11.55 0.013 1731 0.409
2.42 0.288 0.58 0.026 208.4 12.02 12.05 0.014 1806 0.427
2.50 0.288 0.58 0.026 216.1 12.52 12.55 0.015 1880 0.444
2.58 0.288 0.58 0.026 223.9 13.01 13.04 0.015 1954 0.462
2.67 0.288 0.61 0.026 231.7 13.51 13.54 0.016 2028 0.479
2.75 0.320 0.64 0.026 239.5 14.03 14.06 0.016 2107 0.498
2.83 0.320 0.64 0.026 247.3 14.58 14.62 0.017 2190 0.517
2.92 0.320 0.64 0.026 255.2 15.14 15.17 0.018 2273 0.537
3.00 0.320 0.64 0.026 263.1 15.69 15.72 0.018 2356 0.556
3.08 0.320 0.67 0.027 271.0 16.24 16.27 0.019 2438 0.576
3.17 0.352 0.70 0.027 279.0 16.82 16.86 0.020 2525 0.597
3.25 0.352 0.70 0.027 287.0 17.43 17.47 0.020 2617 0.618
3.33 0.352 0.74 0.027 295.0 18.04 18.08 0.021 2708 0.640
3.42 0.384 0.80 0.027 303.1 18.67 18.72 0.022 2804 0.662
3.50 0.416 0.86 0.027 311.3 19.38 19.42 0.023 2910 0.687
3.58 0.448 0.90 0.027 319.5 20.14 20.19 0.024 3024 0.714
3.67 0.448 0.93 0.028 327.7 20.93 20.98 0.024 3143 0.742
3.75 0.480 0.96 0.028 336.1 21.75 21.80 0.025 3267 0.772 Pond Storm: 6 hr - 2 yr (Cont) Routing of 6 hr - 2 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.480 0.99 0.028 344.6 22.60 22.66 0.026 3395 0.80
3.92 0.512 1.02 0.029 353.1 23.48 23.54 0.027 3527 0.83
4.00 0.512 1.06 0.029 361.7 24.39 24.45 0.029 3663 0.87
4.08 0.544 1.12 0.029 370.5 25.33 25.39 0.030 3804 0.90
4.17 0.576 1.18 0.030 379.3 26.33 26.40 0.031 3955 0.93
4.25 0.608 1.25 0.030 388.2 27.39 27.46 0.032 4114 0.97
4.33 0.640 1.31 0.030 397.3 28.52 28.58 0.033 4282 1.02
4.42 0.672 1.34 0.031 406.5 29.70 29.77 0.034 4460 1.07
4.50 0.672 1.38 0.032 415.9 30.91 30.98 0.035 4642 1.13
4.58 0.704 1.44 0.032 425.5 32.15 32.23 0.036 4828 1.19
4.67 0.736 1.50 0.033 435.3 33.46 33.53 0.037 5024 1.25
4.75 0.768 1.54 0.034 445.4 34.82 34.89 0.037 5228 1.31
4.83 0.768 1.57 0.035 455.7 36.21 36.29 0.038 5437 1.38
4.92 0.800 1.63 0.036 466.3 37.63 37.71 0.039 5650 1.45
5.00 0.832 1.83 0.036 477.1 39.11 39.19 0.040 5873 1.52
5.08 0.993 2.15 0.037 488.1 40.78 40.86 0.041 6123 1.60
5.17 1.153 2.40 0.038 499.3 42.76 42.85 0.043 6421 1.69
5.25 1.249 2.59 0.039 510.9 45.00 45.09 0.044 6757 1.79
5.33 1.345 2.85 0.040 522.8 47.42 47.51 0.046 7120 1.91
5.42 1.505 3.36 0.042 535.1 50.09 50.19 0.048 7521 2.04
5.50 1.851 2.46 0.043 547.9 53.27 53.36 0.049 7997 2.19
5.58 0.608 0.90 0.045 561.1 55.54 55.64 0.050 8338 2.29
5.67 0.288 0.48 0.046 574.8 56.24 56.34 0.051 8444 2.33
5.75 0.192 0.35 0.046 588.6 56.53 56.63 0.051 8487 2.34
5.83 0.160 0.26 0.045 602.2 56.69 56.79 0.051 8511 2.35
5.92 0.096 0.16 0.044 615.6 56.75 56.85 0.051 8520 2.35
6.00 0.064 0.06 0.043 628.7 56.72 56.82 0.051 8516 2.35
6.08 0.000 0.00 0.043 641.6 56.60 56.70 0.051 8497 2.34
6.17 0.000 0.00 0.042 654.3 56.41 56.51 0.051 8469 2.33
6.25 0.000 0.00 0.041 666.7 56.23 56.33 0.051 8442 2.33
6.33 0.000 0.00 0.040 678.8 56.04 56.15 0.051 8414 2.32
6.42 0.000 0.00 0.039 690.8 55.86 55.96 0.051 8387 2.31
6.50 0.000 0.00 0.039 702.5 55.68 55.78 0.051 8360 2.30
6.58 0.000 0.00 0.038 714.0 55.51 55.61 0.050 8333 2.29
6.67 0.000 0.00 0.037 725.3 55.33 55.43 0.050 8307 2.28
6.75 0.000 0.00 0.037 736.4 55.16 55.26 0.050 8281 2.27
6.83 0.000 0.00 0.036 747.3 54.98 55.08 0.050 8255 2.27
6.92 0.000 0.00 0.036 758.1 54.81 54.91 0.050 8229 2.26
7.00 0.000 0.00 0.035 768.7 54.64 54.74 0.050 8203 2.25
7.08 0.000 0.00 0.035 779.2 54.47 54.57 0.050 8178 2.24
7.17 0.000 0.00 0.034 789.5 54.30 54.40 0.050 8153 2.23
7.25 0.000 0.00 0.034 799.6 54.13 54.23 0.050 8128 2.23
7.33 0.000 0.00 0.033 809.6 53.97 54.07 0.050 8103 2.22
7.42 0.000 0.00 0.033 819.5 53.80 53.90 0.050 8078 2.21
7.50 0.000 0.00 0.032 829.3 53.64 53.74 0.049 8053 2.20
7.58 0.000 0.00 0.032 838.9 53.48 53.57 0.049 8029 2.20
7.67 0.000 0.00 0.031 848.4 53.31 53.41 0.049 8005 2.19
7.75 0.000 0.00 0.031 857.8 53.15 53.25 0.049 7980 2.18
7.83 0.000 0.00 0.031 867.1 52.99 53.09 0.049 7956 2.17
7.92 0.000 0.00 0.030 876.3 52.83 52.93 0.049 7932 2.16
8.00 0.000 0.00 0.030 885.3 52.68 52.77 0.049 7909 2.16
8.08 0.000 0.00 0.030 894.3
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 24 hr - 2 yr Total Hydrograph in BMP-3B Max outflow: 0.060 cfs initial elev: 0.0 ft
Max elevation in pond: 3.173 ft (from bottom of gravel) Peak flow in: 0.63 cfs Vol-out: 3216 cu-ft Vol in: 16741 cu-ft
Pond Storm: 24 hr - 2 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.04 0.00 0.0 0.00 0.000 0 0.00
0.25 0.037 0.09 0.006 2.5 0.03 0.03 0.000 14 0.00
0.50 0.056 0.11 0.019 13.5 0.10 0.10 0.000 45 0.01
0.75 0.056 0.13 0.013 28.0 0.18 0.18 0.001 80 0.02
1.00 0.074 0.13 0.012 39.5 0.28 0.28 0.001 126 0.03
1.25 0.056 0.11 0.013 50.9 0.38 0.39 0.001 173 0.04
1.50 0.056 0.11 0.013 62.8 0.46 0.47 0.002 210 0.05
1.75 0.056 0.13 0.013 74.9 0.55 0.55 0.002 246 0.06
2.00 0.074 0.15 0.013 86.9 0.64 0.65 0.002 291 0.07
2.25 0.074 0.15 0.013 98.8 0.76 0.77 0.003 344 0.08
2.50 0.074 0.17 0.014 111.0 0.88 0.88 0.003 396 0.09
2.75 0.093 0.19 0.014 123.4 1.01 1.02 0.004 456 0.11
3.00 0.093 0.19 0.014 136.1 1.16 1.17 0.004 523 0.12
3.25 0.093 0.19 0.015 149.0 1.31 1.32 0.005 590 0.14
3.50 0.093 0.19 0.015 162.2 1.45 1.46 0.005 656 0.16
3.75 0.093 0.20 0.015 175.6 1.60 1.61 0.006 722 0.17
4.00 0.112 0.22 0.015 189.2 1.76 1.77 0.006 795 0.19
4.25 0.112 0.24 0.015 203.0 1.94 1.95 0.007 876 0.21
4.50 0.130 0.26 0.016 216.9 2.14 2.15 0.008 964 0.23
4.75 0.130 0.28 0.016 231.2 2.35 2.36 0.008 1060 0.25
5.00 0.149 0.26 0.016 245.7 2.58 2.59 0.009 1163 0.27
5.25 0.112 0.24 0.017 260.5 2.78 2.80 0.010 1257 0.30
5.50 0.130 0.28 0.017 275.5 2.97 2.99 0.010 1342 0.32
5.75 0.149 0.30 0.017 290.7 3.19 3.22 0.011 1443 0.34
6.00 0.149 0.32 0.017 306.1 3.43 3.46 0.012 1551 0.37
6.25 0.167 0.33 0.017 321.7 3.69 3.72 0.013 1666 0.39
6.50 0.167 0.35 0.018 337.4 3.96 3.99 0.014 1789 0.42
6.75 0.186 0.37 0.018 353.5 4.25 4.28 0.015 1919 0.45
7.00 0.186 0.37 0.018 369.8 4.55 4.59 0.016 2056 0.49
7.25 0.186 0.39 0.019 386.3 4.85 4.89 0.017 2192 0.52
7.50 0.205 0.43 0.019 403.2 5.17 5.21 0.018 2335 0.55
7.75 0.223 0.47 0.019 420.2 5.52 5.56 0.019 2494 0.59
8.00 0.242 0.52 0.019 437.6 5.91 5.95 0.021 2667 0.63
8.25 0.279 0.56 0.020 455.3 6.34 6.39 0.022 2865 0.68
8.50 0.279 0.58 0.020 473.3 6.81 6.86 0.024 3077 0.73
8.75 0.298 0.61 0.021 491.8 7.30 7.35 0.026 3296 0.78
9.00 0.316 0.67 0.021 510.7 7.81 7.87 0.027 3529 0.83
9.25 0.353 0.73 0.022 530.0 8.38 8.44 0.029 3785 0.89
9.50 0.372 0.76 0.022 549.8 9.00 9.06 0.032 4065 0.96
9.75 0.391 0.80 0.023 570.1 9.65 9.72 0.034 4358 1.04
10.00 0.409 0.69 0.024 591.0 10.33 10.40 0.035 4666 1.14
10.25 0.279 0.56 0.025 612.7 10.90 10.97 0.036 4922 1.22
10.50 0.279 0.65 0.025 635.2 11.34 11.41 0.037 5118 1.28
10.75 0.372 0.74 0.026 658.0 11.86 11.94 0.038 5355 1.35
11.00 0.372 0.73 0.026 681.2 12.48 12.55 0.039 5631 1.44
11.25 0.353 0.71 0.027 704.8 13.07 13.15 0.040 5898 1.52 Pond Storm: 24 hr - 2 yr (Cont) Routing of 24 hr - 2 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
11.50 0.353 0.67 0.027 728.8 13.64 13.72 0.042 6156 1.61
11.75 0.316 0.65 0.027 753.3 14.17 14.25 0.043 6394 1.68
12.00 0.335 0.80 0.028 778.1 14.68 14.76 0.044 6624 1.75
12.25 0.465 0.95 0.028 803.1 15.33 15.42 0.045 6919 1.85
12.50 0.484 1.00 0.028 828.4 16.13 16.22 0.047 7279 1.96
12.75 0.521 1.06 0.029 854.2 16.98 17.08 0.048 7663 2.08
13.00 0.539 1.17 0.030 880.6 17.88 17.98 0.050 8070 2.21
13.25 0.632 1.26 0.030 907.7 18.89 18.99 0.051 8525 2.35
13.50 0.632 1.06 0.031 935.4 19.99 20.10 0.053 9019 2.51
13.75 0.428 0.86 0.032 963.9 20.88 20.99 0.054 9420 2.63
14.00 0.428 0.93 0.033 993.1 21.56 21.67 0.055 9726 2.73
14.25 0.502 0.99 0.033 1022.5 22.31 22.42 0.056 10065 2.84
14.50 0.484 0.97 0.033 1052.2 23.12 23.23 0.058 10428 2.95
14.75 0.484 0.95 0.033 1082.0 23.90 24.02 0.058 10781 3.02
15.00 0.465 0.91 0.033 1112.0 24.66 24.78 0.059 11125 3.05
15.25 0.446 0.87 0.033 1141.7 25.39 25.51 0.059 11453 3.08
15.50 0.428 0.78 0.032 1170.9 26.08 26.20 0.059 11764 3.11
15.75 0.353 0.71 0.032 1199.8 26.68 26.80 0.059 12033 3.14
16.00 0.353 0.43 0.031 1228.3 27.21 27.32 0.060 12269 3.16
16.25 0.074 0.15 0.031 1256.5 27.45 27.57 0.060 12380 3.17
16.50 0.074 0.13 0.031 1284.2 27.42 27.54 0.060 12366 3.17
16.75 0.056 0.11 0.030 1311.5 27.37 27.49 0.060 12343 3.17
17.00 0.056 0.15 0.030 1338.3 27.30 27.42 0.060 12313 3.17
17.25 0.093 0.19 0.029 1364.7 27.27 27.39 0.060 12300 3.17
17.50 0.093 0.19 0.029 1390.6 27.28 27.40 0.060 12304 3.17
17.75 0.093 0.17 0.028 1416.1 27.29 27.41 0.060 12308 3.17
18.00 0.074 0.15 0.028 1441.2 27.28 27.40 0.060 12305 3.17
18.25 0.074 0.15 0.027 1466.0 27.26 27.38 0.060 12294 3.16
18.50 0.074 0.13 0.027 1490.4 27.23 27.35 0.060 12282 3.16
18.75 0.056 0.09 0.027 1514.5 27.19 27.31 0.060 12263 3.16
19.00 0.037 0.09 0.026 1538.3 27.11 27.23 0.060 12228 3.16
19.25 0.056 0.13 0.026 1561.7 27.03 27.15 0.060 12192 3.15
19.50 0.074 0.13 0.026 1584.9 26.99 27.11 0.060 12174 3.15
19.75 0.056 0.09 0.025 1607.8 26.95 27.07 0.060 12156 3.15
20.00 0.037 0.09 0.025 1630.4 26.88 27.00 0.059 12122 3.15
20.25 0.056 0.11 0.025 1652.7 26.80 26.92 0.059 12088 3.14
20.50 0.056 0.11 0.024 1674.8 26.75 26.87 0.059 12063 3.14
20.75 0.056 0.09 0.024 1696.7 26.69 26.81 0.059 12038 3.14
21.00 0.037 0.09 0.024 1718.3 26.62 26.74 0.059 12004 3.13
21.25 0.056 0.09 0.024 1739.7 26.54 26.66 0.059 11972 3.13
21.50 0.037 0.09 0.023 1760.8 26.47 26.59 0.059 11939 3.13
21.75 0.056 0.09 0.023 1781.8 26.40 26.52 0.059 11906 3.12
22.00 0.037 0.09 0.023 1802.5 26.33 26.45 0.059 11874 3.12
22.25 0.056 0.09 0.023 1823.1 26.26 26.37 0.059 11842 3.12
22.50 0.037 0.07 0.023 1843.4 26.19 26.30 0.059 11810 3.12
22.75 0.037 0.07 0.022 1863.6 26.10 26.22 0.059 11770 3.11
23.00 0.037 0.07 0.022 1883.6 26.01 26.13 0.059 11731 3.11
23.25 0.037 0.07 0.022 1903.4 25.92 26.04 0.059 11691 3.10
23.50 0.037 0.07 0.022 1923.0 25.83 25.95 0.059 11652 3.10
23.75 0.037 0.07 0.022 1942.4 25.75 25.87 0.059 11613 3.09
24.00 0.037 0.04 0.021 1961.7 25.66 25.78 0.059 11574 3.09
24.25 0.000 0.00 0.021 1980.9 25.66 25.66
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 1 hr - 5 yr Total Hydrograph in BMP-3B Max outflow: 0.039 cfs initial elev: 0.00 ft
Max elevation in pond: 1.426 ft (from bottom of gravel) Peak flow in: 6.21 cfs Vol-out: 944 cu-ft Vol in: 5880 cu-ft
Pond Storm: 1 hr - 5 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.79 0.00 0.0 0.00 0.000 0 0.00
0.08 0.793 1.63 0.006 0.8 0.79 0.79 0.001 118 0.03
0.17 0.839 1.73 0.339 52.5 2.07 2.07 0.002 311 0.07
0.25 0.893 1.85 0.019 106.2 3.43 3.44 0.004 516 0.12
0.33 0.958 2.02 0.017 111.7 5.24 5.25 0.006 786 0.19
0.42 1.058 2.23 0.022 117.5 7.20 7.21 0.008 1081 0.26
0.50 1.176 2.52 0.027 124.9 9.36 9.38 0.011 1406 0.33
0.58 1.346 2.96 0.032 133.7 11.79 11.82 0.014 1771 0.42
0.67 1.618 4.15 0.037 144.0 14.65 14.69 0.017 2201 0.52
0.75 2.537 8.75 0.041 155.7 18.69 18.73 0.022 2806 0.66
0.83 6.211 7.51 0.048 169.1 27.28 27.35 0.032 4097 0.97
0.92 1.299 2.17 0.062 185.6 34.61 34.68 0.037 5197 1.30
1.00 0.871 0.87 0.075 206.2 36.56 36.64 0.039 5490 1.40
1.08 0.000 0.00 0.073 228.4 37.21 37.29 0.039 5587 1.43
1.17 0.000 0.00 0.067 249.4 36.99 37.07 0.039 5555 1.42
1.25 0.000 0.00 0.062 268.8 36.78 36.86 0.039 5523 1.41
1.33 0.000 0.00 0.057 286.7 36.59 36.67 0.039 5494 1.40
1.42 0.000 0.00 0.054 303.4 36.40 36.48 0.039 5466 1.39
1.50 0.000 0.00 0.051 319.1 36.22 36.29 0.038 5438 1.38
1.58 0.000 0.00 0.048 334.0 36.04 36.12 0.038 5412 1.37
1.67 0.000 0.00 0.046 348.3 35.87 35.95 0.038 5386 1.36
1.75 0.000 0.00 0.044 361.8 35.70 35.78 0.038 5361 1.36
1.83 0.000 0.00 0.043 374.9 35.54 35.62 0.038 5337 1.35
1.92 0.000 0.00 0.041 387.5 35.38 35.46 0.038 5313 1.34
2.00 0.000 0.00 0.040 399.6 35.23 35.30 0.038 5289 1.33
2.08 0.000 0.00 0.039 411.4 35.07 35.15 0.038 5266 1.33
2.17 0.000 0.00 0.037 422.8 34.92 35.00 0.038 5244 1.32
2.25 0.000 0.00 0.036 433.9 34.77 34.85 0.037 5221 1.31
2.33 0.000 0.00 0.036 444.7 34.63 34.70 0.037 5199 1.30
2.42 0.000 0.00 0.035 455.2 34.48 34.56 0.037 5178 1.30
2.50 0.000 0.00 0.034 465.5 34.34 34.41 0.037 5156 1.29
2.58 0.000 0.00 0.033 475.5 34.20 34.27 0.037 5135 1.28
2.67 0.000 0.00 0.032 485.3 34.06 34.13 0.037 5114 1.28
2.75 0.000 0.00 0.032 494.9 33.92 33.99 0.037 5094 1.27
2.83 0.000 0.00 0.031 504.3 33.78 33.86 0.037 5073 1.26
2.92 0.000 0.00 0.030 513.6 33.65 33.72 0.037 5053 1.26
3.00 0.000 0.00 0.030 522.6 33.52 33.59 0.037 5033 1.25
3.08 0.000 0.00 0.029 531.5 33.38 33.46 0.036 5013 1.25
3.17 0.000 0.00 0.029 540.2 33.25 33.33 0.036 4993 1.24
3.25 0.000 0.00 0.028 548.7 33.12 33.20 0.036 4974 1.23
3.33 0.000 0.00 0.028 557.2 32.99 33.07 0.036 4955 1.23
3.42 0.000 0.00 0.027 565.4 32.87 32.94 0.036 4935 1.22
3.50 0.000 0.00 0.027 573.6 32.74 32.81 0.036 4916 1.22
3.58 0.000 0.00 0.027 581.6 32.62 32.69 0.036 4898 1.21
3.67 0.000 0.00 0.026 589.5 32.49 32.56 0.036 4879 1.20
3.75 0.000 0.00 0.026 597.3 32.37 32.44 0.036 4860 1.20 Pond Storm: 1 hr - 5 yr (Cont) Routing of 1 hr - 5 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.025 605.0 32.24 32.32 0.036 4842 1.19
3.92 0.000 0.00 0.025 612.6 32.12 32.19 0.036 4824 1.19
4.00 0.000 0.00 0.025 620.0 32.00 32.07 0.036 4806 1.18
4.08 0.000 0.00 0.024 627.4 31.88 31.95 0.035 4788 1.17
4.17 0.000 0.00 0.024 634.7 31.76 31.83 0.035 4770 1.17
4.25 0.000 0.00 0.024 641.9 31.64 31.71 0.035 4752 1.16
4.33 0.000 0.00 0.024 649.0 31.53 31.60 0.035 4734 1.16
4.42 0.000 0.00 0.023 656.0 31.41 31.48 0.035 4717 1.15
4.50 0.000 0.00 0.023 662.9 31.29 31.36 0.035 4699 1.15
4.58 0.000 0.00 0.023 669.8 31.18 31.25 0.035 4682 1.14
4.67 0.000 0.00 0.022 676.5 31.06 31.13 0.035 4665 1.14
4.75 0.000 0.00 0.022 683.2 30.95 31.02 0.035 4647 1.13
4.83 0.000 0.00 0.022 689.9 30.83 30.90 0.035 4630 1.12
4.92 0.000 0.00 0.022 696.4 30.72 30.79 0.035 4613 1.12
5.00 0.000 0.00 0.021 702.9 30.61 30.68 0.035 4596 1.11
5.08 0.000 0.00 0.021 709.3 30.50 30.57 0.035 4580 1.11
5.17 0.000 0.00 0.021 715.6 30.39 30.45 0.034 4563 1.10
5.25 0.000 0.00 0.021 721.9 30.27 30.34 0.034 4546 1.10
5.33 0.000 0.00 0.021 728.2 30.16 30.23 0.034 4530 1.09
5.42 0.000 0.00 0.020 734.3 30.06 30.12 0.034 4513 1.09
5.50 0.000 0.00 0.020 740.4 29.95 30.01 0.034 4497 1.08
5.58 0.000 0.00 0.020 746.5 29.84 29.91 0.034 4481 1.08
5.67 0.000 0.00 0.020 752.4 29.73 29.80 0.034 4465 1.07
5.75 0.000 0.00 0.020 758.4 29.62 29.69 0.034 4448 1.07
5.83 0.000 0.00 0.020 764.3 29.52 29.58 0.034 4432 1.06
5.92 0.000 0.00 0.019 770.1 29.41 29.48 0.034 4416 1.06
6.00 0.000 0.00 0.019 775.8 29.30 29.37 0.034 4400 1.05
6.08 0.000 0.00 0.019 781.6 29.20 29.26 0.034 4385 1.05
6.17 0.000 0.00 0.019 787.2 29.09 29.16 0.034 4369 1.04
6.25 0.000 0.00 0.019 792.9 28.99 29.05 0.034 4353 1.04
6.33 0.000 0.00 0.019 798.5 28.88 28.95 0.033 4338 1.03
6.42 0.000 0.00 0.018 804.0 28.78 28.85 0.033 4322 1.03
6.50 0.000 0.00 0.018 809.5 28.68 28.74 0.033 4307 1.02
6.58 0.000 0.00 0.018 814.9 28.57 28.64 0.033 4291 1.02
6.67 0.000 0.00 0.018 820.3 28.47 28.54 0.033 4276 1.01
6.75 0.000 0.00 0.018 825.7 28.37 28.44 0.033 4260 1.01
6.83 0.000 0.00 0.018 831.0 28.27 28.33 0.033 4245 1.00
6.92 0.000 0.00 0.018 836.3 28.17 28.23 0.033 4230 1.00
7.00 0.000 0.00 0.017 841.5 28.07 28.13 0.033 4215 1.00
7.08 0.000 0.00 0.017 846.7 27.97 28.03 0.033 4200 0.99
7.17 0.000 0.00 0.017 851.9 27.87 27.93 0.033 4185 0.99
7.25 0.000 0.00 0.017 857.0 27.77 27.83 0.032 4170 0.98
7.33 0.000 0.00 0.017 862.1 27.67 27.73 0.032 4155 0.98
7.42 0.000 0.00 0.017 867.2 27.57 27.63 0.032 4140 0.98
7.50 0.000 0.00 0.017 872.2 27.47 27.54 0.032 4126 0.97
7.58 0.000 0.00 0.017 877.2 27.38 27.44 0.032 4111 0.97
7.67 0.000 0.00 0.017 882.2 27.28 27.34 0.032 4097 0.97
7.75 0.000 0.00 0.016 887.1 27.18 27.25 0.032 4082 0.96
7.83 0.000 0.00 0.016 892.0 27.09 27.15 0.032 4068 0.96
7.92 0.000 0.00 0.016 896.9 26.99 27.05 0.032 4053 0.96
8.00 0.000 0.00 0.016 901.8 26.89 26.96 0.031 4039 0.95
8.08 0.000 0.00 0.016
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 3 hr - 5 yr Total Hydrograph in BMP-3B Max outflow: 0.051 cfs initial elev: 0.0 ft
Max elevation in pond: 2.358 ft (from bottom of gravel) Peak flow in: 2.78 cfs Vol-out: 1125 cu-ft Vol in: 9266 cu-ft
Pond Storm: 3 hr - 5 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.39 0.00 0.0 0.00 0.000 0 0.00
0.08 0.392 0.78 0.006 0.8 0.39 0.39 0.000 58 0.01
0.17 0.392 0.72 0.169 27.0 0.99 1.00 0.001 149 0.04
0.25 0.332 0.78 0.018 55.1 1.53 1.53 0.002 229 0.05
0.33 0.452 0.90 0.015 60.2 2.27 2.28 0.003 341 0.08
0.42 0.452 1.00 0.019 65.3 3.13 3.14 0.004 471 0.11
0.50 0.543 1.00 0.022 71.5 4.08 4.09 0.005 612 0.14
0.58 0.452 1.00 0.026 78.7 5.01 5.03 0.006 753 0.18
0.67 0.543 1.09 0.028 86.7 5.94 5.96 0.007 892 0.21
0.75 0.543 1.00 0.030 95.4 6.95 6.97 0.008 1044 0.25
0.83 0.452 0.93 0.031 104.5 7.87 7.89 0.009 1182 0.28
0.92 0.483 1.03 0.032 114.0 8.72 8.74 0.010 1310 0.31
1.00 0.543 1.21 0.032 123.7 9.66 9.68 0.011 1451 0.34
1.08 0.663 1.33 0.033 133.5 10.77 10.80 0.013 1618 0.38
1.17 0.663 1.33 0.034 143.5 12.01 12.03 0.014 1803 0.43
1.25 0.663 1.27 0.035 153.9 13.23 13.26 0.015 1987 0.47
1.33 0.603 1.39 0.036 164.5 14.40 14.43 0.017 2162 0.51
1.42 0.784 1.60 0.036 175.3 15.67 15.71 0.018 2354 0.56
1.50 0.814 1.54 0.037 186.3 17.16 17.20 0.020 2577 0.61
1.58 0.724 1.54 0.038 197.6 18.58 18.62 0.022 2790 0.66
1.67 0.814 1.81 0.039 209.0 19.99 20.04 0.023 3003 0.71
1.75 0.995 1.93 0.039 220.7 21.67 21.73 0.025 3255 0.77
1.83 0.935 1.81 0.040 232.6 23.47 23.53 0.027 3525 0.83
1.92 0.875 1.78 0.041 244.8 25.14 25.20 0.029 3775 0.89
2.00 0.905 1.84 0.042 257.2 26.77 26.84 0.031 4021 0.95
2.08 0.935 2.20 0.042 269.8 28.46 28.53 0.033 4275 1.01
2.17 1.267 2.77 0.043 282.5 30.51 30.58 0.035 4582 1.11
2.25 1.508 2.56 0.045 295.6 33.13 33.20 0.036 4974 1.23
2.33 1.056 3.26 0.047 309.3 35.52 35.60 0.038 5334 1.35
2.42 2.205 4.62 0.049 323.7 38.61 38.69 0.040 5797 1.49
2.50 2.411 5.20 0.051 338.7 43.04 43.12 0.043 6462 1.70
2.58 2.784 4.62 0.055 354.7 48.03 48.13 0.046 7212 1.94
2.67 1.832 2.44 0.060 372.0 52.44 52.53 0.049 7873 2.15
2.75 0.603 1.15 0.063 390.3 54.65 54.75 0.050 8205 2.25
2.83 0.543 1.09 0.063 409.2 55.57 55.67 0.050 8343 2.29
2.92 0.543 0.72 0.061 427.7 56.43 56.53 0.051 8472 2.33
3.00 0.181 0.18 0.060 445.9 56.93 57.03 0.051 8547 2.36
3.08 0.000 0.00 0.058 463.5 56.89 56.99 0.051 8541 2.36
3.17 0.000 0.00 0.056 480.6 56.67 56.78 0.051 8509 2.35
3.25 0.000 0.00 0.054 497.1 56.46 56.56 0.051 8477 2.34
3.33 0.000 0.00 0.052 513.0 56.25 56.36 0.051 8446 2.33
3.42 0.000 0.00 0.051 528.5 56.05 56.15 0.051 8415 2.32
3.50 0.000 0.00 0.049 543.4 55.85 55.95 0.051 8385 2.31
3.58 0.000 0.00 0.048 557.9 55.65 55.75 0.051 8355 2.30
3.67 0.000 0.00 0.046 572.0 55.46 55.56 0.050 8326 2.29
3.75 0.000 0.00 0.045 585.8 55.26 55.36 0.050 8297 2.28 Pond Storm: 3 hr - 5 yr (Cont) Routing of 3 hr - 5 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.044 599.2 55.07 55.17 0.050 8269 2.27
3.92 0.000 0.00 0.043 612.3 54.89 54.99 0.050 8240 2.26
4.00 0.000 0.00 0.042 625.1 54.70 54.80 0.050 8213 2.25
4.08 0.000 0.00 0.041 637.6 54.52 54.62 0.050 8185 2.24
4.17 0.000 0.00 0.040 649.8 54.34 54.44 0.050 8158 2.24
4.25 0.000 0.00 0.040 661.9 54.16 54.26 0.050 8131 2.23
4.33 0.000 0.00 0.039 673.7 53.98 54.08 0.050 8104 2.22
4.42 0.000 0.00 0.038 685.2 53.80 53.90 0.050 8078 2.21
4.50 0.000 0.00 0.038 696.6 53.63 53.73 0.049 8052 2.20
4.58 0.000 0.00 0.037 707.8 53.45 53.55 0.049 8026 2.19
4.67 0.000 0.00 0.036 718.7 53.28 53.38 0.049 8000 2.19
4.75 0.000 0.00 0.036 729.5 53.11 53.21 0.049 7974 2.18
4.83 0.000 0.00 0.035 740.2 52.94 53.04 0.049 7949 2.17
4.92 0.000 0.00 0.035 750.6 52.78 52.87 0.049 7924 2.16
5.00 0.000 0.00 0.034 760.9 52.61 52.71 0.049 7899 2.15
5.08 0.000 0.00 0.034 771.1 52.44 52.54 0.049 7874 2.15
5.17 0.000 0.00 0.033 781.1 52.28 52.38 0.049 7849 2.14
5.25 0.000 0.00 0.033 791.0 52.12 52.21 0.049 7825 2.13
5.33 0.000 0.00 0.032 800.7 51.95 52.05 0.049 7800 2.12
5.42 0.000 0.00 0.032 810.4 51.79 51.89 0.049 7776 2.12
5.50 0.000 0.00 0.031 819.9 51.63 51.73 0.048 7752 2.11
5.58 0.000 0.00 0.031 829.2 51.47 51.57 0.048 7728 2.10
5.67 0.000 0.00 0.031 838.5 51.31 51.41 0.048 7704 2.09
5.75 0.000 0.00 0.030 847.6 51.16 51.25 0.048 7681 2.09
5.83 0.000 0.00 0.030 856.7 51.00 51.10 0.048 7657 2.08
5.92 0.000 0.00 0.030 865.6 50.85 50.94 0.048 7634 2.07
6.00 0.000 0.00 0.029 874.4 50.69 50.79 0.048 7611 2.06
6.08 0.000 0.00 0.029 883.2 50.54 50.63 0.048 7588 2.06
6.17 0.000 0.00 0.029 891.8 50.38 50.48 0.048 7565 2.05
6.25 0.000 0.00 0.028 900.4 50.23 50.33 0.048 7542 2.04
6.33 0.000 0.00 0.028 908.8 50.08 50.17 0.048 7519 2.03
6.42 0.000 0.00 0.028 917.2 49.93 50.02 0.048 7496 2.03
6.50 0.000 0.00 0.027 925.5 49.78 49.87 0.047 7474 2.02
6.58 0.000 0.00 0.027 933.7 49.63 49.72 0.047 7451 2.01
6.67 0.000 0.00 0.027 941.8 49.48 49.58 0.047 7429 2.01
6.75 0.000 0.00 0.027 949.8 49.33 49.43 0.047 7407 2.00
6.83 0.000 0.00 0.026 957.8 49.19 49.28 0.047 7385 1.99
6.92 0.000 0.00 0.026 965.7 49.04 49.13 0.047 7363 1.99
7.00 0.000 0.00 0.026 973.5 48.89 48.99 0.047 7341 1.98
7.08 0.000 0.00 0.026 981.2 48.75 48.84 0.047 7319 1.97
7.17 0.000 0.00 0.025 988.9 48.60 48.70 0.047 7297 1.96
7.25 0.000 0.00 0.025 996.5 48.46 48.55 0.047 7276 1.96
7.33 0.000 0.00 0.025 1004.1 48.32 48.41 0.047 7254 1.95
7.42 0.000 0.00 0.025 1011.5 48.17 48.27 0.046 7233 1.94
7.50 0.000 0.00 0.025 1019.0 48.03 48.12 0.046 7212 1.94
7.58 0.000 0.00 0.024 1026.3 47.89 47.98 0.046 7190 1.93
7.67 0.000 0.00 0.024 1033.6 47.75 47.84 0.046 7169 1.92
7.75 0.000 0.00 0.024 1040.8 47.61 47.70 0.046 7148 1.92
7.83 0.000 0.00 0.024 1048.0 47.47 47.56 0.046 7127 1.91
7.92 0.000 0.00 0.024 1055.1 47.33 47.42 0.046 7106 1.90
8.00 0.000 0.00 0.023 1062.2 47.19 47.28 0.046 7085 1.90
8.08 0.000 0.00 0.023
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 6 hr - 5 yr Total Hydrograph in BMP-3B Max outflow: 0.059 cfs initial elev: 0.0 ft
Max elevation in pond: 3.053 ft (from bottom of gravel) Peak flow in: 2.55 cfs Vol-out: 1000 cu-ft Vol in: 12468 cu-ft
Pond Storm: 6 hr - 5 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.21 0.00 0.0 0.00 0.000 0 0.000
0.08 0.206 0.45 0.006 0.8 0.20 0.20 0.000 30 0.007
0.17 0.247 0.49 0.090 15.2 0.56 0.56 0.001 83 0.020
0.25 0.247 0.49 0.018 31.5 0.94 0.94 0.001 141 0.033
0.33 0.247 0.49 0.016 36.7 1.40 1.40 0.002 210 0.049
0.42 0.247 0.54 0.019 41.9 1.85 1.85 0.002 278 0.066
0.50 0.288 0.58 0.021 47.9 2.34 2.34 0.003 351 0.083
0.58 0.288 0.58 0.023 54.5 2.87 2.87 0.003 430 0.102
0.67 0.288 0.58 0.024 61.5 3.39 3.39 0.004 509 0.120
0.75 0.288 0.58 0.025 68.8 3.91 3.91 0.005 586 0.139
0.83 0.288 0.58 0.026 76.4 4.42 4.43 0.005 664 0.157
0.92 0.288 0.62 0.026 84.1 4.93 4.95 0.006 741 0.175
1.00 0.329 0.66 0.026 91.9 5.49 5.50 0.006 824 0.195
1.08 0.329 0.66 0.027 99.8 6.08 6.09 0.007 913 0.216
1.17 0.329 0.66 0.027 107.9 6.67 6.68 0.008 1001 0.237
1.25 0.329 0.66 0.027 116.0 7.26 7.27 0.008 1090 0.257
1.33 0.329 0.66 0.028 124.2 7.84 7.86 0.009 1178 0.278
1.42 0.329 0.66 0.028 132.5 8.42 8.44 0.010 1265 0.299
1.50 0.329 0.66 0.028 140.9 9.01 9.03 0.011 1353 0.319
1.58 0.329 0.66 0.028 149.3 9.59 9.61 0.011 1440 0.340
1.67 0.329 0.66 0.028 157.7 10.17 10.19 0.012 1527 0.361
1.75 0.329 0.66 0.028 166.1 10.74 10.77 0.013 1613 0.381
1.83 0.329 0.66 0.028 174.6 11.32 11.34 0.013 1700 0.401
1.92 0.329 0.70 0.028 183.1 11.89 11.92 0.014 1786 0.422
2.00 0.371 0.70 0.028 191.6 12.51 12.54 0.015 1878 0.444
2.08 0.329 0.70 0.029 200.2 13.12 13.15 0.015 1970 0.465
2.17 0.371 0.74 0.029 208.7 13.73 13.76 0.016 2062 0.487
2.25 0.371 0.74 0.029 217.3 14.38 14.41 0.017 2159 0.510
2.33 0.371 0.74 0.029 225.9 15.03 15.06 0.018 2257 0.533
2.42 0.371 0.74 0.029 234.6 15.67 15.71 0.018 2354 0.556
2.50 0.371 0.74 0.029 243.3 16.32 16.36 0.019 2451 0.579
2.58 0.371 0.74 0.029 252.0 16.96 17.00 0.020 2547 0.602
2.67 0.371 0.78 0.029 260.8 17.60 17.64 0.021 2644 0.624
2.75 0.412 0.82 0.029 269.6 18.28 18.33 0.021 2746 0.649
2.83 0.412 0.82 0.029 278.4 19.00 19.05 0.022 2854 0.674
2.92 0.412 0.82 0.030 287.2 19.72 19.77 0.023 2962 0.700
3.00 0.412 0.82 0.030 296.1 20.44 20.49 0.024 3069 0.725
3.08 0.412 0.86 0.030 305.0 21.15 21.20 0.025 3177 0.750
3.17 0.453 0.91 0.030 314.0 21.91 21.96 0.026 3290 0.777
3.25 0.453 0.91 0.030 323.0 22.70 22.75 0.027 3409 0.805
3.33 0.453 0.95 0.030 332.1 23.49 23.54 0.027 3528 0.833
3.42 0.494 1.03 0.030 341.2 24.32 24.38 0.028 3652 0.863
3.50 0.535 1.11 0.031 350.3 25.23 25.29 0.030 3789 0.895
3.58 0.576 1.15 0.031 359.6 26.22 26.28 0.031 3937 0.930
3.67 0.576 1.19 0.031 368.9 27.24 27.31 0.032 4091 0.966
3.75 0.618 1.24 0.032 378.3 28.31 28.37 0.033 4251 1.006 Pond Storm: 6 hr - 5 yr (Cont) Routing of 6 hr - 5 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.618 1.28 0.032 387.8 29.41 29.48 0.034 4417 1.06
3.92 0.659 1.32 0.033 397.5 30.56 30.62 0.035 4588 1.11
4.00 0.659 1.36 0.033 407.3 31.74 31.81 0.035 4766 1.17
4.08 0.700 1.44 0.034 417.4 32.95 33.03 0.036 4949 1.23
4.17 0.741 1.52 0.035 427.7 34.25 34.33 0.037 5143 1.29
4.25 0.782 1.61 0.035 438.2 35.63 35.71 0.038 5350 1.35
4.33 0.823 1.69 0.036 449.0 37.09 37.16 0.039 5569 1.42
4.42 0.865 1.73 0.037 459.9 38.62 38.70 0.040 5799 1.49
4.50 0.865 1.77 0.038 471.1 40.19 40.28 0.041 6035 1.57
4.58 0.906 1.85 0.039 482.6 41.80 41.89 0.042 6277 1.64
4.67 0.947 1.93 0.039 494.2 43.49 43.58 0.043 6530 1.72
4.75 0.988 1.98 0.040 506.2 45.26 45.35 0.044 6795 1.81
4.83 0.988 2.02 0.041 518.3 47.06 47.15 0.046 7066 1.89
4.92 1.029 2.10 0.042 530.7 48.90 49.00 0.047 7342 1.98
5.00 1.070 2.35 0.043 543.4 50.82 50.92 0.048 7630 2.07
5.08 1.276 2.76 0.043 556.3 52.98 53.08 0.049 7955 2.17
5.17 1.482 3.09 0.044 569.4 55.55 55.65 0.050 8340 2.29
5.25 1.606 3.37 0.045 582.9 58.45 58.55 0.052 8775 2.43
5.33 1.763 3.81 0.047 596.7 61.62 61.72 0.054 9250 2.58
5.42 2.045 4.60 0.048 611.0 65.22 65.33 0.056 9791 2.75
5.50 2.554 3.34 0.050 625.8 69.60 69.72 0.058 10449 2.96
5.58 0.782 1.15 0.052 641.2 72.72 72.84 0.058 10917 3.03
5.67 0.371 0.62 0.052 656.9 73.65 73.77 0.059 11056 3.04
5.75 0.247 0.45 0.051 672.5 74.05 74.16 0.059 11116 3.05
5.83 0.206 0.33 0.051 687.8 74.28 74.40 0.059 11151 3.05
5.92 0.124 0.21 0.050 702.8 74.39 74.51 0.059 11168 3.05
6.00 0.082 0.08 0.049 717.6 74.38 74.50 0.059 11166 3.05
6.08 0.000 0.00 0.048 732.0 74.25 74.37 0.059 11147 3.05
6.17 0.000 0.00 0.047 746.2 74.04 74.16 0.059 11115 3.05
6.25 0.000 0.00 0.046 760.2 73.83 73.95 0.059 11083 3.05
6.33 0.000 0.00 0.045 773.9 73.62 73.74 0.059 11052 3.04
6.42 0.000 0.00 0.045 787.3 73.41 73.53 0.058 11021 3.04
6.50 0.000 0.00 0.044 800.6 73.21 73.33 0.058 10990 3.04
6.58 0.000 0.00 0.043 813.6 73.01 73.12 0.058 10960 3.03
6.67 0.000 0.00 0.043 826.5 72.80 72.92 0.058 10929 3.03
6.75 0.000 0.00 0.042 839.2 72.60 72.72 0.058 10899 3.03
6.83 0.000 0.00 0.041 851.7 72.40 72.52 0.058 10869 3.03
6.92 0.000 0.00 0.041 864.0 72.20 72.32 0.058 10839 3.02
7.00 0.000 0.00 0.040 876.1 72.01 72.12 0.058 10810 3.02
7.08 0.000 0.00 0.040 888.1 71.81 71.93 0.058 10780 3.02
7.17 0.000 0.00 0.039 900.0 71.61 71.73 0.058 10751 3.02
7.25 0.000 0.00 0.039 911.7 71.42 71.54 0.058 10722 3.01
7.33 0.000 0.00 0.038 923.3 71.23 71.34 0.058 10693 3.01
7.42 0.000 0.00 0.038 934.7 71.03 71.15 0.058 10664 3.01
7.50 0.000 0.00 0.037 946.0 70.84 70.96 0.058 10635 3.00
7.58 0.000 0.00 0.037 957.2 70.65 70.77 0.058 10606 3.00
7.67 0.000 0.00 0.037 968.2 70.46 70.58 0.058 10578 3.00
7.75 0.000 0.00 0.036 979.2 70.27 70.39 0.058 10550 2.99
7.83 0.000 0.00 0.036 990.0 70.08 70.20 0.058 10521 2.98
7.92 0.000 0.00 0.035 1000.7 69.90 70.01 0.058 10493 2.97
8.00 0.000 0.00 0.035 1011.2 69.71 69.83 0.058 10465 2.96
8.08 0.000 0.00 0.035 1021.7
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 24 hr - 5 yr Total Hydrograph in BMP-3B Max outflow: 0.070 cfs initial elev: 0.0 ft
Max elevation in pond: 3.573 ft (from bottom of gravel) Peak flow in: 0.83 cfs Vol-out: 3748 cu-ft Vol in: 21956 cu-ft
Pond Storm: 24 hr - 5 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.05 0.00 0.0 0.00 0.000 0 0.00
0.25 0.049 0.12 0.006 2.5 0.04 0.04 0.000 19 0.00
0.50 0.073 0.15 0.024 15.7 0.13 0.14 0.000 61 0.01
0.75 0.073 0.17 0.015 33.0 0.24 0.24 0.001 109 0.03
1.00 0.098 0.17 0.013 45.5 0.38 0.38 0.001 172 0.04
1.25 0.073 0.15 0.014 58.0 0.52 0.52 0.002 235 0.06
1.50 0.073 0.15 0.015 71.2 0.63 0.64 0.002 286 0.07
1.75 0.073 0.17 0.015 84.7 0.74 0.75 0.003 336 0.08
2.00 0.098 0.20 0.015 98.1 0.88 0.89 0.003 397 0.09
2.25 0.098 0.20 0.015 111.5 1.04 1.04 0.004 468 0.11
2.50 0.098 0.22 0.015 125.2 1.19 1.20 0.004 539 0.13
2.75 0.122 0.24 0.016 139.2 1.37 1.38 0.005 620 0.15
3.00 0.122 0.24 0.016 153.4 1.57 1.58 0.006 711 0.17
3.25 0.122 0.24 0.016 167.9 1.77 1.79 0.006 801 0.19
3.50 0.122 0.24 0.017 182.8 1.97 1.98 0.007 889 0.21
3.75 0.122 0.27 0.017 198.0 2.16 2.18 0.008 978 0.23
4.00 0.146 0.29 0.017 213.3 2.38 2.40 0.008 1076 0.25
4.25 0.146 0.32 0.017 228.8 2.62 2.64 0.009 1184 0.28
4.50 0.171 0.34 0.018 244.6 2.88 2.90 0.010 1302 0.31
4.75 0.171 0.37 0.018 260.6 3.17 3.19 0.011 1430 0.34
5.00 0.195 0.34 0.018 277.0 3.47 3.50 0.012 1568 0.37
5.25 0.146 0.32 0.019 293.7 3.75 3.78 0.013 1694 0.40
5.50 0.171 0.37 0.019 310.8 4.00 4.03 0.014 1807 0.43
5.75 0.195 0.39 0.019 328.0 4.30 4.33 0.015 1941 0.46
6.00 0.195 0.41 0.019 345.3 4.62 4.65 0.016 2086 0.49
6.25 0.220 0.44 0.020 362.9 4.96 4.99 0.017 2239 0.53
6.50 0.220 0.46 0.020 380.8 5.32 5.36 0.019 2403 0.57
6.75 0.244 0.49 0.020 398.9 5.70 5.74 0.020 2576 0.61
7.00 0.244 0.49 0.021 417.4 6.11 6.15 0.021 2758 0.65
7.25 0.244 0.51 0.021 436.1 6.51 6.55 0.023 2939 0.69
7.50 0.268 0.56 0.021 455.2 6.93 6.98 0.024 3129 0.74
7.75 0.293 0.61 0.022 474.5 7.40 7.45 0.026 3340 0.79
8.00 0.317 0.68 0.022 494.2 7.91 7.96 0.028 3570 0.84
8.25 0.366 0.73 0.022 514.2 8.49 8.54 0.030 3832 0.91
8.50 0.366 0.76 0.023 534.7 9.11 9.17 0.032 4113 0.97
8.75 0.390 0.81 0.024 555.6 9.75 9.82 0.034 4403 1.05
9.00 0.415 0.88 0.024 577.2 10.44 10.51 0.035 4712 1.15
9.25 0.464 0.95 0.025 599.5 11.19 11.27 0.037 5053 1.26
9.50 0.488 1.00 0.026 622.8 12.01 12.09 0.038 5424 1.37
9.75 0.512 1.05 0.027 647.0 12.88 12.96 0.040 5815 1.50
10.00 0.537 0.90 0.029 672.2 13.79 13.87 0.042 6225 1.63
10.25 0.366 0.73 0.030 698.3 14.55 14.64 0.043 6566 1.73
10.50 0.366 0.85 0.030 725.2 15.13 15.22 0.045 6829 1.82
10.75 0.488 0.98 0.030 752.4 15.83 15.92 0.046 7145 1.92
11.00 0.488 0.95 0.031 780.0 16.65 16.75 0.048 7515 2.03
11.25 0.464 0.93 0.031 808.0 17.44 17.54 0.049 7871 2.15 Pond Storm: 24 hr - 5 yr (Cont) Routing of 24 hr - 5 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
11.50 0.464 0.88 0.032 836.4 18.21 18.31 0.050 8216 2.25
11.75 0.415 0.85 0.032 865.3 18.92 19.02 0.051 8536 2.36
12.00 0.439 1.05 0.033 894.5 19.60 19.71 0.052 8845 2.45
12.25 0.610 1.24 0.033 923.9 20.48 20.59 0.054 9240 2.58
12.50 0.634 1.32 0.033 953.5 21.55 21.66 0.055 9721 2.73
12.75 0.683 1.39 0.034 983.7 22.68 22.80 0.057 10233 2.89
13.00 0.707 1.54 0.035 1014.6 23.89 24.01 0.058 10776 3.02
13.25 0.829 1.66 0.035 1046.0 25.24 25.36 0.059 11384 3.07
13.50 0.829 1.39 0.035 1077.4 26.71 26.83 0.059 12046 3.14
13.75 0.561 1.12 0.034 1108.5 27.91 28.03 0.060 12587 3.19
14.00 0.561 1.22 0.034 1139.3 28.84 28.96 0.060 13007 3.23
14.25 0.659 1.29 0.034 1169.8 29.87 30.00 0.061 13471 3.27
14.50 0.634 1.27 0.033 1199.9 30.98 31.10 0.061 13968 3.32
14.75 0.634 1.24 0.033 1229.7 32.06 32.18 0.062 14453 3.36
15.00 0.610 1.20 0.033 1259.3 33.11 33.24 0.062 14928 3.41
15.25 0.585 1.15 0.032 1288.6 34.12 34.24 0.062 15381 3.46
15.50 0.561 1.02 0.032 1317.6 35.07 35.20 0.063 15811 3.49
15.75 0.464 0.93 0.032 1346.4 35.90 36.03 0.066 16186 3.53
16.00 0.464 0.56 0.032 1375.0 36.63 36.77 0.069 16514 3.56
16.25 0.098 0.20 0.031 1403.2 36.99 37.13 0.070 16676 3.57
16.50 0.098 0.17 0.031 1431.1 36.98 37.12 0.070 16673 3.57
16.75 0.073 0.15 0.030 1458.6 36.95 37.09 0.070 16660 3.57
17.00 0.073 0.20 0.030 1485.6 36.90 37.04 0.070 16636 3.57
17.25 0.122 0.24 0.029 1512.3 36.90 37.03 0.070 16634 3.57
17.50 0.122 0.24 0.029 1538.5 36.94 37.08 0.070 16655 3.57
17.75 0.122 0.22 0.029 1564.4 36.99 37.13 0.070 16676 3.57
18.00 0.098 0.20 0.028 1590.0 37.01 37.15 0.070 16686 3.57
18.25 0.098 0.20 0.028 1615.2 37.01 37.15 0.070 16686 3.57
18.50 0.098 0.17 0.027 1640.1 37.01 37.15 0.070 16686 3.57
18.75 0.073 0.12 0.027 1664.6 36.99 37.13 0.070 16675 3.57
19.00 0.049 0.12 0.027 1688.9 36.91 37.05 0.070 16643 3.57
19.25 0.073 0.17 0.027 1712.9 36.84 36.98 0.069 16611 3.57
19.50 0.098 0.17 0.026 1736.7 36.82 36.96 0.069 16602 3.57
19.75 0.073 0.12 0.026 1760.1 36.80 36.94 0.069 16593 3.57
20.00 0.049 0.12 0.026 1783.3 36.74 36.87 0.069 16562 3.56
20.25 0.073 0.15 0.025 1806.2 36.67 36.81 0.069 16532 3.56
20.50 0.073 0.15 0.025 1828.9 36.63 36.77 0.069 16514 3.56
20.75 0.073 0.12 0.025 1851.4 36.59 36.73 0.068 16496 3.56
21.00 0.049 0.12 0.025 1873.6 36.52 36.66 0.068 16467 3.55
21.25 0.073 0.12 0.024 1895.7 36.46 36.60 0.068 16438 3.55
21.50 0.049 0.12 0.024 1917.5 36.40 36.54 0.068 16411 3.55
21.75 0.073 0.12 0.024 1939.1 36.34 36.47 0.067 16383 3.55
22.00 0.049 0.12 0.024 1960.5 36.28 36.41 0.067 16356 3.54
22.25 0.073 0.12 0.023 1981.7 36.22 36.35 0.067 16330 3.54
22.50 0.049 0.10 0.023 2002.7 36.16 36.30 0.067 16303 3.54
22.75 0.049 0.10 0.023 2023.6 36.08 36.21 0.066 16267 3.54
23.00 0.049 0.10 0.023 2044.3 36.00 36.13 0.066 16230 3.53
23.25 0.049 0.10 0.023 2064.8 35.92 36.05 0.066 16194 3.53
23.50 0.049 0.10 0.022 2085.1 35.84 35.97 0.065 16159 3.53
23.75 0.049 0.10 0.022 2105.2 35.77 35.90 0.065 16124 3.52
24.00 0.049 0.05 0.022 2125.2 35.69 35.82 0.065 16090 3.52
24.25 0.000 0.00 0.022 2145.1 35.69 35.69
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 1 hr - 10 yr Total Hydrograph in BMP-3B Max outflow: 0.047 cfs initial elev: 0.00 ft
Max elevation in pond: 1.980 ft (from bottom of gravel) Peak flow in: 7.90 cfs Vol-out: 1139 cu-ft Vol in: 7691 cu-ft
Pond Storm: 1 hr - 10 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.96 0.00 0.0 0.00 0.000 0 0.00
0.08 0.963 1.98 0.006 0.8 0.96 0.96 0.001 143 0.03
0.17 1.018 2.13 0.411 63.2 2.51 2.52 0.003 378 0.09
0.25 1.107 2.32 0.020 127.8 4.20 4.21 0.005 631 0.15
0.33 1.216 2.60 0.017 133.3 6.47 6.49 0.008 972 0.23
0.42 1.382 2.96 0.023 139.2 9.01 9.03 0.011 1353 0.32
0.50 1.578 3.44 0.028 146.9 11.89 11.92 0.014 1786 0.42
0.58 1.862 4.18 0.034 156.2 15.23 15.27 0.018 2288 0.54
0.67 2.314 5.75 0.040 167.3 19.29 19.33 0.023 2897 0.68
0.75 3.440 11.34 0.046 180.2 24.90 24.96 0.029 3739 0.88
0.83 7.900 9.68 0.054 195.2 36.06 36.14 0.038 5415 1.37
0.92 1.783 2.85 0.075 214.6 45.53 45.62 0.045 6836 1.82
1.00 1.071 1.07 0.090 239.4 48.12 48.22 0.046 7225 1.94
1.08 0.000 0.00 0.086 265.7 48.93 49.02 0.047 7346 1.98
1.17 0.000 0.00 0.079 290.6 48.67 48.76 0.047 7307 1.97
1.25 0.000 0.00 0.073 313.4 48.42 48.51 0.047 7270 1.96
1.33 0.000 0.00 0.067 334.4 48.19 48.28 0.046 7235 1.95
1.42 0.000 0.00 0.063 354.0 47.96 48.06 0.046 7202 1.93
1.50 0.000 0.00 0.060 372.5 47.75 47.84 0.046 7169 1.92
1.58 0.000 0.00 0.057 390.0 47.54 47.63 0.046 7138 1.91
1.67 0.000 0.00 0.054 406.6 47.34 47.43 0.046 7108 1.91
1.75 0.000 0.00 0.052 422.6 47.14 47.23 0.046 7078 1.90
1.83 0.000 0.00 0.050 437.9 46.95 47.04 0.046 7049 1.89
1.92 0.000 0.00 0.048 452.6 46.76 46.85 0.045 7020 1.88
2.00 0.000 0.00 0.047 466.9 46.57 46.66 0.045 6993 1.87
2.08 0.000 0.00 0.045 480.7 46.39 46.48 0.045 6965 1.86
2.17 0.000 0.00 0.044 494.0 46.21 46.30 0.045 6938 1.85
2.25 0.000 0.00 0.043 507.0 46.03 46.12 0.045 6912 1.84
2.33 0.000 0.00 0.042 519.7 45.86 45.95 0.045 6886 1.84
2.42 0.000 0.00 0.041 532.0 45.69 45.78 0.045 6860 1.83
2.50 0.000 0.00 0.040 544.0 45.52 45.61 0.045 6834 1.82
2.58 0.000 0.00 0.039 555.8 45.35 45.44 0.045 6809 1.81
2.67 0.000 0.00 0.038 567.3 45.18 45.27 0.044 6784 1.80
2.75 0.000 0.00 0.037 578.5 45.02 45.11 0.044 6760 1.80
2.83 0.000 0.00 0.036 589.5 44.86 44.95 0.044 6736 1.79
2.92 0.000 0.00 0.036 600.3 44.70 44.79 0.044 6712 1.78
3.00 0.000 0.00 0.035 610.9 44.54 44.63 0.044 6688 1.77
3.08 0.000 0.00 0.034 621.3 44.38 44.47 0.044 6664 1.77
3.17 0.000 0.00 0.034 631.5 44.23 44.32 0.044 6641 1.76
3.25 0.000 0.00 0.033 641.6 44.07 44.16 0.044 6618 1.75
3.33 0.000 0.00 0.033 651.4 43.92 44.01 0.044 6595 1.74
3.42 0.000 0.00 0.032 661.1 43.77 43.86 0.043 6572 1.74
3.50 0.000 0.00 0.032 670.7 43.62 43.71 0.043 6549 1.73
3.58 0.000 0.00 0.031 680.1 43.47 43.56 0.043 6527 1.72
3.67 0.000 0.00 0.031 689.4 43.32 43.41 0.043 6505 1.72
3.75 0.000 0.00 0.030 698.5 43.17 43.26 0.043 6483 1.71 Pond Storm: 1 hr - 10 yr (Cont) Routing of 1 hr - 10 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.030 707.5 43.03 43.11 0.043 6461 1.70
3.92 0.000 0.00 0.029 716.4 42.88 42.97 0.043 6439 1.69
4.00 0.000 0.00 0.029 725.1 42.74 42.83 0.043 6417 1.69
4.08 0.000 0.00 0.029 733.8 42.60 42.68 0.043 6396 1.68
4.17 0.000 0.00 0.028 742.3 42.45 42.54 0.043 6375 1.67
4.25 0.000 0.00 0.028 750.7 42.31 42.40 0.042 6353 1.67
4.33 0.000 0.00 0.028 759.1 42.17 42.26 0.042 6332 1.66
4.42 0.000 0.00 0.027 767.3 42.03 42.12 0.042 6311 1.65
4.50 0.000 0.00 0.027 775.4 41.89 41.98 0.042 6291 1.65
4.58 0.000 0.00 0.027 783.4 41.76 41.84 0.042 6270 1.64
4.67 0.000 0.00 0.026 791.4 41.62 41.70 0.042 6249 1.63
4.75 0.000 0.00 0.026 799.2 41.48 41.57 0.042 6229 1.63
4.83 0.000 0.00 0.026 807.0 41.35 41.43 0.042 6209 1.62
4.92 0.000 0.00 0.025 814.7 41.21 41.30 0.042 6188 1.62
5.00 0.000 0.00 0.025 822.3 41.08 41.16 0.042 6168 1.61
5.08 0.000 0.00 0.025 829.8 40.95 41.03 0.042 6148 1.60
5.17 0.000 0.00 0.025 837.3 40.81 40.90 0.041 6128 1.60
5.25 0.000 0.00 0.024 844.6 40.68 40.76 0.041 6108 1.59
5.33 0.000 0.00 0.024 851.9 40.55 40.63 0.041 6089 1.58
5.42 0.000 0.00 0.024 859.2 40.42 40.50 0.041 6069 1.58
5.50 0.000 0.00 0.024 866.3 40.29 40.37 0.041 6050 1.57
5.58 0.000 0.00 0.024 873.4 40.16 40.24 0.041 6030 1.57
5.67 0.000 0.00 0.023 880.5 40.03 40.11 0.041 6011 1.56
5.75 0.000 0.00 0.023 887.4 39.90 39.99 0.041 5992 1.55
5.83 0.000 0.00 0.023 894.3 39.78 39.86 0.041 5973 1.55
5.92 0.000 0.00 0.023 901.2 39.65 39.73 0.041 5953 1.54
6.00 0.000 0.00 0.023 907.9 39.52 39.60 0.041 5934 1.54
6.08 0.000 0.00 0.022 914.7 39.40 39.48 0.041 5916 1.53
6.17 0.000 0.00 0.022 921.3 39.27 39.35 0.040 5897 1.52
6.25 0.000 0.00 0.022 927.9 39.15 39.23 0.040 5878 1.52
6.33 0.000 0.00 0.022 934.5 39.02 39.10 0.040 5859 1.51
6.42 0.000 0.00 0.022 941.0 38.90 38.98 0.040 5841 1.51
6.50 0.000 0.00 0.021 947.5 38.78 38.86 0.040 5822 1.50
6.58 0.000 0.00 0.021 953.9 38.65 38.73 0.040 5804 1.49
6.67 0.000 0.00 0.021 960.2 38.53 38.61 0.040 5786 1.49
6.75 0.000 0.00 0.021 966.5 38.41 38.49 0.040 5767 1.48
6.83 0.000 0.00 0.021 972.8 38.29 38.37 0.040 5749 1.48
6.92 0.000 0.00 0.021 979.0 38.17 38.25 0.040 5731 1.47
7.00 0.000 0.00 0.020 985.1 38.05 38.13 0.040 5713 1.47
7.08 0.000 0.00 0.020 991.2 37.93 38.01 0.040 5695 1.46
7.17 0.000 0.00 0.020 997.3 37.81 37.89 0.039 5677 1.45
7.25 0.000 0.00 0.020 1003.3 37.69 37.77 0.039 5659 1.45
7.33 0.000 0.00 0.020 1009.3 37.57 37.65 0.039 5641 1.44
7.42 0.000 0.00 0.020 1015.2 37.45 37.53 0.039 5624 1.44
7.50 0.000 0.00 0.020 1021.1 37.33 37.41 0.039 5606 1.43
7.58 0.000 0.00 0.019 1027.0 37.22 37.30 0.039 5588 1.43
7.67 0.000 0.00 0.019 1032.8 37.10 37.18 0.039 5571 1.42
7.75 0.000 0.00 0.019 1038.6 36.98 37.06 0.039 5553 1.42
7.83 0.000 0.00 0.019 1044.3 36.87 36.95 0.039 5536 1.41
7.92 0.000 0.00 0.019 1050.0 36.75 36.83 0.039 5519 1.40
8.00 0.000 0.00 0.019 1055.7 36.64 36.71 0.039 5501 1.40
8.08 0.000 0.00 0.019
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 3 hr - 10 yr Total Hydrograph in BMP-3B Max outflow: 0.058 cfs initial elev: 0.0 ft
Max elevation in pond: 3.026 ft (from bottom of gravel) Peak flow in: 3.67 cfs Vol-out: 1304 cu-ft Vol in: 11690 cu-ft
Pond Storm: 3 hr - 10 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.47 0.00 0.0 0.00 0.000 0 0.00
0.08 0.468 0.94 0.006 0.8 0.46 0.46 0.001 69 0.02
0.17 0.468 0.86 0.201 31.8 1.19 1.19 0.001 178 0.04
0.25 0.396 0.94 0.019 64.8 1.83 1.83 0.002 274 0.06
0.33 0.540 1.08 0.015 69.9 2.72 2.73 0.003 409 0.10
0.42 0.540 1.19 0.019 75.1 3.76 3.77 0.004 564 0.13
0.50 0.648 1.19 0.023 81.5 4.89 4.90 0.006 735 0.17
0.58 0.540 1.19 0.027 88.9 6.02 6.03 0.007 903 0.21
0.67 0.648 1.30 0.029 97.3 7.13 7.15 0.008 1071 0.25
0.75 0.648 1.19 0.031 106.4 8.35 8.36 0.010 1253 0.30
0.83 0.540 1.12 0.033 116.1 9.45 9.47 0.011 1419 0.34
0.92 0.576 1.22 0.034 126.2 10.47 10.49 0.012 1572 0.37
1.00 0.648 1.44 0.035 136.5 11.60 11.62 0.014 1742 0.41
1.08 0.792 1.58 0.035 147.1 12.94 12.97 0.015 1943 0.46
1.17 0.792 1.58 0.036 157.8 14.41 14.45 0.017 2165 0.51
1.25 0.792 1.51 0.038 169.0 15.89 15.92 0.019 2386 0.56
1.33 0.720 1.66 0.039 180.4 17.28 17.32 0.020 2595 0.61
1.42 0.936 1.91 0.039 192.1 18.81 18.86 0.022 2825 0.67
1.50 0.972 1.84 0.040 204.0 20.59 20.64 0.024 3093 0.73
1.58 0.864 1.84 0.041 216.1 22.30 22.35 0.026 3348 0.79
1.67 0.972 2.22 0.042 228.6 23.99 24.05 0.028 3603 0.85
1.75 1.250 2.40 0.042 241.2 26.07 26.13 0.031 3915 0.92
1.83 1.151 2.20 0.044 254.1 28.31 28.38 0.033 4252 1.01
1.92 1.052 2.15 0.045 267.4 30.36 30.43 0.034 4559 1.10
2.00 1.101 2.25 0.046 281.1 32.35 32.42 0.036 4858 1.20
2.08 1.151 2.84 0.048 295.2 34.43 34.51 0.037 5171 1.30
2.17 1.694 3.78 0.049 309.7 37.10 37.18 0.039 5572 1.42
2.25 2.089 3.44 0.051 324.8 40.70 40.79 0.041 6112 1.59
2.33 1.348 4.33 0.054 340.5 43.95 44.04 0.044 6599 1.74
2.42 2.978 6.20 0.056 357.1 48.07 48.17 0.046 7218 1.94
2.50 3.225 6.89 0.059 374.5 54.06 54.16 0.050 8116 2.22
2.58 3.669 6.20 0.064 393.1 60.72 60.83 0.053 9117 2.54
2.67 2.533 3.25 0.070 413.2 66.68 66.79 0.056 10010 2.82
2.75 0.720 1.37 0.073 434.6 69.68 69.79 0.058 10460 2.96
2.83 0.648 1.30 0.073 456.6 70.78 70.90 0.058 10626 3.00
2.92 0.648 0.86 0.071 478.2 71.81 71.93 0.058 10781 3.02
3.00 0.216 0.22 0.068 499.0 72.42 72.54 0.058 10872 3.03
3.08 0.000 0.00 0.066 519.1 72.39 72.50 0.058 10867 3.03
3.17 0.000 0.00 0.063 538.4 72.14 72.26 0.058 10830 3.02
3.25 0.000 0.00 0.061 557.1 71.90 72.02 0.058 10794 3.02
3.33 0.000 0.00 0.059 575.2 71.66 71.78 0.058 10758 3.02
3.42 0.000 0.00 0.058 592.7 71.43 71.55 0.058 10723 3.01
3.50 0.000 0.00 0.056 609.8 71.20 71.32 0.058 10689 3.01
3.58 0.000 0.00 0.055 626.3 70.97 71.09 0.058 10655 3.01
3.67 0.000 0.00 0.053 642.5 70.75 70.87 0.058 10621 3.00
3.75 0.000 0.00 0.052 658.2 70.53 70.65 0.058 10588 3.00 Pond Storm: 3 hr - 10 yr (Cont) Routing of 3 hr - 10 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.051 673.7 70.31 70.43 0.058 10555 2.99
3.92 0.000 0.00 0.050 688.7 70.09 70.21 0.058 10523 2.98
4.00 0.000 0.00 0.048 703.4 69.88 70.00 0.058 10491 2.97
4.08 0.000 0.00 0.047 717.8 69.67 69.79 0.058 10459 2.96
4.17 0.000 0.00 0.046 731.9 69.46 69.58 0.058 10428 2.95
4.25 0.000 0.00 0.046 745.7 69.25 69.37 0.057 10397 2.94
4.33 0.000 0.00 0.045 759.2 69.05 69.16 0.057 10366 2.93
4.42 0.000 0.00 0.044 772.5 68.85 68.96 0.057 10335 2.92
4.50 0.000 0.00 0.043 785.5 68.64 68.76 0.057 10305 2.91
4.58 0.000 0.00 0.042 798.3 68.44 68.56 0.057 10275 2.90
4.67 0.000 0.00 0.042 810.9 68.25 68.36 0.057 10246 2.89
4.75 0.000 0.00 0.041 823.3 68.05 68.16 0.057 10216 2.88
4.83 0.000 0.00 0.040 835.5 67.86 67.97 0.057 10187 2.87
4.92 0.000 0.00 0.040 847.5 67.66 67.78 0.057 10158 2.87
5.00 0.000 0.00 0.039 859.3 67.47 67.58 0.057 10129 2.86
5.08 0.000 0.00 0.039 870.9 67.28 67.39 0.057 10100 2.85
5.17 0.000 0.00 0.038 882.4 67.09 67.20 0.056 10072 2.84
5.25 0.000 0.00 0.037 893.7 66.90 67.01 0.056 10044 2.83
5.33 0.000 0.00 0.037 904.9 66.72 66.83 0.056 10016 2.82
5.42 0.000 0.00 0.036 915.9 66.53 66.64 0.056 9988 2.81
5.50 0.000 0.00 0.036 926.8 66.34 66.46 0.056 9960 2.80
5.58 0.000 0.00 0.036 937.5 66.16 66.27 0.056 9933 2.79
5.67 0.000 0.00 0.035 948.1 65.98 66.09 0.056 9905 2.79
5.75 0.000 0.00 0.035 958.6 65.80 65.91 0.056 9878 2.78
5.83 0.000 0.00 0.034 968.9 65.62 65.73 0.056 9851 2.77
5.92 0.000 0.00 0.034 979.2 65.44 65.55 0.056 9824 2.76
6.00 0.000 0.00 0.034 989.3 65.26 65.37 0.056 9797 2.75
6.08 0.000 0.00 0.033 999.3 65.08 65.19 0.055 9770 2.74
6.17 0.000 0.00 0.033 1009.1 64.90 65.02 0.055 9744 2.74
6.25 0.000 0.00 0.032 1018.9 64.73 64.84 0.055 9718 2.73
6.33 0.000 0.00 0.032 1028.6 64.55 64.66 0.055 9691 2.72
6.42 0.000 0.00 0.032 1038.2 64.38 64.49 0.055 9665 2.71
6.50 0.000 0.00 0.031 1047.7 64.21 64.32 0.055 9639 2.70
6.58 0.000 0.00 0.031 1057.1 64.03 64.14 0.055 9613 2.69
6.67 0.000 0.00 0.031 1066.3 63.86 63.97 0.055 9588 2.69
6.75 0.000 0.00 0.031 1075.5 63.69 63.80 0.055 9562 2.68
6.83 0.000 0.00 0.030 1084.7 63.52 63.63 0.055 9536 2.67
6.92 0.000 0.00 0.030 1093.7 63.35 63.46 0.055 9511 2.66
7.00 0.000 0.00 0.030 1102.6 63.18 63.29 0.054 9486 2.65
7.08 0.000 0.00 0.029 1111.5 63.02 63.12 0.054 9460 2.65
7.17 0.000 0.00 0.029 1120.3 62.85 62.96 0.054 9435 2.64
7.25 0.000 0.00 0.029 1129.0 62.68 62.79 0.054 9410 2.63
7.33 0.000 0.00 0.029 1137.6 62.52 62.62 0.054 9385 2.62
7.42 0.000 0.00 0.028 1146.2 62.35 62.46 0.054 9361 2.61
7.50 0.000 0.00 0.028 1154.7 62.19 62.29 0.054 9336 2.61
7.58 0.000 0.00 0.028 1163.1 62.02 62.13 0.054 9311 2.60
7.67 0.000 0.00 0.028 1171.4 61.86 61.97 0.054 9287 2.59
7.75 0.000 0.00 0.027 1179.7 61.70 61.80 0.054 9262 2.58
7.83 0.000 0.00 0.027 1187.9 61.53 61.64 0.054 9238 2.58
7.92 0.000 0.00 0.027 1196.1 61.37 61.48 0.054 9214 2.57
8.00 0.000 0.00 0.027 1204.2 61.21 61.32 0.053 9190 2.56
8.08 0.000 0.00 0.027
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 6 hr - 10 yr Total Hydrograph in BMP-3B Max outflow: 0.061 cfs initial elev: 0.0 ft
Max elevation in pond: 3.310 ft (from bottom of gravel) Peak flow in: 3.35 cfs Vol-out: 1087 cu-ft Vol in: 15317 cu-ft
Pond Storm: 6 hr - 10 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.24 0.00 0.0 0.00 0.000 0 0.000
0.08 0.242 0.53 0.006 0.8 0.24 0.24 0.000 35 0.008
0.17 0.291 0.58 0.106 17.5 0.66 0.66 0.001 99 0.023
0.25 0.291 0.58 0.019 36.2 1.11 1.11 0.001 167 0.039
0.33 0.291 0.58 0.016 41.5 1.65 1.66 0.002 248 0.059
0.42 0.291 0.63 0.020 46.8 2.20 2.20 0.003 330 0.078
0.50 0.339 0.68 0.022 53.1 2.78 2.78 0.003 417 0.099
0.58 0.339 0.68 0.024 60.0 3.40 3.41 0.004 511 0.121
0.67 0.339 0.68 0.025 67.4 4.02 4.03 0.005 604 0.143
0.75 0.339 0.68 0.027 75.2 4.64 4.65 0.005 697 0.165
0.83 0.339 0.68 0.027 83.3 5.25 5.26 0.006 789 0.186
0.92 0.339 0.73 0.028 91.5 5.86 5.87 0.007 880 0.208
1.00 0.388 0.78 0.028 99.9 6.52 6.53 0.008 979 0.231
1.08 0.388 0.78 0.028 108.4 7.22 7.24 0.008 1084 0.256
1.17 0.388 0.78 0.029 117.0 7.92 7.94 0.009 1189 0.281
1.25 0.388 0.78 0.029 125.7 8.62 8.64 0.010 1294 0.306
1.33 0.388 0.78 0.030 134.6 9.31 9.33 0.011 1398 0.330
1.42 0.388 0.78 0.030 143.5 10.00 10.03 0.012 1502 0.355
1.50 0.388 0.78 0.030 152.5 10.70 10.72 0.013 1606 0.379
1.58 0.388 0.78 0.030 161.6 11.38 11.41 0.013 1710 0.404
1.67 0.388 0.78 0.030 170.6 12.07 12.10 0.014 1813 0.428
1.75 0.388 0.78 0.030 179.8 12.76 12.79 0.015 1916 0.452
1.83 0.388 0.78 0.031 188.9 13.44 13.47 0.016 2018 0.477
1.92 0.388 0.82 0.031 198.1 14.12 14.15 0.017 2121 0.501
2.00 0.436 0.82 0.031 207.2 14.85 14.88 0.017 2230 0.527
2.08 0.388 0.82 0.031 216.5 15.58 15.61 0.018 2339 0.553
2.17 0.436 0.87 0.031 225.7 16.30 16.34 0.019 2448 0.578
2.25 0.436 0.87 0.031 235.0 17.07 17.11 0.020 2564 0.606
2.33 0.436 0.87 0.031 244.3 17.84 17.88 0.021 2679 0.633
2.42 0.436 0.87 0.031 253.6 18.61 18.65 0.022 2794 0.660
2.50 0.436 0.87 0.031 263.0 19.37 19.42 0.023 2909 0.687
2.58 0.436 0.87 0.031 272.4 20.13 20.18 0.024 3024 0.714
2.67 0.436 0.92 0.032 281.9 20.90 20.94 0.024 3138 0.741
2.75 0.485 0.97 0.032 291.4 21.70 21.75 0.025 3259 0.770
2.83 0.485 0.97 0.032 300.9 22.56 22.61 0.026 3387 0.800
2.92 0.485 0.97 0.032 310.4 23.41 23.46 0.027 3515 0.830
3.00 0.485 0.97 0.032 320.0 24.26 24.31 0.028 3643 0.860
3.08 0.485 1.02 0.032 329.7 25.10 25.16 0.029 3770 0.890
3.17 0.533 1.07 0.032 339.3 26.00 26.06 0.030 3904 0.922
3.25 0.533 1.07 0.032 349.1 26.94 27.00 0.032 4045 0.955
3.33 0.533 1.12 0.033 358.9 27.87 27.94 0.033 4186 0.989
3.42 0.582 1.21 0.033 368.7 28.85 28.92 0.033 4333 1.031
3.50 0.630 1.31 0.033 378.6 29.93 30.00 0.034 4495 1.082
3.58 0.679 1.36 0.034 388.7 31.10 31.17 0.035 4671 1.138
3.67 0.679 1.41 0.035 399.0 32.32 32.39 0.036 4854 1.195
3.75 0.727 1.45 0.035 409.4 33.58 33.66 0.037 5043 1.255 Pond Storm: 6 hr - 10 yr (Cont) Routing of 6 hr - 10 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.727 1.50 0.036 420.1 34.89 34.97 0.037 5240 1.32
3.92 0.776 1.55 0.037 431.0 36.25 36.32 0.038 5443 1.38
4.00 0.776 1.60 0.037 442.1 37.65 37.72 0.039 5653 1.45
4.08 0.824 1.70 0.038 453.4 39.09 39.17 0.040 5869 1.52
4.17 0.873 1.79 0.039 464.9 40.63 40.71 0.041 6100 1.59
4.25 0.921 1.89 0.039 476.6 42.26 42.34 0.042 6345 1.66
4.33 0.970 1.99 0.040 488.6 43.98 44.07 0.044 6604 1.75
4.42 1.018 2.04 0.041 500.7 45.80 45.89 0.045 6877 1.83
4.50 1.018 2.10 0.042 513.2 47.66 47.75 0.046 7156 1.92
4.58 1.084 2.23 0.043 525.8 49.58 49.68 0.047 7445 2.01
4.67 1.150 2.37 0.043 538.8 51.63 51.73 0.048 7752 2.11
4.75 1.217 2.43 0.044 551.9 53.81 53.91 0.050 8080 2.21
4.83 1.217 2.50 0.045 565.4 56.06 56.16 0.051 8416 2.32
4.92 1.283 2.63 0.046 579.1 58.36 58.47 0.052 8762 2.43
5.00 1.350 3.03 0.047 593.1 60.80 60.90 0.053 9127 2.54
5.08 1.683 3.70 0.048 607.4 63.62 63.73 0.055 9552 2.67
5.17 2.015 4.23 0.049 622.0 67.11 67.22 0.056 10075 2.84
5.25 2.215 4.63 0.051 637.0 71.13 71.24 0.058 10678 3.01
5.33 2.415 5.16 0.052 652.5 75.53 75.65 0.059 11339 3.07
5.42 2.747 6.09 0.052 668.2 80.47 80.59 0.059 12080 3.14
5.50 3.346 4.27 0.052 683.8 86.34 86.46 0.060 12960 3.23
5.58 0.921 1.36 0.052 699.5 90.38 90.50 0.061 13567 3.28
5.67 0.436 0.73 0.052 715.2 91.51 91.64 0.061 13736 3.30
5.75 0.291 0.53 0.051 730.7 92.02 92.14 0.061 13812 3.30
5.83 0.242 0.39 0.050 745.9 92.33 92.45 0.061 13858 3.31
5.92 0.145 0.24 0.050 760.9 92.49 92.61 0.061 13883 3.31
6.00 0.097 0.10 0.049 775.6 92.51 92.64 0.061 13886 3.31
6.08 0.000 0.00 0.048 790.1 92.39 92.51 0.061 13868 3.31
6.17 0.000 0.00 0.047 804.4 92.18 92.30 0.061 13835 3.30
6.25 0.000 0.00 0.046 818.4 91.96 92.08 0.061 13803 3.30
6.33 0.000 0.00 0.046 832.1 91.75 91.87 0.061 13771 3.30
6.42 0.000 0.00 0.045 845.7 91.53 91.66 0.061 13739 3.30
6.50 0.000 0.00 0.044 859.1 91.32 91.44 0.061 13708 3.29
6.58 0.000 0.00 0.044 872.2 91.11 91.24 0.061 13676 3.29
6.67 0.000 0.00 0.043 885.2 90.91 91.03 0.061 13645 3.29
6.75 0.000 0.00 0.042 898.0 90.70 90.82 0.061 13614 3.28
6.83 0.000 0.00 0.042 910.7 90.49 90.61 0.061 13583 3.28
6.92 0.000 0.00 0.041 923.1 90.29 90.41 0.061 13552 3.28
7.00 0.000 0.00 0.041 935.4 90.08 90.21 0.061 13522 3.28
7.08 0.000 0.00 0.040 947.6 89.88 90.00 0.061 13491 3.27
7.17 0.000 0.00 0.040 959.6 89.68 89.80 0.061 13461 3.27
7.25 0.000 0.00 0.039 971.5 89.48 89.60 0.061 13431 3.27
7.33 0.000 0.00 0.039 983.2 89.28 89.40 0.061 13401 3.27
7.42 0.000 0.00 0.038 994.8 89.08 89.20 0.061 13371 3.26
7.50 0.000 0.00 0.038 1006.3 88.88 89.01 0.061 13342 3.26
7.58 0.000 0.00 0.038 1017.7 88.69 88.81 0.061 13312 3.26
7.67 0.000 0.00 0.037 1028.9 88.49 88.61 0.061 13283 3.25
7.75 0.000 0.00 0.037 1040.1 88.30 88.42 0.060 13253 3.25
7.83 0.000 0.00 0.037 1051.1 88.10 88.22 0.060 13224 3.25
7.92 0.000 0.00 0.036 1062.0 87.91 88.03 0.060 13195 3.25
8.00 0.000 0.00 0.036 1072.8 87.71 87.84 0.060 13166 3.24
8.08 0.000 0.00 0.036 1083.5
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 24 hr - 10 yr Total Hydrograph in BMP-3B Max outflow: 0.102 cfs initial elev: 0.0 ft
Max elevation in pond: 3.911 ft (from bottom of gravel) Peak flow in: 1.03 cfs Vol-out: 4978 cu-ft Vol in: 26327 cu-ft
Pond Storm: 24 hr - 10 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.06 0.00 0.0 0.00 0.000 0 0.00
0.25 0.058 0.15 0.006 2.5 0.05 0.05 0.000 24 0.01
0.50 0.088 0.18 0.028 17.5 0.16 0.16 0.001 74 0.02
0.75 0.088 0.20 0.015 37.0 0.29 0.30 0.001 133 0.03
1.00 0.117 0.20 0.014 50.2 0.47 0.47 0.002 210 0.05
1.25 0.088 0.18 0.015 63.4 0.64 0.64 0.002 287 0.07
1.50 0.088 0.18 0.016 77.5 0.77 0.78 0.003 349 0.08
1.75 0.088 0.20 0.016 92.0 0.91 0.92 0.003 411 0.10
2.00 0.117 0.23 0.016 106.5 1.07 1.08 0.004 485 0.11
2.25 0.117 0.23 0.016 121.0 1.27 1.28 0.004 572 0.14
2.50 0.117 0.26 0.017 135.8 1.46 1.47 0.005 658 0.16
2.75 0.146 0.29 0.017 150.8 1.67 1.69 0.006 756 0.18
3.00 0.146 0.29 0.017 166.2 1.92 1.93 0.007 866 0.20
3.25 0.146 0.29 0.018 182.0 2.16 2.18 0.008 975 0.23
3.50 0.146 0.29 0.018 198.1 2.40 2.42 0.008 1083 0.26
3.75 0.146 0.32 0.018 214.5 2.64 2.65 0.009 1190 0.28
4.00 0.175 0.35 0.019 231.1 2.90 2.92 0.010 1309 0.31
4.25 0.175 0.38 0.019 247.9 3.19 3.21 0.011 1440 0.34
4.50 0.204 0.41 0.019 265.0 3.51 3.53 0.012 1583 0.37
4.75 0.204 0.44 0.020 282.4 3.85 3.88 0.014 1738 0.41
5.00 0.233 0.41 0.020 300.2 4.22 4.25 0.015 1904 0.45
5.25 0.175 0.38 0.020 318.3 4.55 4.59 0.016 2056 0.49
5.50 0.204 0.44 0.021 336.8 4.86 4.89 0.017 2193 0.52
5.75 0.233 0.47 0.021 355.5 5.22 5.25 0.018 2356 0.56
6.00 0.233 0.50 0.021 374.3 5.60 5.64 0.020 2530 0.60
6.25 0.263 0.53 0.021 393.4 6.01 6.06 0.021 2716 0.64
6.50 0.263 0.55 0.022 412.8 6.45 6.50 0.023 2913 0.69
6.75 0.292 0.58 0.022 432.5 6.91 6.96 0.024 3121 0.74
7.00 0.292 0.58 0.022 452.5 7.40 7.45 0.026 3341 0.79
7.25 0.292 0.61 0.023 472.9 7.88 7.94 0.028 3559 0.84
7.50 0.321 0.67 0.023 493.6 8.39 8.45 0.030 3788 0.89
7.75 0.350 0.73 0.024 514.6 8.95 9.01 0.031 4042 0.95
8.00 0.379 0.82 0.024 536.0 9.57 9.63 0.033 4319 1.03
8.25 0.438 0.88 0.025 557.8 10.26 10.33 0.035 4635 1.13
8.50 0.438 0.90 0.026 580.4 11.02 11.09 0.036 4974 1.23
8.75 0.467 0.96 0.027 603.9 11.79 11.87 0.038 5324 1.34
9.00 0.496 1.05 0.028 628.3 12.62 12.70 0.040 5698 1.46
9.25 0.554 1.14 0.029 653.6 13.53 13.62 0.041 6109 1.59
9.50 0.583 1.20 0.030 679.8 14.53 14.61 0.043 6556 1.73
9.75 0.613 1.25 0.031 707.0 15.57 15.66 0.046 7027 1.88
10.00 0.642 1.08 0.032 735.2 16.67 16.76 0.048 7522 2.04
10.25 0.438 0.88 0.033 764.4 17.58 17.68 0.049 7935 2.17
10.50 0.438 1.02 0.034 794.4 18.29 18.39 0.050 8254 2.27
10.75 0.583 1.17 0.034 824.8 19.14 19.25 0.052 8637 2.39
11.00 0.583 1.14 0.034 855.4 20.14 20.24 0.053 9085 2.53
11.25 0.554 1.11 0.035 886.5 21.09 21.20 0.055 9517 2.66 Pond Storm: 24 hr - 10 yr (Cont) Routing of 24 hr - 10 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
11.50 0.554 1.05 0.035 918.1 22.02 22.13 0.056 9935 2.80
11.75 0.496 1.02 0.036 950.1 22.89 23.00 0.057 10324 2.92
12.00 0.525 1.25 0.036 982.4 23.72 23.83 0.058 10699 3.01
12.25 0.729 1.49 0.036 1014.8 24.78 24.90 0.059 11179 3.05
12.50 0.758 1.58 0.035 1046.9 26.08 26.20 0.059 11763 3.11
12.75 0.817 1.66 0.035 1078.6 27.47 27.59 0.060 12387 3.17
13.00 0.846 1.87 0.035 1110.0 28.94 29.06 0.060 13050 3.23
13.25 1.029 2.06 0.034 1141.1 30.62 30.75 0.061 13808 3.30
13.50 1.034 1.70 0.034 1172.0 32.49 32.62 0.062 14650 3.38
13.75 0.671 1.34 0.034 1202.8 34.01 34.13 0.062 15331 3.45
14.00 0.671 1.46 0.034 1233.5 35.15 35.28 0.063 15848 3.50
14.25 0.788 1.55 0.034 1263.9 36.41 36.55 0.068 16415 3.55
14.50 0.758 1.52 0.033 1294.1 37.74 37.89 0.075 17017 3.61
14.75 0.758 1.49 0.033 1324.1 39.02 39.19 0.083 17598 3.67
15.00 0.729 1.43 0.033 1353.9 40.27 40.45 0.088 18161 3.72
15.25 0.700 1.37 0.033 1383.5 41.45 41.63 0.092 18694 3.77
15.50 0.671 1.23 0.033 1412.9 42.56 42.76 0.096 19197 3.81
15.75 0.554 1.11 0.032 1442.0 43.53 43.72 0.098 19632 3.85
16.00 0.554 0.67 0.032 1471.0 44.37 44.57 0.101 20012 3.89
16.25 0.117 0.23 0.032 1499.7 44.77 44.98 0.102 20194 3.91
16.50 0.117 0.20 0.031 1528.1 44.74 44.94 0.102 20179 3.91
16.75 0.088 0.18 0.031 1556.2 44.68 44.88 0.101 20152 3.91
17.00 0.088 0.23 0.030 1583.8 44.59 44.79 0.101 20112 3.90
17.25 0.146 0.29 0.030 1611.0 44.56 44.76 0.101 20099 3.90
17.50 0.146 0.29 0.030 1637.8 44.59 44.79 0.101 20112 3.90
17.75 0.146 0.26 0.029 1664.2 44.62 44.83 0.101 20126 3.90
18.00 0.117 0.23 0.029 1690.3 44.62 44.83 0.101 20127 3.90
18.25 0.117 0.23 0.028 1716.1 44.60 44.80 0.101 20115 3.90
18.50 0.117 0.20 0.028 1741.5 44.57 44.78 0.101 20103 3.90
18.75 0.088 0.15 0.028 1766.7 44.52 44.72 0.101 20079 3.90
19.00 0.058 0.15 0.027 1791.5 44.41 44.61 0.101 20029 3.89
19.25 0.088 0.20 0.027 1816.0 44.30 44.50 0.100 19980 3.89
19.50 0.117 0.20 0.027 1840.3 44.25 44.45 0.100 19957 3.89
19.75 0.088 0.15 0.026 1864.3 44.20 44.40 0.100 19935 3.88
20.00 0.058 0.15 0.026 1888.0 44.09 44.29 0.100 19887 3.88
20.25 0.088 0.18 0.026 1911.4 43.99 44.19 0.100 19839 3.87
20.50 0.088 0.18 0.026 1934.6 43.91 44.11 0.099 19805 3.87
20.75 0.088 0.15 0.025 1957.6 43.84 44.04 0.099 19772 3.87
21.00 0.058 0.15 0.025 1980.3 43.74 43.93 0.099 19725 3.86
21.25 0.088 0.15 0.025 2002.8 43.63 43.83 0.099 19680 3.86
21.50 0.058 0.15 0.025 2025.1 43.53 43.73 0.098 19634 3.85
21.75 0.088 0.15 0.024 2047.2 43.43 43.63 0.098 19589 3.85
22.00 0.058 0.15 0.024 2069.1 43.34 43.53 0.098 19545 3.84
22.25 0.088 0.15 0.024 2090.8 43.24 43.43 0.098 19501 3.84
22.50 0.058 0.12 0.024 2112.2 43.14 43.34 0.097 19458 3.84
22.75 0.058 0.12 0.024 2133.5 43.02 43.21 0.097 19401 3.83
23.00 0.058 0.12 0.023 2154.6 42.89 43.09 0.097 19346 3.82
23.25 0.058 0.12 0.023 2175.5 42.77 42.96 0.096 19290 3.82
23.50 0.058 0.12 0.023 2196.3 42.65 42.84 0.096 19236 3.81
23.75 0.058 0.12 0.023 2216.9 42.53 42.72 0.096 19182 3.81
24.00 0.058 0.06 0.023 2237.3 42.41 42.60 0.095 19128 3.80
24.25 0.000 0.00 0.022 2257.5 42.42 42.42
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 1 hr - 100 yr Total Hydrograph in BMP-3B Max outflow: 0.060 cfs initial elev: 0.00 ft
Max elevation in pond: 3.246 ft (from bottom of gravel) Peak flow in: 13.40 cfs Vol-out: 1603 cu-ft Vol in: 13698 cu-ft
Pond Storm: 1 hr - 100 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 1.82 0.00 0.0 0.00 0.000 0 0.00
0.08 1.820 3.76 0.006 0.8 1.81 1.81 0.002 272 0.06
0.17 1.945 4.04 0.773 117.6 4.78 4.80 0.006 719 0.17
0.25 2.096 4.37 0.020 236.5 8.01 8.03 0.009 1204 0.28
0.33 2.277 4.83 0.017 242.1 12.32 12.35 0.014 1850 0.44
0.42 2.553 5.43 0.023 248.2 17.07 17.11 0.020 2563 0.61
0.50 2.879 6.23 0.030 256.2 22.39 22.45 0.026 3363 0.79
0.58 3.351 7.46 0.036 266.1 28.49 28.56 0.033 4279 1.01
0.67 4.105 10.08 0.043 278.1 35.79 35.87 0.038 5375 1.36
0.75 5.978 19.38 0.054 292.7 45.69 45.78 0.045 6860 1.83
0.83 13.400 16.62 0.067 310.9 64.83 64.95 0.055 9733 2.73
0.92 3.221 5.26 0.093 334.9 81.18 81.30 0.060 12185 3.15
1.00 2.035 2.04 0.099 363.7 86.12 86.24 0.060 12927 3.22
1.08 0.000 0.00 0.093 392.5 87.84 87.96 0.060 13185 3.25
1.17 0.000 0.00 0.088 419.7 87.54 87.66 0.060 13140 3.24
1.25 0.000 0.00 0.082 445.2 87.25 87.37 0.060 13097 3.24
1.33 0.000 0.00 0.078 469.1 86.97 87.09 0.060 13054 3.23
1.42 0.000 0.00 0.074 491.9 86.70 86.82 0.060 13014 3.23
1.50 0.000 0.00 0.071 513.6 86.43 86.55 0.060 12974 3.23
1.58 0.000 0.00 0.068 534.4 86.17 86.29 0.060 12935 3.22
1.67 0.000 0.00 0.065 554.4 85.92 86.04 0.060 12897 3.22
1.75 0.000 0.00 0.063 573.6 85.67 85.79 0.060 12860 3.22
1.83 0.000 0.00 0.061 592.3 85.43 85.55 0.060 12823 3.21
1.92 0.000 0.00 0.059 610.4 85.19 85.31 0.060 12787 3.21
2.00 0.000 0.00 0.058 627.9 84.95 85.07 0.060 12751 3.21
2.08 0.000 0.00 0.056 645.0 84.71 84.83 0.060 12716 3.20
2.17 0.000 0.00 0.055 661.7 84.48 84.60 0.060 12682 3.20
2.25 0.000 0.00 0.054 677.9 84.26 84.38 0.060 12647 3.20
2.33 0.000 0.00 0.052 693.8 84.03 84.15 0.060 12613 3.19
2.42 0.000 0.00 0.051 709.3 83.81 83.93 0.060 12580 3.19
2.50 0.000 0.00 0.050 724.5 83.59 83.70 0.060 12547 3.19
2.58 0.000 0.00 0.049 739.4 83.37 83.49 0.060 12514 3.19
2.67 0.000 0.00 0.048 754.1 83.15 83.27 0.060 12481 3.18
2.75 0.000 0.00 0.047 768.4 82.93 83.05 0.060 12449 3.18
2.83 0.000 0.00 0.047 782.5 82.72 82.84 0.060 12417 3.18
2.92 0.000 0.00 0.046 796.4 82.51 82.63 0.060 12385 3.17
3.00 0.000 0.00 0.045 810.0 82.30 82.42 0.060 12354 3.17
3.08 0.000 0.00 0.044 823.4 82.09 82.21 0.060 12322 3.17
3.17 0.000 0.00 0.044 836.6 81.88 82.00 0.060 12291 3.16
3.25 0.000 0.00 0.043 849.7 81.68 81.80 0.060 12260 3.16
3.33 0.000 0.00 0.042 862.5 81.47 81.59 0.060 12230 3.16
3.42 0.000 0.00 0.042 875.1 81.27 81.39 0.060 12199 3.15
3.50 0.000 0.00 0.041 887.6 81.07 81.18 0.060 12169 3.15
3.58 0.000 0.00 0.041 899.9 80.86 80.98 0.059 12139 3.15
3.67 0.000 0.00 0.040 912.1 80.66 80.78 0.059 12109 3.15
3.75 0.000 0.00 0.040 924.1 80.47 80.58 0.059 12079 3.14 Pond Storm: 1 hr - 100 yr (Cont) Routing of 1 hr - 100 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.039 935.9 80.27 80.39 0.059 12049 3.14
3.92 0.000 0.00 0.039 947.6 80.07 80.19 0.059 12020 3.14
4.00 0.000 0.00 0.038 959.2 79.88 79.99 0.059 11990 3.13
4.08 0.000 0.00 0.038 970.7 79.68 79.80 0.059 11961 3.13
4.17 0.000 0.00 0.038 982.0 79.49 79.60 0.059 11932 3.13
4.25 0.000 0.00 0.037 993.2 79.29 79.41 0.059 11903 3.12
4.33 0.000 0.00 0.037 1004.3 79.10 79.22 0.059 11874 3.12
4.42 0.000 0.00 0.036 1015.2 78.91 79.03 0.059 11845 3.12
4.50 0.000 0.00 0.036 1026.1 78.72 78.84 0.059 11817 3.12
4.58 0.000 0.00 0.036 1036.8 78.53 78.65 0.059 11788 3.11
4.67 0.000 0.00 0.035 1047.5 78.34 78.46 0.059 11760 3.11
4.75 0.000 0.00 0.035 1058.0 78.15 78.27 0.059 11731 3.11
4.83 0.000 0.00 0.035 1068.5 77.96 78.08 0.059 11703 3.10
4.92 0.000 0.00 0.034 1078.8 77.78 77.89 0.059 11675 3.10
5.00 0.000 0.00 0.034 1089.1 77.59 77.71 0.059 11647 3.10
5.08 0.000 0.00 0.034 1099.3 77.40 77.52 0.059 11619 3.10
5.17 0.000 0.00 0.033 1109.4 77.22 77.34 0.059 11591 3.09
5.25 0.000 0.00 0.033 1119.4 77.03 77.15 0.059 11564 3.09
5.33 0.000 0.00 0.033 1129.3 76.85 76.97 0.059 11536 3.09
5.42 0.000 0.00 0.033 1139.1 76.67 76.78 0.059 11509 3.08
5.50 0.000 0.00 0.032 1148.9 76.48 76.60 0.059 11481 3.08
5.58 0.000 0.00 0.032 1158.6 76.30 76.42 0.059 11454 3.08
5.67 0.000 0.00 0.032 1168.2 76.12 76.24 0.059 11427 3.08
5.75 0.000 0.00 0.032 1177.7 75.94 76.06 0.059 11399 3.07
5.83 0.000 0.00 0.031 1187.2 75.76 75.87 0.059 11372 3.07
5.92 0.000 0.00 0.031 1196.6 75.58 75.69 0.059 11345 3.07
6.00 0.000 0.00 0.031 1205.9 75.40 75.51 0.059 11318 3.07
6.08 0.000 0.00 0.031 1215.2 75.22 75.34 0.059 11291 3.06
6.17 0.000 0.00 0.031 1224.4 75.04 75.16 0.059 11265 3.06
6.25 0.000 0.00 0.030 1233.5 74.86 74.98 0.059 11238 3.06
6.33 0.000 0.00 0.030 1242.6 74.68 74.80 0.059 11211 3.06
6.42 0.000 0.00 0.030 1251.6 74.51 74.62 0.059 11185 3.05
6.50 0.000 0.00 0.030 1260.5 74.33 74.45 0.059 11158 3.05
6.58 0.000 0.00 0.030 1269.4 74.15 74.27 0.059 11132 3.05
6.67 0.000 0.00 0.029 1278.3 73.98 74.09 0.059 11105 3.05
6.75 0.000 0.00 0.029 1287.1 73.80 73.92 0.059 11079 3.04
6.83 0.000 0.00 0.029 1295.8 73.63 73.74 0.059 11053 3.04
6.92 0.000 0.00 0.029 1304.5 73.45 73.57 0.058 11026 3.04
7.00 0.000 0.00 0.029 1313.1 73.28 73.39 0.058 11000 3.04
7.08 0.000 0.00 0.028 1321.7 73.10 73.22 0.058 10974 3.04
7.17 0.000 0.00 0.028 1330.2 72.93 73.05 0.058 10948 3.03
7.25 0.000 0.00 0.028 1338.6 72.76 72.87 0.058 10922 3.03
7.33 0.000 0.00 0.028 1347.1 72.58 72.70 0.058 10896 3.03
7.42 0.000 0.00 0.028 1355.4 72.41 72.53 0.058 10870 3.03
7.50 0.000 0.00 0.028 1363.8 72.24 72.35 0.058 10844 3.02
7.58 0.000 0.00 0.028 1372.1 72.07 72.18 0.058 10819 3.02
7.67 0.000 0.00 0.027 1380.3 71.89 72.01 0.058 10793 3.02
7.75 0.000 0.00 0.027 1388.5 71.72 71.84 0.058 10767 3.02
7.83 0.000 0.00 0.027 1396.6 71.55 71.67 0.058 10742 3.01
7.92 0.000 0.00 0.027 1404.7 71.38 71.50 0.058 10716 3.01
8.00 0.000 0.00 0.027 1412.8 71.21 71.33 0.058 10691 3.01
8.08 0.000 0.00 0.027
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 3 hr - 100 yr Total Hydrograph in BMP-3B Max outflow: 0.088 cfs initial elev: 0.0 ft
Max elevation in pond: 3.722 ft (from bottom of gravel) Peak flow in: 5.93 cfs Vol-out: 1784 cu-ft Vol in: 19284 cu-ft
Pond Storm: 3 hr - 100 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.73 0.00 0.0 0.00 0.000 0 0.00
0.08 0.729 1.46 0.006 0.8 0.72 0.72 0.001 108 0.03
0.17 0.729 1.35 0.312 48.4 1.86 1.86 0.002 279 0.07
0.25 0.617 1.46 0.019 98.0 2.87 2.88 0.003 431 0.10
0.33 0.842 1.68 0.016 103.3 4.28 4.29 0.005 643 0.15
0.42 0.842 1.85 0.020 108.7 5.92 5.93 0.007 888 0.21
0.50 1.010 1.85 0.025 115.4 7.70 7.72 0.009 1157 0.27
0.58 0.842 1.85 0.029 123.5 9.48 9.50 0.011 1424 0.34
0.67 1.010 2.02 0.033 132.7 11.24 11.27 0.013 1689 0.40
0.75 1.010 1.85 0.035 142.9 13.17 13.20 0.015 1977 0.47
0.83 0.842 1.74 0.038 153.9 14.91 14.94 0.017 2239 0.53
0.92 0.898 1.91 0.040 165.5 16.53 16.57 0.019 2483 0.59
1.00 1.010 2.32 0.041 177.6 18.32 18.36 0.021 2751 0.65
1.08 1.314 2.63 0.042 189.9 20.51 20.56 0.024 3080 0.73
1.17 1.314 2.63 0.044 202.8 23.00 23.05 0.027 3454 0.82
1.25 1.314 2.47 0.045 216.1 25.48 25.54 0.030 3826 0.90
1.33 1.160 2.78 0.047 230.0 27.79 27.86 0.033 4174 0.99
1.42 1.622 3.32 0.048 244.2 30.41 30.48 0.034 4567 1.10
1.50 1.699 3.17 0.050 259.0 33.56 33.63 0.037 5040 1.25
1.58 1.468 3.17 0.054 274.6 36.55 36.62 0.039 5488 1.40
1.67 1.699 3.86 0.056 291.0 39.52 39.60 0.041 5935 1.54
1.75 2.161 4.17 0.058 308.1 43.18 43.27 0.043 6484 1.71
1.83 2.007 3.86 0.061 325.9 47.14 47.23 0.046 7078 1.90
1.92 1.853 3.78 0.063 344.5 50.78 50.88 0.048 7624 2.07
2.00 1.930 3.94 0.065 363.7 54.34 54.44 0.050 8158 2.24
2.08 2.007 4.86 0.067 383.5 58.04 58.14 0.052 8714 2.41
2.17 2.854 6.32 0.068 403.6 62.66 62.77 0.054 9407 2.63
2.25 3.470 5.79 0.070 424.3 68.73 68.84 0.057 10318 2.92
2.33 2.315 7.17 0.074 445.9 74.25 74.37 0.059 11147 3.05
2.42 4.856 10.10 0.073 468.0 81.16 81.28 0.060 12183 3.15
2.50 5.241 11.18 0.072 489.9 90.99 91.11 0.061 13657 3.29
2.58 5.934 10.10 0.072 511.5 101.89 102.02 0.062 15293 3.45
2.67 4.163 5.32 0.072 533.2 111.71 111.85 0.071 16766 3.58
2.75 1.160 2.17 0.072 554.9 116.72 116.88 0.082 17520 3.66
2.83 1.010 2.02 0.071 576.4 118.58 118.75 0.085 17799 3.68
2.92 1.010 1.35 0.069 597.4 120.28 120.46 0.087 18055 3.71
3.00 0.337 0.34 0.067 617.8 121.32 121.49 0.088 18211 3.72
3.08 0.000 0.00 0.065 637.6 121.34 121.52 0.088 18215 3.72
3.17 0.000 0.00 0.063 657.0 121.04 121.21 0.088 18169 3.72
3.25 0.000 0.00 0.062 675.7 120.74 120.91 0.088 18124 3.71
3.33 0.000 0.00 0.060 694.0 120.44 120.62 0.087 18079 3.71
3.42 0.000 0.00 0.059 711.8 120.15 120.32 0.087 18035 3.71
3.50 0.000 0.00 0.057 729.2 119.86 120.03 0.087 17992 3.70
3.58 0.000 0.00 0.056 746.1 119.57 119.75 0.086 17949 3.70
3.67 0.000 0.00 0.055 762.7 119.29 119.46 0.086 17907 3.69
3.75 0.000 0.00 0.054 779.0 119.01 119.18 0.086 17865 3.69 Pond Storm: 3 hr - 100 yr (Cont) Routing of 3 hr - 100 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.053 794.9 118.74 118.91 0.085 17823 3.69
3.92 0.000 0.00 0.052 810.5 118.46 118.63 0.085 17782 3.68
4.00 0.000 0.00 0.051 825.8 118.19 118.36 0.085 17741 3.68
4.08 0.000 0.00 0.050 840.9 117.92 118.09 0.084 17701 3.68
4.17 0.000 0.00 0.049 855.7 117.66 117.82 0.084 17661 3.67
4.25 0.000 0.00 0.048 870.2 117.39 117.56 0.083 17621 3.67
4.33 0.000 0.00 0.047 884.5 117.13 117.30 0.083 17582 3.66
4.42 0.000 0.00 0.047 898.6 116.87 117.04 0.082 17543 3.66
4.50 0.000 0.00 0.046 912.5 116.62 116.78 0.082 17505 3.66
4.58 0.000 0.00 0.045 926.2 116.36 116.52 0.081 17467 3.65
4.67 0.000 0.00 0.045 939.7 116.11 116.27 0.081 17429 3.65
4.75 0.000 0.00 0.044 953.0 115.86 116.02 0.080 17391 3.64
4.83 0.000 0.00 0.043 966.1 115.62 115.78 0.079 17354 3.64
4.92 0.000 0.00 0.043 979.1 115.37 115.53 0.079 17318 3.64
5.00 0.000 0.00 0.042 991.9 115.13 115.29 0.078 17281 3.63
5.08 0.000 0.00 0.042 1004.5 114.89 115.05 0.078 17245 3.63
5.17 0.000 0.00 0.041 1017.0 114.65 114.81 0.077 17209 3.63
5.25 0.000 0.00 0.041 1029.4 114.42 114.57 0.077 17174 3.62
5.33 0.000 0.00 0.040 1041.6 114.18 114.33 0.076 17139 3.62
5.42 0.000 0.00 0.040 1053.7 113.95 114.10 0.076 17104 3.62
5.50 0.000 0.00 0.040 1065.6 113.72 113.87 0.075 17069 3.61
5.58 0.000 0.00 0.039 1077.4 113.49 113.64 0.075 17035 3.61
5.67 0.000 0.00 0.039 1089.1 113.26 113.41 0.074 17001 3.60
5.75 0.000 0.00 0.038 1100.7 113.04 113.19 0.074 16967 3.60
5.83 0.000 0.00 0.038 1112.1 112.82 112.96 0.073 16934 3.60
5.92 0.000 0.00 0.038 1123.5 112.60 112.74 0.073 16900 3.59
6.00 0.000 0.00 0.037 1134.7 112.38 112.52 0.072 16867 3.59
6.08 0.000 0.00 0.037 1145.8 112.16 112.30 0.072 16835 3.59
6.17 0.000 0.00 0.037 1156.9 111.94 112.08 0.071 16802 3.58
6.25 0.000 0.00 0.036 1167.8 111.73 111.87 0.071 16770 3.58
6.33 0.000 0.00 0.036 1178.6 111.51 111.66 0.071 16738 3.58
6.42 0.000 0.00 0.036 1189.4 111.30 111.44 0.070 16706 3.58
6.50 0.000 0.00 0.035 1200.0 111.09 111.23 0.070 16674 3.57
6.58 0.000 0.00 0.035 1210.6 110.88 111.02 0.070 16643 3.57
6.67 0.000 0.00 0.035 1221.1 110.67 110.81 0.069 16611 3.57
6.75 0.000 0.00 0.035 1231.5 110.47 110.60 0.069 16580 3.56
6.83 0.000 0.00 0.034 1241.8 110.26 110.40 0.069 16549 3.56
6.92 0.000 0.00 0.034 1252.0 110.05 110.19 0.069 16518 3.56
7.00 0.000 0.00 0.034 1262.2 109.85 109.99 0.068 16488 3.56
7.08 0.000 0.00 0.033 1272.3 109.65 109.78 0.068 16457 3.55
7.17 0.000 0.00 0.033 1282.3 109.44 109.58 0.068 16427 3.55
7.25 0.000 0.00 0.033 1292.2 109.24 109.38 0.067 16397 3.55
7.33 0.000 0.00 0.033 1302.1 109.04 109.18 0.067 16366 3.54
7.42 0.000 0.00 0.033 1311.9 108.84 108.98 0.067 16337 3.54
7.50 0.000 0.00 0.032 1321.6 108.65 108.78 0.067 16307 3.54
7.58 0.000 0.00 0.032 1331.3 108.45 108.58 0.066 16277 3.54
7.67 0.000 0.00 0.032 1340.9 108.25 108.38 0.066 16248 3.53
7.75 0.000 0.00 0.032 1350.4 108.06 108.19 0.066 16218 3.53
7.83 0.000 0.00 0.031 1359.9 107.86 107.99 0.066 16189 3.53
7.92 0.000 0.00 0.031 1369.3 107.67 107.80 0.065 16160 3.53
8.00 0.000 0.00 0.031 1378.6 107.48 107.61 0.065 16131 3.52
8.08 0.000 0.00 0.031
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 6 hr - 100 yr Total Hydrograph in BMP-3B Max outflow: 0.115 cfs initial elev: 0.0 ft
Max elevation in pond: 4.172 ft (from bottom of gravel) Peak flow in: 5.39 cfs Vol-out: 1772 cu-ft Vol in: 24850 cu-ft
Pond Storm: 6 hr - 100 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.38 0.00 0.0 0.00 0.000 0 0.000
0.08 0.375 0.83 0.006 0.8 0.37 0.37 0.000 55 0.013
0.17 0.450 0.90 0.162 25.9 1.02 1.03 0.001 154 0.036
0.25 0.450 0.90 0.019 53.1 1.74 1.74 0.002 261 0.062
0.33 0.450 0.90 0.017 58.6 2.60 2.60 0.003 390 0.092
0.42 0.450 0.98 0.021 64.3 3.45 3.46 0.004 518 0.122
0.50 0.525 1.05 0.024 71.2 4.37 4.38 0.005 656 0.155
0.58 0.525 1.05 0.027 78.9 5.36 5.37 0.006 804 0.190
0.67 0.525 1.05 0.029 87.4 6.33 6.35 0.007 951 0.225
0.75 0.525 1.05 0.031 96.5 7.31 7.32 0.009 1097 0.259
0.83 0.525 1.05 0.032 105.9 8.28 8.29 0.010 1243 0.294
0.92 0.525 1.13 0.033 115.7 9.24 9.26 0.011 1387 0.328
1.00 0.600 1.20 0.034 125.7 10.27 10.30 0.012 1543 0.364
1.08 0.600 1.20 0.034 135.9 11.38 11.41 0.013 1709 0.404
1.17 0.600 1.20 0.035 146.3 12.48 12.51 0.015 1874 0.443
1.25 0.600 1.20 0.036 156.9 13.58 13.61 0.016 2039 0.482
1.33 0.600 1.20 0.036 167.6 14.67 14.71 0.017 2203 0.520
1.42 0.600 1.20 0.036 178.5 15.76 15.80 0.018 2367 0.559
1.50 0.600 1.20 0.037 189.4 16.85 16.89 0.020 2531 0.598
1.58 0.600 1.20 0.037 200.4 17.94 17.98 0.021 2694 0.636
1.67 0.600 1.20 0.037 211.5 19.02 19.06 0.022 2856 0.675
1.75 0.600 1.20 0.037 222.7 20.10 20.14 0.024 3018 0.713
1.83 0.600 1.20 0.037 233.8 21.17 21.22 0.025 3180 0.751
1.92 0.600 1.28 0.037 245.0 22.25 22.30 0.026 3341 0.789
2.00 0.675 1.28 0.037 256.3 23.39 23.45 0.027 3513 0.830
2.08 0.600 1.28 0.038 267.5 24.54 24.59 0.029 3685 0.870
2.17 0.675 1.35 0.038 278.9 25.68 25.74 0.030 3856 0.911
2.25 0.675 1.35 0.038 290.2 26.89 26.95 0.031 4038 0.954
2.33 0.675 1.35 0.038 301.6 28.10 28.16 0.033 4219 0.997
2.42 0.675 1.35 0.038 313.1 29.30 29.37 0.034 4400 1.052
2.50 0.675 1.35 0.039 324.7 30.51 30.57 0.035 4581 1.109
2.58 0.675 1.35 0.039 336.4 31.71 31.78 0.035 4761 1.166
2.67 0.675 1.43 0.040 348.3 32.91 32.98 0.036 4941 1.223
2.75 0.750 1.50 0.040 360.4 34.18 34.25 0.037 5132 1.283
2.83 0.750 1.50 0.041 372.6 35.52 35.60 0.038 5334 1.346
2.92 0.750 1.50 0.041 384.9 36.86 36.94 0.039 5535 1.410
3.00 0.750 1.50 0.042 397.4 38.20 38.28 0.040 5736 1.473
3.08 0.750 1.58 0.042 410.0 39.53 39.61 0.041 5936 1.536
3.17 0.825 1.65 0.043 422.8 40.94 41.02 0.042 6147 1.603
3.25 0.825 1.65 0.043 435.7 42.42 42.50 0.043 6369 1.673
3.33 0.825 1.73 0.044 448.7 43.90 43.98 0.044 6591 1.742
3.42 0.900 1.88 0.044 461.8 45.44 45.53 0.045 6823 1.816
3.50 0.975 2.04 0.045 475.1 47.14 47.23 0.046 7078 1.896
3.58 1.061 2.12 0.045 488.6 48.99 49.09 0.047 7356 1.983
3.67 1.061 2.23 0.046 502.2 50.93 51.02 0.048 7646 2.075
3.75 1.164 2.33 0.047 516.1 52.96 53.06 0.049 7952 2.171 Pond Storm: 6 hr - 100 yr (Cont) Routing of 6 hr - 100 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 1.164 2.43 0.047 530.1 55.10 55.20 0.050 8272 2.27
3.92 1.267 2.53 0.048 544.4 57.33 57.43 0.051 8607 2.38
4.00 1.267 2.64 0.049 559.0 59.66 59.77 0.053 8957 2.49
4.08 1.370 2.84 0.050 573.8 62.09 62.20 0.054 9322 2.60
4.17 1.473 3.05 0.051 588.8 64.72 64.83 0.055 9717 2.73
4.25 1.576 3.25 0.051 604.1 67.56 67.67 0.057 10142 2.86
4.33 1.679 3.46 0.053 619.7 70.59 70.71 0.058 10598 3.00
4.42 1.782 3.56 0.054 635.6 73.83 73.95 0.059 11083 3.05
4.50 1.782 3.67 0.053 651.6 77.17 77.29 0.059 11584 3.09
4.58 1.885 3.87 0.053 667.5 80.61 80.73 0.059 12101 3.14
4.67 1.988 4.08 0.052 683.2 84.26 84.38 0.060 12648 3.20
4.75 2.091 4.18 0.052 698.8 88.11 88.23 0.060 13226 3.25
4.83 2.091 4.28 0.052 714.4 92.07 92.19 0.061 13819 3.30
4.92 2.194 4.49 0.051 729.8 96.13 96.25 0.062 14428 3.36
5.00 2.297 5.11 0.051 745.2 100.39 100.51 0.062 15068 3.43
5.08 2.811 6.14 0.051 760.6 105.27 105.40 0.063 15800 3.49
5.17 3.326 6.96 0.051 775.9 111.17 111.31 0.070 16685 3.57
5.25 3.635 7.58 0.051 791.3 117.86 118.02 0.084 17691 3.67
5.33 3.944 8.40 0.052 806.7 125.15 125.33 0.093 18786 3.77
5.42 4.459 9.84 0.052 822.3 133.24 133.44 0.101 20002 3.89
5.50 5.385 6.96 0.052 837.9 142.77 142.98 0.108 21431 4.02
5.58 1.576 2.25 0.053 853.8 149.40 149.62 0.113 22426 4.12
5.67 0.675 1.13 0.053 869.8 151.31 151.54 0.114 22714 4.15
5.75 0.450 0.83 0.053 885.7 152.10 152.33 0.115 22832 4.16
5.83 0.375 0.60 0.052 901.4 152.59 152.82 0.115 22906 4.17
5.92 0.225 0.38 0.051 917.0 152.86 153.09 0.115 22946 4.17
6.00 0.150 0.15 0.051 932.3 152.90 153.13 0.115 22952 4.17
6.08 0.000 0.00 0.050 947.4 152.72 152.95 0.115 22925 4.17
6.17 0.000 0.00 0.049 962.2 152.39 152.62 0.115 22876 4.16
6.25 0.000 0.00 0.048 976.9 152.06 152.29 0.115 22827 4.16
6.33 0.000 0.00 0.048 991.3 151.74 151.97 0.115 22778 4.15
6.42 0.000 0.00 0.047 1005.6 151.41 151.64 0.114 22729 4.15
6.50 0.000 0.00 0.046 1019.6 151.09 151.32 0.114 22681 4.14
6.58 0.000 0.00 0.046 1033.5 150.77 151.00 0.114 22633 4.14
6.67 0.000 0.00 0.045 1047.1 150.45 150.68 0.114 22585 4.13
6.75 0.000 0.00 0.045 1060.6 150.14 150.36 0.113 22537 4.13
6.83 0.000 0.00 0.044 1074.0 149.82 150.05 0.113 22490 4.12
6.92 0.000 0.00 0.044 1087.1 149.51 149.73 0.113 22443 4.12
7.00 0.000 0.00 0.043 1100.2 149.19 149.42 0.113 22396 4.12
7.08 0.000 0.00 0.043 1113.0 148.88 149.11 0.113 22349 4.11
7.17 0.000 0.00 0.042 1125.7 148.57 148.80 0.112 22303 4.11
7.25 0.000 0.00 0.042 1138.3 148.26 148.49 0.112 22257 4.10
7.33 0.000 0.00 0.041 1150.8 147.96 148.18 0.112 22211 4.10
7.42 0.000 0.00 0.041 1163.1 147.65 147.88 0.112 22165 4.09
7.50 0.000 0.00 0.040 1175.3 147.35 147.57 0.112 22119 4.09
7.58 0.000 0.00 0.040 1187.4 147.04 147.27 0.111 22073 4.08
7.67 0.000 0.00 0.040 1199.3 146.74 146.97 0.111 22028 4.08
7.75 0.000 0.00 0.039 1211.2 146.44 146.66 0.111 21983 4.07
7.83 0.000 0.00 0.039 1222.9 146.14 146.36 0.111 21938 4.07
7.92 0.000 0.00 0.039 1234.5 145.84 146.07 0.110 21893 4.07
8.00 0.000 0.00 0.038 1246.0 145.55 145.77 0.110 21849 4.06
8.08 0.000 0.00 0.038 1257.4
MODIFIED PULS-DMA-3B page # 1
RESULTS: Routing of 24 hr - 100 yr Total Hydrograph in BMP-3B Max outflow: 0.15 cfs initial elev: 0.0 ft
Max elevation in pond: 5.221 ft (from bottom of gravel) Peak flow in: 1.81 cfs Vol-out: 7668 cu-ft Vol in: 43028 cu-ft
Pond Storm: 24 hr - 100 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.09 0.00 0.0 0.00 0.000 0 0.00
0.25 0.092 0.23 0.006 2.5 0.09 0.09 0.000 39 0.01
0.50 0.138 0.28 0.042 23.8 0.27 0.27 0.001 120 0.03
0.75 0.138 0.32 0.017 50.5 0.48 0.48 0.002 216 0.05
1.00 0.183 0.32 0.016 65.3 0.76 0.77 0.003 343 0.08
1.25 0.138 0.28 0.018 80.3 1.04 1.05 0.004 470 0.11
1.50 0.138 0.28 0.019 97.0 1.27 1.28 0.004 573 0.14
1.75 0.138 0.32 0.019 114.4 1.50 1.51 0.005 675 0.16
2.00 0.183 0.37 0.019 131.8 1.77 1.78 0.006 797 0.19
2.25 0.183 0.37 0.020 149.4 2.08 2.09 0.007 939 0.22
2.50 0.183 0.41 0.020 167.4 2.39 2.41 0.008 1079 0.25
2.75 0.229 0.46 0.021 185.8 2.74 2.76 0.010 1238 0.29
3.00 0.229 0.46 0.021 204.6 3.14 3.16 0.011 1416 0.33
3.25 0.229 0.46 0.022 223.9 3.53 3.55 0.012 1592 0.38
3.50 0.229 0.46 0.022 243.7 3.91 3.94 0.014 1767 0.42
3.75 0.229 0.50 0.023 263.8 4.30 4.33 0.015 1940 0.46
4.00 0.275 0.55 0.023 284.2 4.72 4.76 0.017 2133 0.50
4.25 0.275 0.60 0.023 304.9 5.19 5.23 0.018 2344 0.55
4.50 0.321 0.64 0.024 325.9 5.70 5.74 0.020 2574 0.61
4.75 0.321 0.69 0.024 347.3 6.25 6.29 0.022 2822 0.67
5.00 0.367 0.64 0.025 369.2 6.84 6.89 0.024 3089 0.73
5.25 0.275 0.60 0.025 391.5 7.38 7.43 0.026 3333 0.79
5.50 0.321 0.69 0.025 414.3 7.87 7.93 0.028 3554 0.84
5.75 0.367 0.73 0.026 437.3 8.45 8.51 0.030 3815 0.90
6.00 0.367 0.78 0.026 460.6 9.07 9.13 0.032 4094 0.97
6.25 0.413 0.83 0.026 484.1 9.73 9.79 0.034 4391 1.05
6.50 0.413 0.87 0.027 508.1 10.43 10.50 0.035 4708 1.15
6.75 0.458 0.92 0.028 532.9 11.17 11.24 0.037 5043 1.25
7.00 0.458 0.92 0.029 558.5 11.95 12.03 0.038 5396 1.37
7.25 0.458 0.96 0.030 584.9 12.73 12.81 0.040 5747 1.48
7.50 0.504 1.05 0.031 612.1 13.55 13.63 0.041 6117 1.59
7.75 0.550 1.15 0.031 640.0 14.46 14.54 0.043 6525 1.72
8.00 0.596 1.28 0.032 668.6 15.45 15.54 0.045 6972 1.86
8.25 0.688 1.38 0.033 698.0 16.57 16.67 0.047 7479 2.02
8.50 0.688 1.42 0.034 728.4 17.78 17.88 0.049 8024 2.19
8.75 0.733 1.51 0.035 759.7 19.03 19.13 0.051 8587 2.37
9.00 0.779 1.65 0.036 792.1 20.36 20.47 0.053 9188 2.56
9.25 0.871 1.79 0.038 825.4 21.83 21.94 0.056 9848 2.77
9.50 0.917 1.88 0.039 859.8 23.42 23.54 0.058 10567 2.99
9.75 0.963 1.97 0.040 895.3 25.11 25.22 0.059 11325 3.07
10.00 1.009 1.70 0.040 931.2 26.88 27.00 0.059 12123 3.15
10.25 0.688 1.38 0.039 966.5 28.38 28.50 0.060 12797 3.21
10.50 0.688 1.60 0.038 1001.4 29.55 29.68 0.061 13327 3.26
10.75 0.917 1.83 0.038 1035.8 30.96 31.08 0.061 13960 3.32
11.00 0.917 1.79 0.037 1069.6 32.60 32.72 0.062 14696 3.39
11.25 0.871 1.74 0.037 1103.0 34.18 34.31 0.062 15411 3.46 Pond Storm: 24 hr - 100 yr (Cont) Routing of 24 hr - 100 yr Total Hydrograph in BMP-3B page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
11.50 0.871 1.65 0.037 1136.1 35.72 35.85 0.065 16104 3.52
11.75 0.779 1.60 0.036 1168.9 37.16 37.30 0.071 16753 3.58
12.00 0.825 2.04 0.036 1201.4 38.53 38.69 0.080 17375 3.64
12.25 1.220 2.51 0.036 1233.6 40.33 40.51 0.088 18188 3.72
12.50 1.288 2.71 0.035 1265.6 42.57 42.77 0.096 19201 3.81
12.75 1.419 2.91 0.035 1297.5 45.01 45.21 0.102 20299 3.92
13.00 1.487 3.29 0.036 1329.4 47.62 47.84 0.108 21480 4.03
13.25 1.807 3.62 0.036 1361.4 50.62 50.85 0.115 22829 4.16
13.50 1.812 2.94 0.036 1393.6 53.92 54.16 0.121 24319 4.30
13.75 1.125 2.25 0.036 1426.0 56.54 56.79 0.126 25497 4.41
14.00 1.130 2.52 0.036 1458.5 58.46 58.72 0.129 26365 4.49
14.25 1.386 2.71 0.036 1491.1 60.64 60.90 0.133 27346 4.58
14.50 1.328 2.66 0.036 1523.5 63.01 63.28 0.136 28414 4.69
14.75 1.333 2.61 0.036 1556.0 65.32 65.60 0.140 29455 4.78
15.00 1.274 2.49 0.036 1588.4 67.56 67.85 0.143 30468 4.88
15.25 1.216 2.37 0.036 1620.8 69.69 69.98 0.146 31426 4.97
15.50 1.158 2.07 0.036 1653.2 71.69 71.99 0.149 32329 5.05
15.75 0.910 1.83 0.036 1685.5 73.39 73.69 0.151 33093 5.13
16.00 0.915 1.10 0.036 1717.7 74.83 75.14 0.153 33745 5.19
16.25 0.183 0.37 0.036 1749.8 75.55 75.86 0.154 34068 5.22
16.50 0.183 0.32 0.035 1781.6 75.54 75.85 0.154 34063 5.22
16.75 0.138 0.28 0.035 1813.0 75.48 75.79 0.154 34037 5.22
17.00 0.138 0.37 0.034 1843.9 75.38 75.69 0.154 33992 5.21
17.25 0.229 0.46 0.034 1874.3 75.37 75.68 0.154 33988 5.21
17.50 0.229 0.46 0.033 1904.3 75.46 75.77 0.154 34025 5.22
17.75 0.229 0.41 0.033 1934.0 75.54 75.85 0.154 34063 5.22
18.00 0.183 0.37 0.032 1963.2 75.58 75.89 0.154 34081 5.22
18.25 0.183 0.37 0.032 1992.1 75.58 75.88 0.154 34078 5.22
18.50 0.183 0.32 0.032 2020.7 75.57 75.88 0.154 34076 5.22
18.75 0.138 0.23 0.031 2048.9 75.52 75.83 0.154 34053 5.22
19.00 0.092 0.23 0.031 2076.8 75.38 75.69 0.154 33990 5.21
19.25 0.138 0.32 0.030 2104.4 75.24 75.55 0.154 33927 5.21
19.50 0.183 0.32 0.030 2131.6 75.19 75.50 0.154 33906 5.21
19.75 0.138 0.23 0.030 2158.5 75.15 75.45 0.154 33885 5.20
20.00 0.092 0.23 0.029 2185.2 75.01 75.32 0.153 33824 5.20
20.25 0.138 0.28 0.029 2211.6 74.87 75.18 0.153 33762 5.19
20.50 0.138 0.28 0.029 2237.6 74.78 75.09 0.153 33722 5.19
20.75 0.138 0.23 0.029 2263.5 74.70 75.00 0.153 33682 5.19
21.00 0.092 0.23 0.028 2289.0 74.56 74.87 0.153 33622 5.18
21.25 0.138 0.23 0.028 2314.3 74.43 74.74 0.153 33563 5.17
21.50 0.092 0.23 0.028 2339.4 74.30 74.60 0.153 33503 5.17
21.75 0.138 0.23 0.027 2364.2 74.17 74.47 0.152 33444 5.16
22.00 0.092 0.23 0.027 2388.8 74.04 74.34 0.152 33386 5.16
22.25 0.138 0.23 0.027 2413.2 73.91 74.21 0.152 33328 5.15
22.50 0.092 0.18 0.027 2437.3 73.78 74.09 0.152 33270 5.14
22.75 0.092 0.18 0.026 2461.3 73.61 73.91 0.152 33192 5.14
23.00 0.092 0.18 0.026 2485.0 73.44 73.74 0.151 33115 5.13
23.25 0.092 0.18 0.026 2508.5 73.27 73.57 0.151 33038 5.12
23.50 0.092 0.18 0.026 2531.8 73.10 73.40 0.151 32961 5.11
23.75 0.092 0.18 0.026 2554.9 72.93 73.23 0.151 32885 5.11
24.00 0.092 0.09 0.025 2577.9 72.76 73.06 0.150 32809 5.10
24.25 0.000 0.00 0.025 2600.6 0.00 0.00 0.000 0 0.00
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 1 hr - 2 yr Total Hydrograph in BMP-4 Max outflow: 0.242 cfs initial elev: 0.00 ft
Max elevation in pond: 3.357 ft (from bottom of gravel) Peak flow in: 10.64 cfs Vol-out: 10450 cu-ft Vol in: 18794 cu-ft
Pond Storm: 1 hr - 2 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 2.79 0.00 0.0 0.00 0.000 0 0.00
0.20 2.789 6.09 0.026 9.4 2.72 2.76 0.021 987 0.16
0.40 3.297 7.57 1.738 644.5 6.94 7.04 0.054 2516 0.42
0.60 4.273 14.91 0.090 1302.6 12.48 12.68 0.097 4529 0.75
0.80 10.636 15.74 0.083 1364.8 26.87 27.22 0.176 9736 1.82
1.00 5.108 5.11 0.157 1451.4 41.91 42.37 0.228 15171 3.02
1.20 0.000 0.00 0.231 1591.3 46.15 46.63 0.242 16700 3.36
1.40 0.000 0.00 0.234 1758.8 45.20 45.68 0.239 16360 3.28
1.60 0.000 0.00 0.210 1918.7 44.29 44.76 0.236 16028 3.21
1.80 0.000 0.00 0.191 2063.1 43.42 43.89 0.233 15715 3.14
2.00 0.000 0.00 0.176 2195.3 42.59 43.05 0.231 15416 3.07
2.20 0.000 0.00 0.164 2317.8 41.79 42.25 0.228 15128 3.01
2.40 0.000 0.00 0.154 2432.4 41.03 41.48 0.226 14850 2.95
2.60 0.000 0.00 0.146 2540.3 40.28 40.73 0.223 14581 2.89
2.80 0.000 0.00 0.138 2642.5 39.55 40.00 0.221 14319 2.83
3.00 0.000 0.00 0.132 2739.7 38.85 39.28 0.218 14064 2.77
3.20 0.000 0.00 0.126 2832.5 38.16 38.59 0.216 13814 2.72
3.40 0.000 0.00 0.121 2921.4 37.48 37.91 0.214 13571 2.67
3.60 0.000 0.00 0.116 3006.7 36.82 37.25 0.212 13332 2.61
3.80 0.000 0.00 0.112 3088.7 36.17 36.59 0.210 13098 2.56
4.00 0.000 0.00 0.108 3167.8 35.54 35.95 0.208 12869 2.51
4.20 0.000 0.00 0.104 3244.2 34.92 35.33 0.206 12644 2.46
4.40 0.000 0.00 0.101 3318.1 34.30 34.71 0.204 12423 2.41
4.60 0.000 0.00 0.098 3389.6 33.70 34.11 0.202 12205 2.36
4.80 0.000 0.00 0.095 3459.0 33.11 33.51 0.200 11992 2.32
5.00 0.000 0.00 0.092 3526.3 32.53 32.92 0.198 11781 2.27
5.20 0.000 0.00 0.090 3591.8 31.95 32.35 0.196 11574 2.22
5.40 0.000 0.00 0.087 3655.4 31.39 31.78 0.194 11370 2.18
5.60 0.000 0.00 0.085 3717.4 30.83 31.22 0.192 11169 2.13
5.80 0.000 0.00 0.083 3777.8 30.29 30.67 0.190 10971 2.09
6.00 0.000 0.00 0.081 3836.6 29.74 30.12 0.189 10776 2.05
6.20 0.000 0.00 0.079 3894.1 29.21 29.58 0.187 10583 2.01
6.40 0.000 0.00 0.077 3950.1 28.69 29.06 0.184 10394 1.96
6.60 0.000 0.00 0.075 4004.9 28.17 28.53 0.182 10207 1.92
6.80 0.000 0.00 0.073 4058.4 27.66 28.02 0.180 10023 1.88
7.00 0.000 0.00 0.072 4110.7 27.16 27.52 0.177 9842 1.84
7.20 0.000 0.00 0.070 4161.9 26.67 27.02 0.175 9664 1.80
7.40 0.000 0.00 0.069 4212.0 26.18 26.53 0.173 9489 1.76
7.60 0.000 0.00 0.067 4261.0 25.71 26.05 0.171 9316 1.73
7.80 0.000 0.00 0.066 4309.1 25.24 25.57 0.169 9146 1.69
8.00 0.000 0.00 0.065 4356.2 24.77 25.11 0.166 8978 1.65
8.20 0.000 0.00 0.064 4402.4 24.32 24.64 0.164 8813 1.61
8.40 0.000 0.00 0.062 4447.7 23.87 24.19 0.162 8650 1.58
8.60 0.000 0.00 0.061 4492.1 23.42 23.74 0.160 8490 1.54
8.80 0.000 0.00 0.060 4535.7 22.98 23.30 0.158 8331 1.51
9.00 0.000 0.00 0.000 4557.3 22.61 22.92 0.156 8197 1.48 Pond Storm: 1 hr - 2 yr (Cont) Routing of 1 hr - 2 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
9.20 0.000 0.00 0.000 4557.3 22.30 22.61 0.155 8085 1.45
9.40 0.000 0.00 0.000 4557.3 22.00 22.30 0.154 7973 1.43
9.60 0.000 0.00 0.000 4557.3 21.69 22.00 0.152 7863 1.40
9.80 0.000 0.00 0.000 4557.3 21.39 21.69 0.151 7754 1.38
10.00 0.000 0.00 0.000 4557.3 21.09 21.39 0.149 7646 1.36
10.20 0.000 0.00 0.000 4557.3 20.79 21.09 0.148 7539 1.33
10.40 0.000 0.00 0.000 4557.3 20.50 20.79 0.147 7433 1.31
10.60 0.000 0.00 0.000 4557.3 20.21 20.50 0.145 7328 1.29
10.80 0.000 0.00 0.000 4557.3 19.92 20.21 0.144 7224 1.26
11.00 0.000 0.00 0.000 4557.3 19.64 19.92 0.143 7121 1.24
11.20 0.000 0.00 0.000 4557.3 19.36 19.64 0.141 7019 1.22
11.40 0.000 0.00 0.000 4557.3 19.08 19.36 0.140 6918 1.20
11.60 0.000 0.00 0.000 4557.3 18.80 19.08 0.139 6817 1.17
11.80 0.000 0.00 0.000 4557.3 18.52 18.80 0.137 6718 1.15
12.00 0.000 0.00 0.000 4557.3 18.25 18.52 0.136 6619 1.13
12.20 0.000 0.00 0.000 4557.3 17.98 18.25 0.135 6522 1.11
12.40 0.000 0.00 0.000 4557.3 17.71 17.98 0.134 6425 1.09
12.60 0.000 0.00 0.000 4557.3 17.45 17.71 0.132 6329 1.07
12.80 0.000 0.00 0.000 4557.3 17.19 17.45 0.131 6234 1.04
13.00 0.000 0.00 0.000 4557.3 16.93 17.19 0.130 6140 1.02
13.20 0.000 0.00 0.000 4557.3 16.67 16.93 0.129 6047 1.00
13.40 0.000 0.00 0.000 4557.3 16.41 16.67 0.127 5955 0.99
13.60 0.000 0.00 0.000 4557.3 16.16 16.41 0.125 5864 0.97
13.80 0.000 0.00 0.000 4557.3 15.92 16.16 0.123 5775 0.96
14.00 0.000 0.00 0.000 4557.3 15.68 15.92 0.121 5687 0.94
14.20 0.000 0.00 0.000 4557.3 15.44 15.68 0.119 5600 0.93
14.40 0.000 0.00 0.000 4557.3 15.20 15.44 0.118 5515 0.91
14.60 0.000 0.00 0.000 4557.3 14.97 15.20 0.116 5431 0.90
14.80 0.000 0.00 0.000 4557.3 14.74 14.97 0.114 5348 0.89
15.00 0.000 0.00 0.000 4557.3 14.52 14.74 0.112 5267 0.87
15.20 0.000 0.00 0.000 4557.3 14.30 14.52 0.111 5186 0.86
15.40 0.000 0.00 0.000 4557.3 14.08 14.30 0.109 5107 0.85
15.60 0.000 0.00 0.000 4557.3 13.86 14.08 0.107 5030 0.83
15.80 0.000 0.00 0.000 4557.3 13.65 13.86 0.106 4953 0.82
16.00 0.000 0.00 0.000 4557.3 13.44 13.65 0.104 4877 0.81
16.20 0.000 0.00 0.000 4557.3 13.24 13.44 0.102 4803 0.80
16.40 0.000 0.00 0.000 4557.3 13.04 13.24 0.101 4730 0.78
16.60 0.000 0.00 0.000 4557.3 12.84 13.04 0.099 4658 0.77
16.80 0.000 0.00 0.000 4557.3 12.64 12.84 0.098 4587 0.76
17.00 0.000 0.00 0.000 4557.3 12.45 12.64 0.096 4517 0.75
17.20 0.000 0.00 0.000 4557.3 12.26 12.45 0.095 4448 0.74
17.40 0.000 0.00 0.000 4557.3 12.07 12.26 0.093 4380 0.73
17.60 0.000 0.00 0.000 4557.3 11.89 12.07 0.092 4314 0.71
17.80 0.000 0.00 0.000 4557.3 11.71 11.89 0.091 4248 0.70
18.00 0.000 0.00 0.000 4557.3 11.53 11.71 0.089 4183 0.69
18.20 0.000 0.00 0.000 4557.3 11.36 11.53 0.088 4120 0.68
18.40 0.000 0.00 0.000 4557.3 11.18 11.36 0.087 4057 0.67
18.60 0.000 0.00 0.000 4557.3 11.01 11.18 0.085 3995 0.66
18.80 0.000 0.00 0.000 4557.3 10.84 11.01 0.084 3934 0.65
19.00 0.000 0.00 0.000 4557.3 10.68 10.84 0.083 3874 0.64
19.20 0.000 0.00 0.000 4557.3 10.52 10.68 0.081 3815 0.63
19.40 0.000 0.00
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 3 hr - 2 yr Total Hydrograph in BMP-4 Max outflow: 0.305 cfs initial elev: 0.0 ft
Max elevation in pond: 4.627 ft (from bottom of gravel) Peak flow in: 8.87 cfs Vol-out: 6946 cu-ft Vol in: 31617 cu-ft
Pond Storm: 3 hr - 2 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 1.37 0.00 0.0 0.00 0.000 0 0.00
0.08 1.366 2.73 0.026 3.9 1.33 1.34 0.004 200 0.03
0.17 1.366 2.52 0.026 11.8 3.99 4.01 0.013 600 0.10
0.25 1.156 2.73 0.026 19.6 6.41 6.46 0.021 965 0.16
0.33 1.576 3.15 0.026 27.5 9.04 9.09 0.029 1360 0.23
0.42 1.576 3.47 0.026 35.3 12.06 12.14 0.039 1815 0.30
0.50 1.892 3.47 0.026 43.2 15.38 15.48 0.049 2314 0.38
0.58 1.576 3.47 0.026 51.0 18.67 18.79 0.060 2810 0.47
0.67 1.892 3.78 0.026 58.9 21.95 22.09 0.070 3303 0.55
0.75 1.892 3.47 0.026 66.7 25.52 25.68 0.082 3840 0.64
0.83 1.576 3.26 0.026 74.6 28.75 28.93 0.092 4326 0.72
0.92 1.682 3.57 0.026 82.4 31.75 31.95 0.102 4778 0.79
1.00 1.892 4.20 0.026 90.3 35.04 35.27 0.112 5274 0.87
1.08 2.312 4.62 0.026 98.1 38.95 39.20 0.125 5861 0.97
1.17 2.312 4.62 0.026 106.0 43.25 43.52 0.135 6507 1.10
1.25 2.312 4.41 0.026 113.8 47.53 47.82 0.143 7152 1.25
1.33 2.102 4.83 0.026 121.7 51.59 51.90 0.151 7762 1.38
1.42 2.732 5.57 0.026 129.5 56.06 56.38 0.159 8433 1.53
1.50 2.838 5.36 0.026 137.4 61.24 61.58 0.169 9211 1.70
1.58 2.522 5.36 0.026 145.2 66.19 66.54 0.179 9955 1.87
1.67 2.838 6.31 0.026 153.1 71.12 71.49 0.188 10696 2.03
1.75 3.468 6.73 0.026 160.9 76.98 77.37 0.196 11576 2.22
1.83 3.258 6.31 0.026 168.8 83.24 83.65 0.204 12517 2.43
1.92 3.048 6.20 0.026 176.6 89.07 89.50 0.212 13393 2.63
2.00 3.153 6.41 0.026 184.5 94.78 95.22 0.220 14250 2.82
2.08 3.258 7.67 0.026 192.3 100.68 101.14 0.228 15137 3.01
2.17 4.414 9.67 0.026 200.2 107.83 108.30 0.238 16210 3.25
2.25 5.255 8.93 0.026 208.0 116.94 117.44 0.250 17579 3.55
2.33 3.678 10.82 0.026 215.9 125.30 125.82 0.261 18834 3.83
2.42 7.146 14.87 0.026 223.7 135.54 136.07 0.269 20371 4.05
2.50 7.719 16.59 0.026 231.6 149.80 150.35 0.274 22511 4.19
2.58 8.867 15.07 0.026 239.4 165.78 166.34 0.279 24909 4.34
2.67 6.201 8.30 0.026 247.2 180.23 180.79 0.283 27077 4.48
2.75 2.102 3.99 0.026 255.1 187.90 188.48 0.290 28228 4.55
2.83 1.892 3.78 0.026 262.9 191.25 191.84 0.294 28732 4.58
2.92 1.892 2.52 0.026 270.8 194.38 194.98 0.301 29202 4.61
3.00 0.631 0.63 0.026 278.6 196.24 196.85 0.305 29482 4.63
3.08 0.000 0.00 0.000 282.6 196.24 196.85 0.305 29481 4.63
3.17 0.000 0.00 0.000 282.6 195.63 196.24 0.303 29390 4.62
3.25 0.000 0.00 0.000 282.6 195.03 195.63 0.302 29299 4.61
3.33 0.000 0.00 0.000 282.6 194.43 195.03 0.301 29209 4.61
3.42 0.000 0.00 0.000 282.6 193.83 194.43 0.299 29119 4.60
3.50 0.000 0.00 0.000 282.6 193.23 193.83 0.298 29029 4.60
3.58 0.000 0.00 0.000 282.6 192.64 193.23 0.297 28940 4.59
3.67 0.000 0.00 0.000 282.6 192.05 192.64 0.295 28851 4.58
3.75 0.000 0.00 0.000 282.6 191.46 192.05 0.294 28763 4.58 Pond Storm: 3 hr - 2 yr (Cont) Routing of 3 hr - 2 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.000 282.6 190.87 191.46 0.294 28675 4.57
3.92 0.000 0.00 0.000 282.6 190.29 190.87 0.293 28587 4.57
4.00 0.000 0.00 0.000 282.6 189.70 190.29 0.292 28499 4.56
4.08 0.000 0.00 0.000 282.6 189.12 189.70 0.291 28411 4.56
4.17 0.000 0.00 0.000 282.6 188.54 189.12 0.291 28324 4.55
4.25 0.000 0.00 0.000 282.6 187.96 188.54 0.290 28237 4.55
4.33 0.000 0.00 0.000 282.6 187.38 187.96 0.289 28150 4.54
4.42 0.000 0.00 0.000 282.6 186.80 187.38 0.289 28063 4.54
4.50 0.000 0.00 0.000 282.6 186.22 186.80 0.288 27977 4.53
4.58 0.000 0.00 0.000 282.6 185.65 186.22 0.287 27891 4.53
4.67 0.000 0.00 0.000 282.6 185.08 185.65 0.287 27804 4.52
4.75 0.000 0.00 0.000 282.6 184.50 185.08 0.286 27719 4.52
4.83 0.000 0.00 0.000 282.6 183.93 184.50 0.285 27633 4.51
4.92 0.000 0.00 0.000 282.6 183.36 183.93 0.285 27547 4.51
5.00 0.000 0.00 0.000 282.6 182.80 183.36 0.284 27462 4.50
5.08 0.000 0.00 0.000 282.6 182.23 182.80 0.284 27377 4.50
5.17 0.000 0.00 0.000 282.6 181.66 182.23 0.283 27292 4.49
5.25 0.000 0.00 0.000 282.6 181.10 181.66 0.283 27207 4.49
5.33 0.000 0.00 0.000 282.6 180.53 181.10 0.283 27122 4.48
5.42 0.000 0.00 0.000 282.6 179.96 180.53 0.283 27037 4.48
5.50 0.000 0.00 0.000 282.6 179.40 179.96 0.283 26952 4.47
5.58 0.000 0.00 0.000 282.6 178.83 179.40 0.283 26867 4.47
5.67 0.000 0.00 0.000 282.6 178.27 178.83 0.282 26783 4.46
5.75 0.000 0.00 0.000 282.6 177.70 178.27 0.282 26698 4.46
5.83 0.000 0.00 0.000 282.6 177.14 177.70 0.282 26613 4.45
5.92 0.000 0.00 0.000 282.6 176.58 177.14 0.282 26529 4.45
6.00 0.000 0.00 0.000 282.6 176.01 176.58 0.282 26444 4.44
6.08 0.000 0.00 0.000 282.6 175.45 176.01 0.282 26360 4.44
6.17 0.000 0.00 0.000 282.6 174.89 175.45 0.281 26275 4.43
6.25 0.000 0.00 0.000 282.6 174.32 174.89 0.281 26191 4.43
6.33 0.000 0.00 0.000 282.6 173.76 174.32 0.281 26106 4.42
6.42 0.000 0.00 0.000 282.6 173.20 173.76 0.281 26022 4.41
6.50 0.000 0.00 0.000 282.6 172.64 173.20 0.281 25938 4.41
6.58 0.000 0.00 0.000 282.6 172.08 172.64 0.281 25854 4.40
6.67 0.000 0.00 0.000 282.6 171.52 172.08 0.280 25770 4.40
6.75 0.000 0.00 0.000 282.6 170.96 171.52 0.280 25685 4.39
6.83 0.000 0.00 0.000 282.6 170.40 170.96 0.280 25601 4.39
6.92 0.000 0.00 0.000 282.6 169.84 170.40 0.280 25517 4.38
7.00 0.000 0.00 0.000 282.6 169.28 169.84 0.280 25434 4.37
7.08 0.000 0.00 0.000 282.6 168.72 169.28 0.279 25350 4.37
7.17 0.000 0.00 0.000 282.6 168.16 168.72 0.279 25266 4.36
7.25 0.000 0.00 0.000 282.6 167.60 168.16 0.279 25182 4.36
7.33 0.000 0.00 0.000 282.6 167.04 167.60 0.279 25098 4.35
7.42 0.000 0.00 0.000 282.6 166.49 167.04 0.279 25015 4.35
7.50 0.000 0.00 0.000 282.6 165.93 166.49 0.279 24931 4.34
7.58 0.000 0.00 0.000 282.6 165.37 165.93 0.278 24848 4.33
7.67 0.000 0.00 0.000 282.6 164.82 165.37 0.278 24764 4.33
7.75 0.000 0.00 0.000 282.6 164.26 164.82 0.278 24681 4.32
7.83 0.000 0.00 0.000 282.6 163.70 164.26 0.278 24597 4.32
7.92 0.000 0.00 0.000 282.6 163.15 163.70 0.278 24514 4.31
8.00 0.000 0.00 0.000 282.6 162.59 163.15 0.278 24430 4.31
8.08 0.000 0.00
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 6 hr - 2 yr Total Hydrograph in BMP-4 Max outflow: 0.369 cfs initial elev: 0.0 ft
Max elevation in pond: 5.184 ft (from bottom of gravel) Peak flow in: 8.24 cfs Vol-out: 6699 cu-ft Vol in: 43429 cu-ft
Pond Storm: 6 hr - 2 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.72 0.00 0.0 0.00 0.000 0 0.000
0.08 0.723 1.59 0.026 3.9 0.69 0.70 0.002 104 0.017
0.17 0.868 1.74 0.026 11.8 2.22 2.23 0.007 334 0.055
0.25 0.868 1.74 0.026 19.6 3.88 3.90 0.012 583 0.097
0.33 0.868 1.74 0.026 27.5 5.52 5.56 0.018 831 0.138
0.42 0.868 1.88 0.026 35.3 7.16 7.21 0.023 1077 0.179
0.50 1.012 2.02 0.026 43.2 8.93 8.99 0.029 1344 0.223
0.58 1.012 2.02 0.026 51.0 10.83 10.90 0.035 1630 0.270
0.67 1.012 2.02 0.026 58.9 12.72 12.81 0.041 1915 0.317
0.75 1.012 2.02 0.026 66.7 14.60 14.70 0.047 2197 0.364
0.83 1.012 2.02 0.026 74.6 16.47 16.58 0.053 2478 0.411
0.92 1.012 2.17 0.026 82.4 18.32 18.44 0.059 2758 0.457
1.00 1.157 2.31 0.026 90.3 20.31 20.44 0.065 3056 0.507
1.08 1.157 2.31 0.026 98.1 22.43 22.57 0.072 3375 0.559
1.17 1.157 2.31 0.026 106.0 24.53 24.69 0.079 3692 0.612
1.25 1.157 2.31 0.026 113.8 26.62 26.79 0.085 4006 0.664
1.33 1.157 2.31 0.026 121.7 28.70 28.89 0.092 4319 0.716
1.42 1.157 2.31 0.026 129.5 30.77 30.96 0.099 4630 0.767
1.50 1.157 2.31 0.026 137.4 32.82 33.03 0.105 4938 0.818
1.58 1.157 2.31 0.026 145.2 34.85 35.08 0.112 5245 0.869
1.67 1.157 2.31 0.026 153.1 36.88 37.12 0.118 5550 0.920
1.75 1.157 2.31 0.026 160.9 38.89 39.14 0.125 5853 0.970
1.83 1.157 2.31 0.026 168.8 40.89 41.15 0.130 6154 1.026
1.92 1.157 2.46 0.026 176.6 42.89 43.15 0.134 6453 1.093
2.00 1.302 2.46 0.026 184.5 45.02 45.29 0.138 6773 1.163
2.08 1.157 2.46 0.026 192.3 47.14 47.42 0.142 7092 1.234
2.17 1.302 2.60 0.026 200.2 49.25 49.54 0.146 7410 1.304
2.25 1.302 2.60 0.026 208.0 51.50 51.80 0.151 7748 1.379
2.33 1.302 2.60 0.026 215.9 53.74 54.05 0.155 8085 1.453
2.42 1.302 2.60 0.026 223.7 55.98 56.29 0.159 8420 1.527
2.50 1.302 2.60 0.026 231.6 58.20 58.53 0.164 8754 1.601
2.58 1.302 2.60 0.026 239.4 60.41 60.75 0.168 9087 1.675
2.67 1.302 2.75 0.026 247.2 62.62 62.97 0.172 9419 1.748
2.75 1.446 2.89 0.026 255.1 64.96 65.32 0.177 9771 1.826
2.83 1.446 2.89 0.026 262.9 67.44 67.80 0.181 10143 1.908
2.92 1.446 2.89 0.026 270.8 69.91 70.28 0.186 10514 1.990
3.00 1.446 2.89 0.026 278.6 72.37 72.75 0.190 10884 2.072
3.08 1.446 3.04 0.026 286.5 74.83 75.21 0.193 11253 2.153
3.17 1.591 3.18 0.026 294.3 77.42 77.81 0.196 11642 2.239
3.25 1.591 3.18 0.026 302.2 80.15 80.55 0.200 12052 2.330
3.33 1.591 3.33 0.026 310.0 82.87 83.28 0.204 12461 2.420
3.42 1.736 3.62 0.026 317.9 85.73 86.14 0.208 12890 2.515
3.50 1.880 3.90 0.026 325.7 88.87 89.29 0.212 13362 2.619
3.58 2.025 4.05 0.026 333.6 92.29 92.72 0.217 13875 2.733
3.67 2.025 4.19 0.026 341.4 95.84 96.28 0.222 14409 2.851
3.75 2.169 4.34 0.026 349.3 99.53 99.98 0.227 14963 2.973 Pond Storm: 6 hr - 2 yr (Cont) Routing of 6 hr - 2 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 2.169 4.48 0.000 353.2 103.38 103.84 0.232 15541 3.10
3.92 2.314 4.63 0.026 357.1 107.36 107.83 0.237 16140 3.23
4.00 2.314 4.77 0.026 365.0 111.45 111.94 0.243 16754 3.37
4.08 2.459 5.06 0.026 372.8 115.67 116.17 0.249 17388 3.51
4.17 2.603 5.35 0.026 380.7 120.17 120.68 0.255 18064 3.66
4.25 2.748 5.64 0.026 388.5 124.95 125.47 0.261 18782 3.82
4.33 2.893 5.93 0.026 396.4 130.01 130.54 0.267 19541 3.98
4.42 3.037 6.07 0.026 404.2 135.35 135.88 0.269 20342 4.05
4.50 3.037 6.22 0.026 412.1 140.83 141.37 0.271 21164 4.10
4.58 3.182 6.51 0.026 419.9 146.45 146.99 0.272 22008 4.16
4.67 3.326 6.80 0.026 427.8 152.35 152.90 0.274 22894 4.21
4.75 3.471 6.94 0.026 435.6 158.55 159.10 0.276 23824 4.27
4.83 3.471 7.09 0.026 443.5 164.88 165.44 0.278 24774 4.33
4.92 3.616 7.38 0.026 451.3 171.35 171.91 0.280 25745 4.40
5.00 3.760 8.24 0.026 459.2 178.11 178.68 0.282 26759 4.46
5.08 4.483 9.69 0.026 467.0 185.73 186.30 0.287 27903 4.53
5.17 5.207 10.85 0.026 474.9 194.76 195.37 0.301 29260 4.61
5.25 5.640 11.71 0.026 482.7 204.92 205.56 0.320 30786 4.71
5.33 6.074 12.87 0.026 490.6 215.92 216.58 0.333 32437 4.80
5.42 6.797 15.03 0.026 498.4 228.05 228.74 0.345 34259 4.92
5.50 8.237 10.99 0.026 506.3 242.32 243.03 0.357 36401 5.04
5.58 2.748 4.05 0.026 514.1 252.52 253.25 0.364 37933 5.13
5.67 1.302 2.17 0.026 522.0 255.78 256.52 0.367 38423 5.16
5.75 0.868 1.59 0.026 529.8 257.17 257.90 0.368 38630 5.17
5.83 0.723 1.16 0.026 537.7 257.97 258.70 0.368 38750 5.18
5.92 0.434 0.72 0.026 545.5 258.33 259.07 0.369 38805 5.18
6.00 0.289 0.29 0.026 553.4 258.27 259.01 0.369 38795 5.18
6.08 0.000 0.00 0.000 557.3 257.79 258.53 0.368 38724 5.18
6.17 0.000 0.00 0.000 557.3 257.06 257.79 0.368 38614 5.17
6.25 0.000 0.00 0.000 557.3 256.33 257.06 0.367 38504 5.17
6.33 0.000 0.00 0.000 557.3 255.59 256.33 0.367 38394 5.16
6.42 0.000 0.00 0.000 557.3 254.86 255.59 0.366 38284 5.15
6.50 0.000 0.00 0.000 557.3 254.13 254.86 0.366 38174 5.15
6.58 0.000 0.00 0.000 557.3 253.40 254.13 0.365 38065 5.14
6.67 0.000 0.00 0.000 557.3 252.67 253.40 0.364 37955 5.13
6.75 0.000 0.00 0.000 557.3 251.94 252.67 0.364 37846 5.13
6.83 0.000 0.00 0.000 557.3 251.22 251.94 0.363 37737 5.12
6.92 0.000 0.00 0.000 557.3 250.49 251.22 0.363 37628 5.11
7.00 0.000 0.00 0.000 557.3 249.76 250.49 0.362 37519 5.10
7.08 0.000 0.00 0.000 557.3 249.04 249.76 0.362 37410 5.10
7.17 0.000 0.00 0.000 557.3 248.32 249.04 0.361 37302 5.09
7.25 0.000 0.00 0.000 557.3 247.60 248.32 0.361 37194 5.08
7.33 0.000 0.00 0.000 557.3 246.88 247.60 0.360 37086 5.08
7.42 0.000 0.00 0.000 557.3 246.16 246.88 0.360 36978 5.07
7.50 0.000 0.00 0.000 557.3 245.44 246.16 0.359 36870 5.07
7.58 0.000 0.00 0.000 557.3 244.72 245.44 0.358 36762 5.06
7.67 0.000 0.00 0.000 557.3 244.01 244.72 0.358 36655 5.05
7.75 0.000 0.00 0.000 557.3 243.29 244.01 0.357 36548 5.05
7.83 0.000 0.00 0.000 557.3 242.58 243.29 0.357 36440 5.04
7.92 0.000 0.00 0.000 557.3 241.87 242.58 0.356 36333 5.04
8.00 0.000 0.00 0.000 557.3 241.16 241.87 0.356 36227 5.03
8.08 0.000 0.00 0.000 557.3
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 24 hr - 2 yr Total Hydrograph in BMP-4 Max outflow: 0.419 cfs initial elev: 0.0 ft
Max elevation in pond: 5.889 ft (from bottom of gravel) Peak flow in: 2.86 cfs Vol-out: 23083 cu-ft Vol in: 75619 cu-ft
Pond Storm: 24 hr - 2 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.17 0.00 0.0 0.00 0.000 0 0.00
0.25 0.168 0.42 0.023 10.4 0.14 0.14 0.001 65 0.01
0.50 0.252 0.50 0.102 66.9 0.43 0.44 0.004 195 0.03
0.75 0.252 0.59 0.060 140.2 0.76 0.77 0.007 343 0.06
1.00 0.336 0.59 0.054 191.8 1.21 1.23 0.012 548 0.09
1.25 0.252 0.50 0.060 243.2 1.65 1.68 0.016 748 0.12
1.50 0.252 0.50 0.063 298.2 1.99 2.03 0.019 904 0.15
1.75 0.252 0.59 0.062 354.2 2.33 2.37 0.023 1056 0.18
2.00 0.336 0.67 0.061 409.6 2.74 2.79 0.027 1244 0.21
2.25 0.336 0.67 0.062 465.1 3.22 3.29 0.031 1465 0.24
2.50 0.336 0.76 0.063 521.5 3.70 3.77 0.036 1680 0.28
2.75 0.420 0.84 0.064 579.0 4.24 4.33 0.041 1929 0.32
3.00 0.420 0.84 0.066 637.6 4.86 4.95 0.047 2208 0.37
3.25 0.420 0.84 0.067 697.5 5.46 5.57 0.053 2482 0.41
3.50 0.420 0.84 0.069 758.8 6.05 6.17 0.059 2748 0.46
3.75 0.420 0.92 0.069 820.9 6.62 6.75 0.064 3009 0.50
4.00 0.504 1.01 0.070 883.7 7.27 7.41 0.070 3302 0.55
4.25 0.504 1.09 0.071 947.1 7.98 8.13 0.077 3625 0.60
4.50 0.588 1.18 0.072 1011.5 8.76 8.93 0.085 3980 0.66
4.75 0.588 1.26 0.073 1077.0 9.60 9.79 0.093 4363 0.72
5.00 0.672 1.18 0.075 1143.8 10.51 10.72 0.102 4776 0.79
5.25 0.504 1.09 0.077 1212.0 11.32 11.54 0.110 5142 0.85
5.50 0.588 1.26 0.077 1281.3 12.02 12.26 0.116 5462 0.91
5.75 0.672 1.34 0.078 1351.1 12.88 13.13 0.125 5851 0.97
6.00 0.672 1.43 0.079 1421.4 13.80 14.07 0.132 6270 1.05
6.25 0.756 1.51 0.080 1492.8 14.80 15.07 0.137 6721 1.15
6.50 0.756 1.60 0.083 1566.2 15.86 16.15 0.144 7201 1.26
6.75 0.840 1.68 0.085 1641.7 16.99 17.29 0.150 7712 1.37
7.00 0.840 1.68 0.088 1719.4 18.18 18.50 0.157 8252 1.49
7.25 0.840 1.76 0.090 1799.3 19.36 19.68 0.164 8784 1.61
7.50 0.924 1.93 0.092 1881.3 20.60 20.94 0.171 9345 1.73
7.75 1.008 2.10 0.094 1965.1 21.98 22.34 0.179 9974 1.87
8.00 1.092 2.35 0.097 2051.0 23.52 23.89 0.188 10668 2.02
8.25 1.260 2.52 0.099 2139.1 25.29 25.68 0.195 11466 2.20
8.50 1.260 2.60 0.103 2230.0 27.20 27.60 0.203 12331 2.39
8.75 1.344 2.77 0.106 2323.8 29.17 29.60 0.211 13223 2.59
9.00 1.428 3.02 0.109 2420.5 31.29 31.73 0.219 14180 2.80
9.25 1.596 3.28 0.112 2520.2 33.64 34.10 0.229 15240 3.03
9.50 1.680 3.44 0.116 2623.0 36.21 36.69 0.240 16401 3.29
9.75 1.764 3.61 0.120 2729.3 38.91 39.42 0.251 17624 3.56
10.00 1.848 3.11 0.124 2839.0 41.76 42.28 0.262 18910 3.85
10.25 1.260 2.52 0.128 2952.2 44.08 44.62 0.268 19957 4.02
10.50 1.260 2.94 0.128 3067.3 45.81 46.35 0.270 20734 4.07
10.75 1.680 3.36 0.126 3181.6 47.95 48.49 0.272 21700 4.14
11.00 1.680 3.28 0.124 3293.7 50.51 51.06 0.274 22854 4.21
11.25 1.596 3.19 0.122 3404.1 52.99 53.54 0.277 23971 4.28 Pond Storm: 24 hr - 2 yr (Cont) Routing of 24 hr - 2 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
11.50 1.596 3.02 0.120 3513.0 55.38 55.94 0.279 25048 4.35
11.75 1.428 2.94 0.119 3620.5 57.61 58.17 0.281 26050 4.42
12.00 1.512 3.61 0.117 3726.7 59.75 60.31 0.283 27014 4.47
12.25 2.101 4.29 0.116 3831.6 62.55 63.13 0.290 28276 4.55
12.50 2.185 4.54 0.115 3935.4 65.98 66.60 0.310 29831 4.65
12.75 2.353 4.79 0.114 4038.5 69.64 70.29 0.326 31484 4.75
13.00 2.437 5.29 0.114 4141.2 73.52 74.20 0.338 33237 4.85
13.25 2.857 5.71 0.114 4243.5 77.89 78.59 0.350 35207 4.97
13.50 2.857 4.79 0.114 4345.7 82.65 83.37 0.361 37356 5.09
13.75 1.932 3.86 0.114 4448.0 86.47 87.21 0.370 39080 5.20
14.00 1.932 4.20 0.113 4550.1 89.36 90.11 0.376 40381 5.27
14.25 2.269 4.45 0.113 4651.8 92.57 93.34 0.382 41829 5.35
14.50 2.185 4.37 0.112 4752.8 96.02 96.80 0.389 43385 5.44
14.75 2.185 4.29 0.112 4853.3 99.38 100.17 0.395 44898 5.52
15.00 2.101 4.12 0.111 4953.5 102.64 103.44 0.401 46368 5.61
15.25 2.016 3.95 0.110 5053.2 105.72 106.53 0.406 47758 5.69
15.50 1.932 3.53 0.110 5152.4 108.63 109.45 0.410 49069 5.75
15.75 1.596 3.19 0.109 5251.1 111.11 111.94 0.414 50187 5.81
16.00 1.596 1.93 0.109 5349.1 113.25 114.09 0.418 51151 5.87
16.25 0.336 0.67 0.108 5446.5 114.13 114.97 0.419 51546 5.89
16.50 0.336 0.59 0.107 5543.0 113.75 114.59 0.419 51376 5.88
16.75 0.252 0.50 0.105 5638.2 113.29 114.13 0.418 51169 5.87
17.00 0.252 0.67 0.103 5732.0 112.75 113.59 0.417 50926 5.85
17.25 0.420 0.84 0.102 5824.4 112.39 113.22 0.416 50761 5.84
17.50 0.420 0.84 0.101 5915.6 112.19 113.02 0.416 50673 5.84
17.75 0.420 0.76 0.099 6005.5 112.00 112.83 0.416 50587 5.83
18.00 0.336 0.67 0.098 6094.4 111.73 112.56 0.415 50464 5.83
18.25 0.336 0.67 0.097 6182.1 111.38 112.20 0.415 50306 5.82
18.50 0.336 0.59 0.096 6268.9 111.03 111.85 0.414 50148 5.81
18.75 0.252 0.42 0.095 6354.6 110.60 111.42 0.414 49955 5.80
19.00 0.168 0.42 0.094 6439.3 110.00 110.83 0.413 49687 5.79
19.25 0.252 0.59 0.093 6523.0 109.41 110.24 0.412 49421 5.77
19.50 0.336 0.59 0.091 6605.8 109.00 109.82 0.411 49233 5.76
19.75 0.252 0.42 0.090 6687.7 108.58 109.40 0.410 49046 5.75
20.00 0.168 0.42 0.090 6768.7 108.00 108.82 0.409 48785 5.74
20.25 0.252 0.50 0.089 6848.9 107.43 108.24 0.409 48526 5.73
20.50 0.252 0.50 0.088 6928.2 106.94 107.75 0.408 48306 5.71
20.75 0.252 0.42 0.087 7006.7 106.46 107.27 0.407 48088 5.70
21.00 0.168 0.42 0.086 7084.4 105.89 106.70 0.406 47833 5.69
21.25 0.252 0.42 0.085 7161.4 105.33 106.14 0.405 47581 5.68
21.50 0.168 0.42 0.084 7237.7 104.77 105.58 0.404 47329 5.66
21.75 0.252 0.42 0.084 7313.2 104.22 105.02 0.403 47079 5.65
22.00 0.168 0.42 0.083 7388.1 103.67 104.47 0.402 46831 5.63
22.25 0.252 0.42 0.082 7462.2 103.12 103.92 0.401 46584 5.62
22.50 0.168 0.34 0.081 7535.6 102.58 103.38 0.400 46339 5.60
22.75 0.168 0.34 0.081 7608.5 101.95 102.75 0.399 46058 5.59
23.00 0.168 0.34 0.080 7680.6 101.33 102.13 0.398 45778 5.57
23.25 0.168 0.34 0.079 7752.1 100.71 101.51 0.397 45500 5.56
23.50 0.168 0.34 0.078 7823.1 100.10 100.89 0.396 45223 5.54
23.75 0.168 0.34 0.078 7893.4 99.49 100.28 0.395 44948 5.53
24.00 0.168 0.17 0.077 7963.2 98.88 99.67 0.394 44674 5.51
24.25 0.000 0.00 0.077 8032.3 98.90 98.90
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 1 hr - 5 yr Total Hydrograph in BMP-4 Max outflow: 0.000 cfs initial elev: 0.00 ft
Max elevation in pond: 0.000 ft (from bottom of gravel) Peak flow in: 14.73 cfs Vol-out: 0 cu-ft Vol in: 25470 cu-ft
Pond Storm: 1 hr - 5 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 3.72 0.00 0.0 0.00 0.000 0 0.00
0.20 3.723 8.12 3.723 1340.2 0.00 0.00 0.000 0 0.00
0.40 4.401 10.10 4.401 4264.7 0.00 0.00 0.000 0 0.00
0.60 5.703 20.43 5.703 7902.3 0.00 0.00 0.000 0 0.00
0.80 14.730 21.55 14.730 15258.3 0.00 0.00 0.000 0 0.00
1.00 6.818 6.82 6.818 23015.7 0.00 0.00 0.000 0 0.00
1.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
1.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
1.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
1.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
2.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
2.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
2.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
2.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
2.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
3.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
3.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
3.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
3.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
3.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
4.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
4.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
4.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
4.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
4.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
5.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
5.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
5.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
5.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
5.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
6.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
6.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
6.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
6.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
6.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
7.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
7.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
7.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
7.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
7.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
8.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
8.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
8.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
8.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
8.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
9.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
Pond Storm: 1 hr - 5 yr (Cont) Routing of 1 hr - 5 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
9.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
9.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
9.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
9.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
10.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
10.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
10.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
10.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
10.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
11.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
11.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
11.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
11.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
11.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
12.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
12.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
12.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
12.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
12.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
13.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
13.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
13.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
13.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
13.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
14.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
14.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
14.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
14.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
14.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
15.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
15.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
15.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
15.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
15.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
16.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
16.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
16.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
16.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
16.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
17.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
17.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
17.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
17.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
17.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
18.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
18.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
18.40 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
18.60 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
18.80 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
19.00 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
19.20 0.000 0.00 0.000 25470.2 0.00 0.00 0.000 0 0.00
19.40 0.000 0.00
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 3 hr - 5 yr Total Hydrograph in BMP-4 Max outflow: 0.369 cfs initial elev: 0.0 ft
Max elevation in pond: 5.191 ft (from bottom of gravel) Peak flow in: 11.96 cfs Vol-out: 8492 cu-ft Vol in: 41419 cu-ft
Pond Storm: 3 hr - 5 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 1.77 0.00 0.0 0.00 0.000 0 0.00
0.08 1.771 3.54 0.026 3.9 1.73 1.74 0.006 261 0.04
0.17 1.771 3.27 0.026 11.8 5.19 5.22 0.017 781 0.13
0.25 1.498 3.54 0.026 19.6 8.35 8.41 0.027 1257 0.21
0.33 2.043 4.09 0.026 27.5 11.77 11.84 0.038 1771 0.29
0.42 2.043 4.50 0.026 35.3 15.70 15.80 0.050 2363 0.39
0.50 2.452 4.50 0.026 43.2 20.02 20.14 0.064 3012 0.50
0.58 2.043 4.50 0.026 51.0 24.30 24.46 0.078 3657 0.61
0.67 2.452 4.90 0.026 58.9 28.56 28.75 0.092 4298 0.71
0.75 2.452 4.50 0.026 66.7 33.20 33.41 0.107 4996 0.83
0.83 2.043 4.22 0.026 74.6 37.40 37.64 0.120 5629 0.93
0.92 2.180 4.63 0.026 82.4 41.31 41.57 0.131 6217 1.04
1.00 2.452 5.45 0.026 90.3 45.61 45.89 0.139 6863 1.18
1.08 2.997 5.99 0.026 98.1 50.71 51.01 0.149 7629 1.35
1.17 2.997 5.99 0.026 106.0 56.33 56.65 0.160 8474 1.54
1.25 2.997 5.72 0.026 113.8 61.93 62.27 0.171 9316 1.73
1.33 2.724 6.27 0.026 121.7 67.24 67.60 0.181 10113 1.90
1.42 3.542 7.22 0.026 129.5 73.07 73.45 0.191 10990 2.10
1.50 3.678 6.95 0.026 137.4 79.84 80.24 0.200 12006 2.32
1.58 3.269 6.95 0.026 145.2 86.32 86.74 0.209 12979 2.53
1.67 3.678 8.17 0.026 153.1 92.78 93.21 0.217 13950 2.75
1.75 4.495 8.72 0.026 160.9 100.45 100.90 0.228 15101 3.00
1.83 4.223 8.17 0.026 168.8 108.63 109.11 0.239 16331 3.28
1.92 3.950 8.04 0.026 176.6 116.26 116.75 0.249 17476 3.53
2.00 4.087 8.31 0.026 184.5 123.72 124.24 0.259 18597 3.78
2.08 4.223 9.94 0.026 192.3 131.44 131.98 0.267 19757 4.01
2.17 5.721 12.53 0.026 200.2 140.80 141.34 0.271 21160 4.10
2.25 6.811 11.58 0.026 208.0 152.73 153.28 0.274 22950 4.22
2.33 4.768 14.42 0.026 215.9 163.70 164.25 0.278 24596 4.32
2.42 9.650 20.13 0.026 223.7 177.50 178.06 0.282 26667 4.45
2.50 10.477 22.44 0.026 231.6 196.96 197.57 0.306 29590 4.63
2.58 11.965 20.13 0.026 239.4 218.68 219.35 0.336 32852 4.83
2.67 8.162 10.89 0.026 247.2 238.05 238.75 0.353 35760 5.00
2.75 2.724 5.18 0.026 255.1 248.16 248.88 0.361 37278 5.09
2.83 2.452 4.90 0.026 262.9 252.55 253.28 0.364 37938 5.13
2.92 2.452 3.27 0.026 270.8 256.67 257.41 0.367 38556 5.17
3.00 0.817 0.82 0.026 278.6 259.15 259.89 0.369 38928 5.19
3.08 0.000 0.00 0.000 282.6 259.20 259.94 0.369 38936 5.19
3.17 0.000 0.00 0.000 282.6 258.47 259.20 0.369 38825 5.18
3.25 0.000 0.00 0.000 282.6 257.73 258.47 0.368 38715 5.18
3.33 0.000 0.00 0.000 282.6 256.99 257.73 0.368 38604 5.17
3.42 0.000 0.00 0.000 282.6 256.26 256.99 0.367 38494 5.17
3.50 0.000 0.00 0.000 282.6 255.53 256.26 0.367 38384 5.16
3.58 0.000 0.00 0.000 282.6 254.79 255.53 0.366 38274 5.15
3.67 0.000 0.00 0.000 282.6 254.06 254.79 0.365 38164 5.15
3.75 0.000 0.00 0.000 282.6 253.33 254.06 0.365 38055 5.14 Pond Storm: 3 hr - 5 yr (Cont) Routing of 3 hr - 5 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.000 282.6 252.61 253.33 0.364 37945 5.13
3.92 0.000 0.00 0.000 282.6 251.88 252.61 0.364 37836 5.12
4.00 0.000 0.00 0.000 282.6 251.15 251.88 0.363 37727 5.12
4.08 0.000 0.00 0.000 282.6 250.43 251.15 0.363 37618 5.11
4.17 0.000 0.00 0.000 282.6 249.70 250.43 0.362 37509 5.10
4.25 0.000 0.00 0.000 282.6 248.98 249.70 0.362 37401 5.10
4.33 0.000 0.00 0.000 282.6 248.25 248.98 0.361 37292 5.09
4.42 0.000 0.00 0.000 282.6 247.53 248.25 0.361 37184 5.08
4.50 0.000 0.00 0.000 282.6 246.81 247.53 0.360 37076 5.08
4.58 0.000 0.00 0.000 282.6 246.09 246.81 0.360 36968 5.07
4.67 0.000 0.00 0.000 282.6 245.38 246.09 0.359 36860 5.07
4.75 0.000 0.00 0.000 282.6 244.66 245.38 0.358 36753 5.06
4.83 0.000 0.00 0.000 282.6 243.94 244.66 0.358 36645 5.05
4.92 0.000 0.00 0.000 282.6 243.23 243.94 0.357 36538 5.05
5.00 0.000 0.00 0.000 282.6 242.52 243.23 0.357 36431 5.04
5.08 0.000 0.00 0.000 282.6 241.80 242.52 0.356 36324 5.04
5.17 0.000 0.00 0.000 282.6 241.09 241.80 0.356 36217 5.03
5.25 0.000 0.00 0.000 282.6 240.38 241.09 0.355 36111 5.02
5.33 0.000 0.00 0.000 282.6 239.67 240.38 0.354 36004 5.02
5.42 0.000 0.00 0.000 282.6 238.97 239.67 0.354 35898 5.01
5.50 0.000 0.00 0.000 282.6 238.26 238.97 0.353 35792 5.01
5.58 0.000 0.00 0.000 282.6 237.55 238.26 0.353 35686 5.00
5.67 0.000 0.00 0.000 282.6 236.85 237.55 0.352 35580 4.99
5.75 0.000 0.00 0.000 282.6 236.15 236.85 0.352 35475 4.99
5.83 0.000 0.00 0.000 282.6 235.44 236.15 0.351 35369 4.98
5.92 0.000 0.00 0.000 282.6 234.74 235.44 0.350 35264 4.98
6.00 0.000 0.00 0.000 282.6 234.04 234.74 0.350 35159 4.97
6.08 0.000 0.00 0.000 282.6 233.35 234.04 0.349 35054 4.96
6.17 0.000 0.00 0.000 282.6 232.65 233.35 0.349 34950 4.96
6.25 0.000 0.00 0.000 282.6 231.95 232.65 0.348 34845 4.95
6.33 0.000 0.00 0.000 282.6 231.26 231.95 0.347 34741 4.95
6.42 0.000 0.00 0.000 282.6 230.57 231.26 0.347 34637 4.94
6.50 0.000 0.00 0.000 282.6 229.87 230.57 0.346 34533 4.93
6.58 0.000 0.00 0.000 282.6 229.18 229.87 0.346 34429 4.93
6.67 0.000 0.00 0.000 282.6 228.49 229.18 0.345 34326 4.92
6.75 0.000 0.00 0.000 282.6 227.80 228.49 0.344 34222 4.92
6.83 0.000 0.00 0.000 282.6 227.12 227.80 0.344 34119 4.91
6.92 0.000 0.00 0.000 282.6 226.43 227.12 0.343 34016 4.90
7.00 0.000 0.00 0.000 282.6 225.74 226.43 0.342 33913 4.90
7.08 0.000 0.00 0.000 282.6 225.06 225.74 0.342 33810 4.89
7.17 0.000 0.00 0.000 282.6 224.38 225.06 0.341 33708 4.88
7.25 0.000 0.00 0.000 282.6 223.70 224.38 0.340 33606 4.88
7.33 0.000 0.00 0.000 282.6 223.02 223.70 0.340 33504 4.87
7.42 0.000 0.00 0.000 282.6 222.34 223.02 0.339 33402 4.86
7.50 0.000 0.00 0.000 282.6 221.66 222.34 0.339 33300 4.86
7.58 0.000 0.00 0.000 282.6 220.99 221.66 0.338 33199 4.85
7.67 0.000 0.00 0.000 282.6 220.31 220.99 0.337 33097 4.84
7.75 0.000 0.00 0.000 282.6 219.64 220.31 0.337 32996 4.84
7.83 0.000 0.00 0.000 282.6 218.97 219.64 0.336 32895 4.83
7.92 0.000 0.00 0.000 282.6 218.30 218.97 0.335 32795 4.82
8.00 0.000 0.00 0.000 282.6 217.63 218.30 0.335 32694 4.82
8.08 0.000 0.00
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 6 hr - 5 yr Total Hydrograph in BMP-4 Max outflow: 0.000 cfs initial elev: 0.0 ft
Max elevation in pond: 0.000 ft (from bottom of gravel) Peak flow in: 11.05 cfs Vol-out: 0 cu-ft Vol in: 56080 cu-ft
Pond Storm: 6 hr - 5 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.93 0.00 0.0 0.00 0.000 0 0.000
0.08 0.930 2.05 0.930 139.5 0.00 0.00 0.000 0 0.000
0.17 1.116 2.23 1.12 446.3 0.00 0.00 0.000 0 0.000
0.25 1.116 2.23 1.116 781.0 0.00 0.00 0.000 0 0.000
0.33 1.116 2.23 1.12 1115.7 0.00 0.00 0.000 0 0.000
0.42 1.116 2.42 1.116 1450.4 0.00 0.00 0.000 0 0.000
0.50 1.302 2.60 1.30 1813.0 0.00 0.00 0.000 0 0.000
0.58 1.302 2.60 1.302 2203.5 0.00 0.00 0.000 0 0.000
0.67 1.302 2.60 1.30 2594.0 0.00 0.00 0.000 0 0.000
0.75 1.302 2.60 1.302 2984.5 0.00 0.00 0.000 0 0.000
0.83 1.302 2.60 1.30 3374.9 0.00 0.00 0.000 0 0.000
0.92 1.302 2.79 1.302 3765.4 0.00 0.00 0.000 0 0.000
1.00 1.488 2.98 1.49 4183.8 0.00 0.00 0.000 0 0.000
1.08 1.488 2.98 1.488 4630.1 0.00 0.00 0.000 0 0.000
1.17 1.488 2.98 1.49 5076.4 0.00 0.00 0.000 0 0.000
1.25 1.488 2.98 1.488 5522.6 0.00 0.00 0.000 0 0.000
1.33 1.488 2.98 1.49 5968.9 0.00 0.00 0.000 0 0.000
1.42 1.488 2.98 1.488 6415.2 0.00 0.00 0.000 0 0.000
1.50 1.488 2.98 1.49 6861.5 0.00 0.00 0.000 0 0.000
1.58 1.488 2.98 1.488 7307.7 0.00 0.00 0.000 0 0.000
1.67 1.488 2.98 1.49 7754.0 0.00 0.00 0.000 0 0.000
1.75 1.488 2.98 1.488 8200.3 0.00 0.00 0.000 0 0.000
1.83 1.488 2.98 1.49 8646.6 0.00 0.00 0.000 0 0.000
1.92 1.488 3.16 1.488 9092.8 0.00 0.00 0.000 0 0.000
2.00 1.674 3.16 1.67 9567.0 0.00 0.00 0.000 0 0.000
2.08 1.488 3.16 1.488 10041.2 0.00 0.00 0.000 0 0.000
2.17 1.674 3.35 1.67 10515.3 0.00 0.00 0.000 0 0.000
2.25 1.674 3.35 1.674 11017.4 0.00 0.00 0.000 0 0.000
2.33 1.674 3.35 1.67 11519.4 0.00 0.00 0.000 0 0.000
2.42 1.674 3.35 1.674 12021.5 0.00 0.00 0.000 0 0.000
2.50 1.674 3.35 1.67 12523.6 0.00 0.00 0.000 0 0.000
2.58 1.674 3.35 1.674 13025.6 0.00 0.00 0.000 0 0.000
2.67 1.674 3.53 1.67 13527.7 0.00 0.00 0.000 0 0.000
2.75 1.859 3.72 1.859 14057.6 0.00 0.00 0.000 0 0.000
2.83 1.859 3.72 1.86 14615.5 0.00 0.00 0.000 0 0.000
2.92 1.859 3.72 1.859 15173.3 0.00 0.00 0.000 0 0.000
3.00 1.859 3.72 1.86 15731.2 0.00 0.00 0.000 0 0.000
3.08 1.859 3.90 1.859 16289.0 0.00 0.00 0.000 0 0.000
3.17 2.045 4.09 2.05 16874.7 0.00 0.00 0.000 0 0.000
3.25 2.045 4.09 2.045 17488.4 0.00 0.00 0.000 0 0.000
3.33 2.045 4.28 2.05 18102.0 0.00 0.00 0.000 0 0.000
3.42 2.231 4.65 2.231 18743.5 0.00 0.00 0.000 0 0.000
3.50 2.417 5.02 2.42 19440.8 0.00 0.00 0.000 0 0.000
3.58 2.603 5.21 2.603 20193.9 0.00 0.00 0.000 0 0.000
3.67 2.603 5.39 2.60 20974.9 0.00 0.00 0.000 0 0.000
3.75 2.789 5.58 2.789 21783.7 0.00 0.00 0.000 0 0.000
Pond Storm: 6 hr - 5 yr (Cont) Routing of 6 hr - 5 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 2.789 5.76 2.789 22620.5 0.00 0.00 0.000 0 0.00
3.92 2.975 5.95 2.975 23485.2 0.00 0.00 0.000 0 0.00
4.00 2.975 6.14 2.975 24377.7 0.00 0.00 0.000 0 0.00
4.08 3.161 6.51 3.161 25298.2 0.00 0.00 0.000 0 0.00
4.17 3.347 6.88 3.347 26274.4 0.00 0.00 0.000 0 0.00
4.25 3.533 7.25 3.533 27306.4 0.00 0.00 0.000 0 0.00
4.33 3.719 7.62 3.719 28394.2 0.00 0.00 0.000 0 0.00
4.42 3.905 7.81 3.905 29537.8 0.00 0.00 0.000 0 0.00
4.50 3.905 8.00 3.905 30709.2 0.00 0.00 0.000 0 0.00
4.58 4.091 8.37 4.091 31908.6 0.00 0.00 0.000 0 0.00
4.67 4.277 8.74 4.277 33163.7 0.00 0.00 0.000 0 0.00
4.75 4.463 8.93 4.463 34474.7 0.00 0.00 0.000 0 0.00
4.83 4.463 9.11 4.463 35813.5 0.00 0.00 0.000 0 0.00
4.92 4.649 9.48 4.649 37180.2 0.00 0.00 0.000 0 0.00
5.00 4.835 10.60 4.835 38602.7 0.00 0.00 0.000 0 0.00
5.08 5.764 12.46 5.764 40192.5 0.00 0.00 0.000 0 0.00
5.17 6.694 13.95 6.694 42061.3 0.00 0.00 0.000 0 0.00
5.25 7.252 15.14 7.252 44153.2 0.00 0.00 0.000 0 0.00
5.33 7.886 16.90 7.886 46423.9 0.00 0.00 0.000 0 0.00
5.42 9.015 20.06 9.015 48959.0 0.00 0.00 0.000 0 0.00
5.50 11.046 14.58 11.046 51968.1 0.00 0.00 0.000 0 0.00
5.58 3.533 5.21 3.533 54154.9 0.00 0.00 0.000 0 0.00
5.67 1.674 2.79 1.674 54935.9 0.00 0.00 0.000 0 0.00
5.75 1.116 2.05 1.116 55354.2 0.00 0.00 0.000 0 0.00
5.83 0.930 1.49 0.930 55661.1 0.00 0.00 0.000 0 0.00
5.92 0.558 0.93 0.558 55884.2 0.00 0.00 0.000 0 0.00
6.00 0.372 0.37 0.372 56023.7 0.00 0.00 0.000 0 0.00
6.08 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.17 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.25 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.33 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.42 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.50 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.58 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.67 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.75 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.83 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
6.92 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.00 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.08 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.17 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.25 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.33 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.42 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.50 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.58 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.67 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.75 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.83 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
7.92 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
8.00 0.000 0.00 0.000 56079.4 0.00 0.00 0.000 0 0.00
8.08 0.000 0.00 0.000 56079.4
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 24 hr - 5 yr Total Hydrograph in BMP-4 Max outflow: 0.474 cfs initial elev: 0.0 ft
Max elevation in pond: 6.839 ft (from bottom of gravel) Peak flow in: 3.75 cfs Vol-out: 26827 cu-ft Vol in: 99172 cu-ft
Pond Storm: 24 hr - 5 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.22 0.00 0.0 0.00 0.000 0 0.00
0.25 0.220 0.55 0.023 10.4 0.19 0.20 0.002 88 0.01
0.50 0.331 0.66 0.131 79.8 0.58 0.59 0.006 263 0.04
0.75 0.331 0.77 0.065 168.2 1.02 1.04 0.010 465 0.08
1.00 0.441 0.77 0.059 223.9 1.64 1.67 0.016 745 0.12
1.25 0.331 0.66 0.066 279.8 2.24 2.29 0.022 1019 0.17
1.50 0.331 0.66 0.070 340.8 2.72 2.77 0.026 1234 0.20
1.75 0.331 0.77 0.069 403.4 3.18 3.24 0.031 1443 0.24
2.00 0.441 0.88 0.069 465.7 3.74 3.81 0.036 1698 0.28
2.25 0.441 0.88 0.070 528.1 4.39 4.48 0.043 1997 0.33
2.50 0.441 0.99 0.072 591.7 5.04 5.14 0.049 2289 0.38
2.75 0.551 1.10 0.073 656.5 5.77 5.89 0.056 2623 0.43
3.00 0.551 1.10 0.074 722.6 6.60 6.73 0.064 2999 0.50
3.25 0.551 1.10 0.076 790.4 7.41 7.55 0.072 3366 0.56
3.50 0.551 1.10 0.078 859.6 8.20 8.36 0.079 3725 0.62
3.75 0.551 1.21 0.079 929.9 8.97 9.14 0.087 4075 0.68
4.00 0.661 1.32 0.079 1000.9 9.83 10.02 0.095 4468 0.74
4.25 0.661 1.43 0.080 1072.6 10.79 11.00 0.105 4901 0.81
4.50 0.771 1.54 0.082 1145.4 11.83 12.06 0.115 5374 0.89
4.75 0.771 1.65 0.083 1219.6 12.96 13.21 0.126 5886 0.98
5.00 0.882 1.54 0.085 1295.2 14.17 14.44 0.134 6438 1.09
5.25 0.661 1.43 0.088 1373.0 15.26 15.54 0.140 6931 1.20
5.50 0.771 1.65 0.090 1453.4 16.22 16.52 0.146 7367 1.29
5.75 0.882 1.76 0.092 1535.4 17.39 17.69 0.152 7894 1.41
6.00 0.882 1.87 0.094 1619.1 18.65 18.97 0.160 8463 1.54
6.25 0.992 1.98 0.096 1704.8 19.99 20.33 0.168 9073 1.67
6.50 0.992 2.09 0.099 1792.7 21.43 21.78 0.176 9723 1.82
6.75 1.102 2.20 0.101 1882.7 22.96 23.32 0.185 10413 1.97
7.00 1.102 2.20 0.104 1975.0 24.57 24.95 0.192 11143 2.13
7.25 1.102 2.31 0.106 2069.6 26.17 26.56 0.198 11864 2.29
7.50 1.212 2.53 0.108 2166.2 27.86 28.27 0.205 12627 2.46
7.75 1.322 2.75 0.111 2264.9 29.74 30.17 0.213 13481 2.65
8.00 1.432 3.09 0.113 2365.7 31.83 32.28 0.222 14424 2.85
8.25 1.653 3.31 0.116 2469.0 34.22 34.69 0.231 15505 3.09
8.50 1.653 3.42 0.120 2575.2 36.81 37.29 0.242 16674 3.35
8.75 1.763 3.64 0.124 2684.7 39.48 39.98 0.253 17878 3.62
9.00 1.873 3.97 0.127 2797.5 42.33 42.86 0.264 19169 3.90
9.25 2.094 4.30 0.131 2913.6 45.51 46.04 0.269 20599 4.06
9.50 2.204 4.52 0.131 3031.3 49.00 49.54 0.273 22171 4.17
9.75 2.314 4.74 0.129 3148.3 52.70 53.25 0.276 23840 4.27
10.00 2.424 4.08 0.128 3264.1 56.62 57.18 0.280 25606 4.39
10.25 1.653 3.31 0.127 3378.7 59.88 60.44 0.283 27072 4.48
10.50 1.653 3.86 0.125 3492.3 62.35 62.93 0.290 28189 4.54
10.75 2.204 4.41 0.124 3604.3 65.35 65.96 0.305 29544 4.63
11.00 2.204 4.30 0.122 3715.0 68.86 69.51 0.323 31134 4.73
11.25 2.094 4.19 0.121 3824.6 72.25 72.92 0.334 32663 4.82 Pond Storm: 24 hr - 5 yr (Cont) Routing of 24 hr - 5 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
11.50 2.094 3.97 0.120 3933.4 75.51 76.20 0.344 34133 4.91
11.75 1.873 3.86 0.119 4041.3 78.53 79.23 0.352 35497 4.99
12.00 1.983 4.74 0.118 4148.4 81.43 82.15 0.359 36806 5.06
12.25 2.755 5.62 0.117 4254.4 85.20 85.94 0.367 38506 5.17
12.50 2.865 5.95 0.117 4359.8 89.83 90.59 0.377 40594 5.28
12.75 3.085 6.28 0.117 4464.9 94.78 95.55 0.386 42824 5.41
13.00 3.196 6.94 0.117 4569.9 100.03 100.82 0.396 45193 5.54
13.25 3.746 7.49 0.117 4675.0 105.93 106.74 0.406 47851 5.69
13.50 3.746 6.28 0.117 4780.2 112.36 113.19 0.416 50747 5.84
13.75 2.534 5.07 0.117 4885.7 117.55 118.40 0.424 53090 5.97
14.00 2.534 5.51 0.117 4991.5 121.53 122.39 0.430 54881 6.06
14.25 2.975 5.84 0.117 5096.9 125.93 126.80 0.436 56865 6.17
14.50 2.865 5.73 0.117 5202.0 130.65 131.54 0.443 58992 6.28
14.75 2.865 5.62 0.116 5306.8 135.25 136.15 0.449 61064 6.38
15.00 2.755 5.40 0.116 5411.3 139.73 140.64 0.455 63082 6.49
15.25 2.645 5.18 0.116 5515.5 143.97 144.89 0.460 64996 6.58
15.50 2.534 4.63 0.115 5619.4 147.99 148.92 0.465 66806 6.67
15.75 2.094 4.19 0.115 5722.9 151.45 152.39 0.469 68365 6.75
16.00 2.094 2.53 0.114 5825.9 154.47 155.41 0.473 69722 6.81
16.25 0.441 0.88 0.113 5928.2 155.82 156.77 0.474 70334 6.84
16.50 0.441 0.77 0.112 6029.7 155.53 156.48 0.474 70203 6.83
16.75 0.331 0.66 0.111 6130.0 155.13 156.08 0.473 70023 6.82
17.00 0.331 0.88 0.109 6228.8 154.63 155.57 0.473 69796 6.81
17.25 0.551 1.10 0.108 6326.3 154.35 155.29 0.473 69670 6.81
17.50 0.551 1.10 0.106 6422.5 154.29 155.24 0.472 69644 6.81
17.75 0.551 0.99 0.105 6517.5 154.24 155.18 0.472 69620 6.80
18.00 0.441 0.88 0.104 6611.4 154.08 155.02 0.472 69547 6.80
18.25 0.441 0.88 0.103 6704.2 153.81 154.75 0.472 69426 6.80
18.50 0.441 0.77 0.101 6796.0 153.54 154.49 0.472 69306 6.79
18.75 0.331 0.55 0.100 6886.7 153.17 154.11 0.471 69138 6.78
19.00 0.220 0.55 0.099 6976.5 152.58 153.52 0.470 68873 6.77
19.25 0.331 0.77 0.098 7065.2 151.99 152.93 0.470 68609 6.76
19.50 0.441 0.77 0.097 7152.9 151.63 152.57 0.469 68446 6.75
19.75 0.331 0.55 0.096 7239.8 151.27 152.21 0.469 68284 6.74
20.00 0.220 0.55 0.095 7325.7 150.70 151.63 0.468 68024 6.73
20.25 0.331 0.66 0.094 7410.8 150.12 151.06 0.468 67766 6.72
20.50 0.331 0.66 0.093 7495.0 149.66 150.60 0.467 67558 6.71
20.75 0.331 0.55 0.092 7578.4 149.21 150.14 0.466 67352 6.70
21.00 0.220 0.55 0.091 7661.0 148.64 149.57 0.466 67098 6.69
21.25 0.331 0.55 0.091 7742.9 148.08 149.01 0.465 66845 6.68
21.50 0.220 0.55 0.090 7824.0 147.52 148.45 0.464 66594 6.66
21.75 0.331 0.55 0.089 7904.3 146.97 147.89 0.464 66344 6.65
22.00 0.220 0.55 0.088 7983.9 146.41 147.34 0.463 66095 6.64
22.25 0.331 0.55 0.087 8062.9 145.87 146.79 0.462 65847 6.62
22.50 0.220 0.44 0.087 8141.1 145.32 146.24 0.462 65601 6.61
22.75 0.220 0.44 0.086 8218.6 144.67 145.59 0.461 65307 6.59
23.00 0.220 0.44 0.085 8295.5 144.01 144.94 0.460 65014 6.58
23.25 0.220 0.44 0.084 8371.8 143.37 144.29 0.459 64722 6.56
23.50 0.220 0.44 0.084 8447.4 142.72 143.64 0.459 64432 6.55
23.75 0.220 0.44 0.083 8522.3 142.08 143.00 0.458 64143 6.54
24.00 0.220 0.22 0.082 8596.7 141.44 142.36 0.457 63855 6.52
24.25 0.000 0.00 0.082 8670.6 141.50 141.50
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 1 hr - 10 yr Total Hydrograph in BMP-4 Max outflow: 0.327 cfs initial elev: 0.00 ft
Max elevation in pond: 4.761 ft (from bottom of gravel) Peak flow in: 18.80 cfs Vol-out: 18364 cu-ft Vol in: 32546 cu-ft
Pond Storm: 1 hr - 10 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 4.52 0.00 0.0 0.00 0.000 0 0.00
0.20 4.519 9.99 0.026 9.4 4.42 4.49 0.034 1605 0.27
0.40 5.469 12.86 0.026 28.3 14.14 14.36 0.109 5130 0.85
0.60 7.387 26.19 0.026 47.1 26.59 26.94 0.175 9637 1.80
0.80 18.798 27.83 0.026 65.9 52.21 52.73 0.262 18888 3.84
1.00 9.030 9.03 0.026 84.8 79.39 79.98 0.294 28687 4.57
1.20 0.000 0.00 0.000 94.2 87.74 88.40 0.327 31705 4.76
1.40 0.000 0.00 0.000 94.2 87.09 87.74 0.326 31470 4.75
1.60 0.000 0.00 0.000 94.2 86.44 87.09 0.324 31236 4.73
1.80 0.000 0.00 0.000 94.2 85.80 86.44 0.322 31004 4.72
2.00 0.000 0.00 0.000 94.2 85.16 85.80 0.320 30773 4.71
2.20 0.000 0.00 0.000 94.2 84.53 85.16 0.318 30544 4.69
2.40 0.000 0.00 0.000 94.2 83.89 84.53 0.316 30316 4.68
2.60 0.000 0.00 0.000 94.2 83.27 83.89 0.313 30089 4.67
2.80 0.000 0.00 0.000 94.2 82.65 83.27 0.310 29865 4.65
3.00 0.000 0.00 0.000 94.2 82.03 82.65 0.307 29643 4.64
3.20 0.000 0.00 0.000 94.2 81.43 82.03 0.304 29423 4.62
3.40 0.000 0.00 0.000 94.2 80.82 81.43 0.301 29205 4.61
3.60 0.000 0.00 0.000 94.2 80.23 80.82 0.297 28990 4.59
3.80 0.000 0.00 0.000 94.2 79.64 80.23 0.294 28777 4.58
4.00 0.000 0.00 0.000 94.2 79.06 79.64 0.293 28566 4.57
4.20 0.000 0.00 0.000 94.2 78.47 79.06 0.291 28355 4.55
4.40 0.000 0.00 0.000 94.2 77.90 78.47 0.289 28146 4.54
4.60 0.000 0.00 0.000 94.2 77.32 77.90 0.288 27939 4.53
4.80 0.000 0.00 0.000 94.2 76.75 77.32 0.286 27732 4.52
5.00 0.000 0.00 0.000 94.2 76.18 76.75 0.284 27527 4.51
5.20 0.000 0.00 0.000 94.2 75.61 76.18 0.284 27322 4.49
5.40 0.000 0.00 0.000 94.2 75.05 75.61 0.283 27118 4.48
5.60 0.000 0.00 0.000 94.2 74.48 75.05 0.283 26915 4.47
5.80 0.000 0.00 0.000 94.2 73.92 74.48 0.282 26711 4.46
6.00 0.000 0.00 0.000 94.2 73.35 73.92 0.282 26508 4.44
6.20 0.000 0.00 0.000 94.2 72.79 73.35 0.281 26305 4.43
6.40 0.000 0.00 0.000 94.2 72.23 72.79 0.281 26103 4.42
6.60 0.000 0.00 0.000 94.2 71.67 72.23 0.281 25901 4.41
6.80 0.000 0.00 0.000 94.2 71.11 71.67 0.280 25699 4.39
7.00 0.000 0.00 0.000 94.2 70.55 71.11 0.280 25497 4.38
7.20 0.000 0.00 0.000 94.2 69.99 70.55 0.279 25296 4.37
7.40 0.000 0.00 0.000 94.2 69.43 69.99 0.279 25095 4.35
7.60 0.000 0.00 0.000 94.2 68.87 69.43 0.279 24894 4.34
7.80 0.000 0.00 0.000 94.2 68.32 68.87 0.278 24694 4.33
8.00 0.000 0.00 0.000 94.2 67.76 68.32 0.278 24494 4.31
8.20 0.000 0.00 0.000 94.2 67.21 67.76 0.277 24294 4.30
8.40 0.000 0.00 0.000 94.2 66.65 67.21 0.277 24094 4.29
8.60 0.000 0.00 0.000 94.2 66.10 66.65 0.276 23895 4.28
8.80 0.000 0.00 0.000 94.2 65.55 66.10 0.276 23696 4.26
9.00 0.000 0.00 0.000 94.2 65.00 65.55 0.276 23498 4.25 Pond Storm: 1 hr - 10 yr (Cont) Routing of 1 hr - 10 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
9.20 0.000 0.00 0.000 94.2 64.44 65.00 0.275 23299 4.24
9.40 0.000 0.00 0.000 94.2 63.90 64.44 0.275 23101 4.23
9.60 0.000 0.00 0.000 94.2 63.35 63.90 0.274 22904 4.22
9.80 0.000 0.00 0.000 94.2 62.80 63.35 0.274 22706 4.20
10.00 0.000 0.00 0.000 94.2 62.25 62.80 0.274 22509 4.19
10.20 0.000 0.00 0.000 94.2 61.71 62.25 0.273 22312 4.18
10.40 0.000 0.00 0.000 94.2 61.16 61.71 0.273 22116 4.17
10.60 0.000 0.00 0.000 94.2 60.62 61.16 0.272 21920 4.15
10.80 0.000 0.00 0.000 94.2 60.07 60.62 0.272 21724 4.14
11.00 0.000 0.00 0.000 94.2 59.53 60.07 0.271 21528 4.13
11.20 0.000 0.00 0.000 94.2 58.99 59.53 0.271 21333 4.11
11.40 0.000 0.00 0.000 94.2 58.45 58.99 0.271 21138 4.10
11.60 0.000 0.00 0.000 94.2 57.91 58.45 0.270 20943 4.08
11.80 0.000 0.00 0.000 94.2 57.37 57.91 0.270 20749 4.07
12.00 0.000 0.00 0.000 94.2 56.83 57.37 0.269 20555 4.06
12.20 0.000 0.00 0.000 94.2 56.29 56.83 0.269 20361 4.05
12.40 0.000 0.00 0.000 94.2 55.75 56.29 0.268 20168 4.04
12.60 0.000 0.00 0.000 94.2 55.22 55.75 0.268 19975 4.02
12.80 0.000 0.00 0.000 94.2 54.68 55.22 0.268 19782 4.01
13.00 0.000 0.00 0.000 94.2 54.15 54.68 0.267 19590 4.00
13.20 0.000 0.00 0.000 94.2 53.62 54.15 0.266 19398 3.95
13.40 0.000 0.00 0.000 94.2 53.09 53.62 0.264 19207 3.91
13.60 0.000 0.00 0.000 94.2 52.56 53.09 0.263 19018 3.87
13.80 0.000 0.00 0.000 94.2 52.04 52.56 0.261 18829 3.83
14.00 0.000 0.00 0.000 94.2 51.52 52.04 0.260 18642 3.79
14.20 0.000 0.00 0.000 94.2 51.01 51.52 0.258 18455 3.74
14.40 0.000 0.00 0.000 94.2 50.49 51.01 0.257 18270 3.70
14.60 0.000 0.00 0.000 94.2 49.98 50.49 0.255 18086 3.66
14.80 0.000 0.00 0.000 94.2 49.48 49.98 0.253 17903 3.62
15.00 0.000 0.00 0.000 94.2 48.97 49.48 0.252 17721 3.58
15.20 0.000 0.00 0.000 94.2 48.47 48.97 0.250 17541 3.54
15.40 0.000 0.00 0.000 94.2 47.98 48.47 0.248 17361 3.50
15.60 0.000 0.00 0.000 94.2 47.48 47.98 0.247 17183 3.46
15.80 0.000 0.00 0.000 94.2 46.99 47.48 0.245 17006 3.42
16.00 0.000 0.00 0.000 94.2 46.51 46.99 0.243 16830 3.39
16.20 0.000 0.00 0.000 94.2 46.02 46.51 0.242 16655 3.35
16.40 0.000 0.00 0.000 94.2 45.54 46.02 0.240 16482 3.31
16.60 0.000 0.00 0.000 94.2 45.06 45.54 0.239 16309 3.27
16.80 0.000 0.00 0.000 94.2 44.59 45.06 0.237 16138 3.23
17.00 0.000 0.00 0.000 94.2 44.12 44.59 0.236 15968 3.20
17.20 0.000 0.00 0.000 94.2 43.65 44.12 0.234 15799 3.16
17.40 0.000 0.00 0.000 94.2 43.19 43.65 0.233 15630 3.12
17.60 0.000 0.00 0.000 94.2 42.72 43.19 0.231 15464 3.08
17.80 0.000 0.00 0.000 94.2 42.26 42.72 0.230 15298 3.05
18.00 0.000 0.00 0.000 94.2 41.81 42.26 0.228 15133 3.01
18.20 0.000 0.00 0.000 94.2 41.35 41.81 0.227 14969 2.97
18.40 0.000 0.00 0.000 94.2 40.90 41.35 0.225 14807 2.94
18.60 0.000 0.00 0.000 94.2 40.46 40.90 0.224 14645 2.90
18.80 0.000 0.00 0.000 94.2 40.01 40.46 0.222 14484 2.87
19.00 0.000 0.00 0.000 94.2 39.57 40.01 0.221 14325 2.83
19.20 0.000 0.00 0.000 94.2 39.13 39.57 0.219 14167 2.80
19.40 0.000 0.00
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 3 hr - 10 yr Total Hydrograph in BMP-4 Max outflow: 0.407 cfs initial elev: 0.0 ft
Max elevation in pond: 5.712 ft (from bottom of gravel) Peak flow in: 15.16 cfs Vol-out: 9477 cu-ft Vol in: 50976 cu-ft
Pond Storm: 3 hr - 10 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 2.11 0.00 0.0 0.00 0.000 0 0.00
0.08 2.113 4.23 0.026 3.9 2.07 2.09 0.007 312 0.05
0.17 2.113 3.90 0.026 11.8 6.21 6.25 0.020 934 0.15
0.25 1.788 4.23 0.026 19.6 9.99 10.06 0.032 1504 0.25
0.33 2.438 4.88 0.026 27.5 14.07 14.16 0.045 2118 0.35
0.42 2.438 5.36 0.026 35.3 18.78 18.90 0.060 2826 0.47
0.50 2.926 5.36 0.026 43.2 23.94 24.09 0.077 3602 0.60
0.58 2.438 5.36 0.026 51.0 29.06 29.25 0.093 4373 0.72
0.67 2.926 5.85 0.026 58.9 34.15 34.37 0.110 5139 0.85
0.75 2.926 5.36 0.026 66.7 39.70 39.95 0.127 5974 0.99
0.83 2.438 5.04 0.026 74.6 44.73 45.01 0.138 6730 1.15
0.92 2.601 5.53 0.026 82.4 49.43 49.72 0.147 7436 1.31
1.00 2.926 6.50 0.026 90.3 54.59 54.90 0.157 8211 1.48
1.08 3.576 7.15 0.026 98.1 60.70 61.03 0.168 9130 1.68
1.17 3.576 7.15 0.026 106.0 67.43 67.80 0.181 10142 1.91
1.25 3.576 6.83 0.026 113.8 74.15 74.53 0.192 11151 2.13
1.33 3.251 7.48 0.026 121.7 80.52 80.92 0.201 12108 2.34
1.42 4.226 8.61 0.026 129.5 87.53 87.95 0.210 13160 2.57
1.50 4.388 8.29 0.026 137.4 95.65 96.09 0.221 14380 2.84
1.58 3.901 8.29 0.026 145.2 103.42 103.88 0.232 15548 3.10
1.67 4.388 9.88 0.026 153.1 111.17 111.66 0.242 16712 3.36
1.75 5.495 10.60 0.026 160.9 120.49 121.00 0.255 18112 3.67
1.83 5.101 9.81 0.026 168.8 130.50 131.03 0.267 19615 4.00
1.92 4.713 9.62 0.026 176.6 139.72 140.26 0.270 20999 4.09
2.00 4.903 10.00 0.026 184.5 148.74 149.29 0.273 22352 4.18
2.08 5.101 12.37 0.026 192.3 158.14 158.69 0.276 23762 4.27
2.17 7.271 16.12 0.026 200.2 169.90 170.46 0.280 25527 4.38
2.25 8.849 14.74 0.026 208.0 185.39 185.96 0.287 27852 4.52
2.33 5.890 18.29 0.026 215.9 199.45 200.08 0.312 29965 4.66
2.42 12.400 25.79 0.026 223.7 217.02 217.69 0.334 32603 4.81
2.50 13.386 28.55 0.026 231.6 242.04 242.76 0.356 36360 5.04
2.58 15.161 25.79 0.026 239.4 269.78 270.54 0.377 40524 5.28
2.67 10.624 13.87 0.026 294.73 295.52 0.392 44269 5.49
2.75 3.251 6.18 0.026 7.8 307.76 308.56 0.400 46223 5.60
2.83 2.926 5.85 0.026 15.7 313.07 313.88 0.403 47021 5.64
2.92 2.926 3.90 0.026 23.5 318.06 318.87 0.406 47770 5.69
3.00 0.975 0.98 0.026 31.4 321.09 321.91 0.407 48225 5.71
3.08 0.000 0.00 0.000 35.3 321.23 322.04 0.407 48245 5.71
3.17 0.000 0.00 0.000 35.3 320.41 321.23 0.407 48123 5.71
3.25 0.000 0.00 0.000 35.3 319.60 320.41 0.407 48001 5.70
3.33 0.000 0.00 0.000 35.3 318.79 319.60 0.406 47879 5.69
3.42 0.000 0.00 0.000 35.3 317.98 318.79 0.406 47757 5.69
3.50 0.000 0.00 0.000 35.3 317.17 317.98 0.405 47636 5.68
3.58 0.000 0.00 0.000 35.3 316.36 317.17 0.405 47514 5.67
3.67 0.000 0.00 0.000 35.3 315.55 316.36 0.404 47393 5.67
3.75 0.000 0.00 0.000 35.3 314.74 315.55 0.404 47272 5.66 Pond Storm: 3 hr - 10 yr (Cont) Routing of 3 hr - 10 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.000 35.3 313.93 314.74 0.403 47151 5.65
3.92 0.000 0.00 0.000 35.3 313.13 313.93 0.403 47030 5.64
4.00 0.000 0.00 0.000 35.3 312.32 313.13 0.403 46909 5.64
4.08 0.000 0.00 0.000 35.3 311.52 312.32 0.402 46788 5.63
4.17 0.000 0.00 0.000 35.3 310.71 311.52 0.402 46667 5.62
4.25 0.000 0.00 0.000 35.3 309.91 310.71 0.401 46547 5.62
4.33 0.000 0.00 0.000 35.3 309.11 309.91 0.401 46427 5.61
4.42 0.000 0.00 0.000 35.3 308.31 309.11 0.400 46307 5.60
4.50 0.000 0.00 0.000 35.3 307.51 308.31 0.400 46187 5.59
4.58 0.000 0.00 0.000 35.3 306.71 307.51 0.399 46067 5.59
4.67 0.000 0.00 0.000 35.3 305.91 306.71 0.399 45947 5.58
4.75 0.000 0.00 0.000 35.3 305.12 305.91 0.398 45827 5.57
4.83 0.000 0.00 0.000 35.3 304.32 305.12 0.398 45708 5.57
4.92 0.000 0.00 0.000 35.3 303.53 304.32 0.398 45589 5.56
5.00 0.000 0.00 0.000 35.3 302.73 303.53 0.397 45469 5.56
5.08 0.000 0.00 0.000 35.3 301.94 302.73 0.397 45350 5.55
5.17 0.000 0.00 0.000 35.3 301.15 301.94 0.396 45231 5.54
5.25 0.000 0.00 0.000 35.3 300.36 301.15 0.396 45113 5.54
5.33 0.000 0.00 0.000 35.3 299.56 300.36 0.395 44994 5.53
5.42 0.000 0.00 0.000 35.3 298.78 299.56 0.395 44876 5.52
5.50 0.000 0.00 0.000 35.3 297.99 298.78 0.394 44757 5.52
5.58 0.000 0.00 0.000 35.3 297.20 297.99 0.394 44639 5.51
5.67 0.000 0.00 0.000 35.3 296.41 297.20 0.393 44521 5.50
5.75 0.000 0.00 0.000 35.3 295.63 296.41 0.393 44403 5.50
5.83 0.000 0.00 0.000 35.3 294.84 295.63 0.392 44285 5.49
5.92 0.000 0.00 0.000 35.3 294.06 294.84 0.392 44168 5.49
6.00 0.000 0.00 0.000 35.3 293.28 294.06 0.391 44050 5.48
6.08 0.000 0.00 0.000 35.3 292.49 293.28 0.391 43933 5.47
6.17 0.000 0.00 0.000 35.3 291.71 292.49 0.390 43815 5.47
6.25 0.000 0.00 0.000 35.3 290.93 291.71 0.390 43698 5.46
6.33 0.000 0.00 0.000 35.3 290.15 290.93 0.390 43581 5.45
6.42 0.000 0.00 0.000 35.3 289.37 290.15 0.389 43465 5.45
6.50 0.000 0.00 0.000 35.3 288.60 289.37 0.389 43348 5.44
6.58 0.000 0.00 0.000 35.3 287.82 288.60 0.388 43231 5.44
6.67 0.000 0.00 0.000 35.3 287.05 287.82 0.388 43115 5.43
6.75 0.000 0.00 0.000 35.3 286.27 287.05 0.387 42999 5.42
6.83 0.000 0.00 0.000 35.3 285.50 286.27 0.387 42883 5.42
6.92 0.000 0.00 0.000 35.3 284.73 285.50 0.386 42767 5.41
7.00 0.000 0.00 0.000 35.3 283.95 284.73 0.386 42651 5.40
7.08 0.000 0.00 0.000 35.3 283.18 283.95 0.385 42535 5.40
7.17 0.000 0.00 0.000 35.3 282.41 283.18 0.385 42420 5.39
7.25 0.000 0.00 0.000 35.3 281.65 282.41 0.384 42305 5.38
7.33 0.000 0.00 0.000 35.3 280.88 281.65 0.384 42189 5.37
7.42 0.000 0.00 0.000 35.3 280.11 280.88 0.383 42074 5.37
7.50 0.000 0.00 0.000 35.3 279.35 280.11 0.383 41959 5.36
7.58 0.000 0.00 0.000 35.3 278.58 279.35 0.382 41845 5.35
7.67 0.000 0.00 0.000 35.3 277.82 278.58 0.382 41730 5.35
7.75 0.000 0.00 0.000 35.3 277.06 277.82 0.381 41616 5.34
7.83 0.000 0.00 0.000 35.3 276.29 277.06 0.381 41501 5.33
7.92 0.000 0.00 0.000 35.3 275.53 276.29 0.380 41387 5.33
8.00 0.000 0.00 0.000 35.3 274.77 275.53 0.380 41273 5.32
8.08 0.000 0.00
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 6 hr - 10 yr Total Hydrograph in BMP-4 Max outflow: 0.451 cfs initial elev: 0.0 ft
Max elevation in pond: 6.425 ft (from bottom of gravel) Peak flow in: 13.87 cfs Vol-out: 8436 cu-ft Vol in: 67595 cu-ft
Pond Storm: 6 hr - 10 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 1.10 0.00 0.0 0.00 0.000 0 0.000
0.08 1.095 2.41 0.026 3.9 1.06 1.07 0.003 160 0.026
0.17 1.314 2.63 0.026 11.8 3.40 3.42 0.011 511 0.085
0.25 1.314 2.63 0.026 19.6 5.93 5.97 0.019 893 0.148
0.33 1.314 2.63 0.026 27.5 8.46 8.51 0.027 1272 0.211
0.42 1.314 2.85 0.026 35.3 10.96 11.03 0.035 1649 0.273
0.50 1.533 3.07 0.026 43.2 13.67 13.76 0.044 2057 0.341
0.58 1.533 3.07 0.026 51.0 16.58 16.68 0.053 2494 0.413
0.67 1.533 3.07 0.026 58.9 19.46 19.59 0.062 2929 0.485
0.75 1.533 3.07 0.026 66.7 22.34 22.48 0.072 3361 0.557
0.83 1.533 3.07 0.026 74.6 25.19 25.35 0.081 3790 0.628
0.92 1.533 3.29 0.026 82.4 28.02 28.20 0.090 4217 0.699
1.00 1.752 3.50 0.026 90.3 31.05 31.25 0.100 4673 0.774
1.08 1.752 3.50 0.026 98.1 34.29 34.51 0.110 5159 0.855
1.17 1.752 3.50 0.026 106.0 37.50 37.74 0.120 5643 0.935
1.25 1.752 3.50 0.026 113.8 40.69 40.95 0.130 6123 1.020
1.33 1.752 3.50 0.026 121.7 43.87 44.14 0.136 6601 1.125
1.42 1.752 3.50 0.026 129.5 47.04 47.32 0.142 7077 1.230
1.50 1.752 3.50 0.026 137.4 50.19 50.49 0.148 7551 1.335
1.58 1.752 3.50 0.026 145.2 53.34 53.64 0.154 8024 1.440
1.67 1.752 3.50 0.026 153.1 56.47 56.79 0.160 8494 1.544
1.75 1.752 3.50 0.026 160.9 59.59 59.92 0.166 8963 1.647
1.83 1.752 3.50 0.026 168.8 62.69 63.04 0.172 9430 1.750
1.92 1.752 3.72 0.026 176.6 65.79 66.15 0.178 9895 1.853
2.00 1.971 3.72 0.026 184.5 69.09 69.46 0.184 10391 1.963
2.08 1.752 3.72 0.026 192.3 72.38 72.76 0.190 10886 2.072
2.17 1.971 3.94 0.026 200.2 75.67 76.05 0.194 11379 2.181
2.25 1.971 3.94 0.026 208.0 79.16 79.56 0.199 11904 2.297
2.33 1.971 3.94 0.026 215.9 82.64 83.05 0.204 12427 2.413
2.42 1.971 3.94 0.026 223.7 86.11 86.53 0.208 12948 2.528
2.50 1.971 3.94 0.026 231.6 89.58 90.00 0.213 13469 2.643
2.58 1.971 3.94 0.026 239.4 93.03 93.47 0.218 13987 2.757
2.67 1.971 4.16 0.026 247.2 96.48 96.92 0.222 14505 2.872
2.75 2.190 4.38 0.026 255.1 100.13 100.59 0.227 15054 2.993
2.83 2.190 4.38 0.026 262.9 103.99 104.46 0.233 15634 3.121
2.92 2.190 4.38 0.026 270.8 107.85 108.32 0.238 16212 3.249
3.00 2.190 4.38 0.026 278.6 111.69 112.17 0.243 16789 3.377
3.08 2.190 4.60 0.026 286.5 115.52 116.01 0.248 17365 3.504
3.17 2.409 4.82 0.026 294.3 119.56 120.06 0.254 17972 3.638
3.25 2.409 4.82 0.026 302.2 123.80 124.32 0.259 18609 3.779
3.33 2.409 5.04 0.026 310.0 128.04 128.57 0.264 19246 3.919
3.42 2.628 5.48 0.026 317.9 132.49 133.03 0.268 19914 4.019
3.50 2.847 5.91 0.026 325.7 137.37 137.91 0.269 20647 4.065
3.58 3.066 6.13 0.026 333.6 142.69 143.23 0.271 21445 4.120
3.67 3.066 6.35 0.026 341.4 148.23 148.77 0.273 22275 4.177
3.75 3.285 6.57 0.026 349.3 153.98 154.52 0.275 23137 4.230 Pond Storm: 6 hr - 10 yr (Cont) Routing of 6 hr - 10 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 3.285 6.79 0.000 353.2 159.97 160.52 0.277 24036 4.28
3.92 3.504 7.01 0.026 357.1 166.17 166.73 0.279 24967 4.34
4.00 3.504 7.23 0.026 365.0 172.57 173.13 0.281 25927 4.41
4.08 3.723 7.67 0.026 372.8 179.18 179.74 0.283 26919 4.47
4.17 3.942 8.10 0.026 380.7 186.21 186.79 0.288 27975 4.53
4.25 4.161 8.54 0.026 388.5 193.66 194.26 0.299 29095 4.60
4.33 4.380 8.98 0.026 396.4 201.52 202.15 0.315 30276 4.68
4.42 4.599 9.20 0.026 404.2 209.80 210.45 0.326 31519 4.75
4.50 4.599 9.43 0.026 412.1 218.27 218.94 0.335 32791 4.82
4.58 4.833 9.93 0.026 419.9 226.97 227.65 0.344 34096 4.91
4.67 5.099 10.46 0.026 427.8 236.14 236.85 0.352 35474 4.99
4.75 5.365 10.73 0.026 435.6 245.83 246.55 0.359 36929 5.07
4.83 5.365 11.00 0.026 443.5 255.78 256.51 0.367 38422 5.16
4.92 5.631 11.53 0.026 451.3 265.97 266.72 0.374 39952 5.25
5.00 5.896 13.12 0.026 459.2 276.69 277.45 0.381 41560 5.34
5.08 7.225 15.78 0.026 467.0 288.98 289.76 0.389 43405 5.44
5.17 8.554 17.91 0.026 474.9 303.91 304.70 0.398 45646 5.56
5.25 9.352 19.50 0.026 482.7 320.95 321.76 0.407 48203 5.71
5.33 10.149 21.63 0.026 490.6 339.56 340.40 0.417 50997 5.86
5.42 11.478 25.35 0.026 498.4 360.28 361.14 0.428 54107 6.02
5.50 13.871 18.03 0.026 506.3 384.70 385.58 0.439 57771 6.22
5.58 4.161 6.13 0.026 514.1 401.79 402.68 0.447 60335 6.34
5.67 1.971 3.29 0.026 522.0 406.97 407.87 0.449 61113 6.39
5.75 1.314 2.41 0.026 529.8 409.30 410.20 0.450 61463 6.41
5.83 1.095 1.75 0.026 537.7 410.76 411.66 0.451 61681 6.42
5.92 0.657 1.10 0.026 545.5 411.55 412.46 0.451 61801 6.42
6.00 0.438 0.44 0.026 553.4 411.69 412.60 0.451 61822 6.42
6.08 0.000 0.00 0.000 557.3 411.20 412.11 0.451 61748 6.42
6.17 0.000 0.00 0.000 557.3 410.30 411.20 0.451 61613 6.41
6.25 0.000 0.00 0.000 557.3 409.40 410.30 0.450 61478 6.41
6.33 0.000 0.00 0.000 557.3 408.50 409.40 0.450 61343 6.40
6.42 0.000 0.00 0.000 557.3 407.60 408.50 0.449 61208 6.39
6.50 0.000 0.00 0.000 557.3 406.71 407.60 0.449 61073 6.38
6.58 0.000 0.00 0.000 557.3 405.81 406.71 0.449 60939 6.38
6.67 0.000 0.00 0.000 557.3 404.91 405.81 0.448 60804 6.37
6.75 0.000 0.00 0.000 557.3 404.02 404.91 0.448 60670 6.36
6.83 0.000 0.00 0.000 557.3 403.12 404.02 0.447 60535 6.36
6.92 0.000 0.00 0.000 557.3 402.23 403.12 0.447 60401 6.35
7.00 0.000 0.00 0.000 557.3 401.33 402.23 0.447 60267 6.34
7.08 0.000 0.00 0.000 557.3 400.44 401.33 0.446 60133 6.33
7.17 0.000 0.00 0.000 557.3 399.55 400.44 0.446 59999 6.33
7.25 0.000 0.00 0.000 557.3 398.66 399.55 0.445 59866 6.32
7.33 0.000 0.00 0.000 557.3 397.77 398.66 0.445 59732 6.31
7.42 0.000 0.00 0.000 557.3 396.88 397.77 0.445 59599 6.31
7.50 0.000 0.00 0.000 557.3 395.99 396.88 0.444 59465 6.30
7.58 0.000 0.00 0.000 557.3 395.10 395.99 0.444 59332 6.29
7.67 0.000 0.00 0.000 557.3 394.22 395.10 0.443 59199 6.29
7.75 0.000 0.00 0.000 557.3 393.33 394.22 0.443 59066 6.28
7.83 0.000 0.00 0.000 557.3 392.44 393.33 0.443 58933 6.27
7.92 0.000 0.00 0.000 557.3 391.56 392.44 0.442 58800 6.27
8.00 0.000 0.00 0.000 557.3 390.68 391.56 0.442 58668 6.26
8.08 0.000 0.00 0.000 557.3
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 24 hr - 10 yr Total Hydrograph in BMP-4 Max outflow: 1.738 cfs initial elev: 0.0 ft
Max elevation in pond: 7.382 ft (from bottom of gravel) Peak flow in: 4.56 cfs Vol-out: 39301 cu-ft Vol in: 118732 cu-ft
Pond Storm: 24 hr - 10 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.26 0.00 0.0 0.00 0.000 0 0.00
0.25 0.264 0.66 0.023 10.4 0.24 0.24 0.002 107 0.02
0.50 0.395 0.79 0.155 90.4 0.70 0.72 0.007 320 0.05
0.75 0.395 0.92 0.068 190.8 1.25 1.27 0.012 566 0.09
1.00 0.527 0.92 0.061 249.1 2.00 2.04 0.019 909 0.15
1.25 0.395 0.79 0.070 308.0 2.74 2.79 0.027 1245 0.21
1.50 0.395 0.79 0.075 373.1 3.32 3.39 0.032 1509 0.25
1.75 0.395 0.92 0.075 440.5 3.89 3.96 0.038 1766 0.29
2.00 0.527 1.05 0.074 507.6 4.57 4.66 0.044 2077 0.34
2.25 0.527 1.05 0.075 575.1 5.37 5.48 0.052 2440 0.40
2.50 0.527 1.19 0.077 643.9 6.15 6.27 0.060 2796 0.46
2.75 0.659 1.32 0.079 714.1 7.05 7.18 0.068 3202 0.53
3.00 0.659 1.32 0.080 785.8 8.05 8.20 0.078 3657 0.61
3.25 0.659 1.32 0.083 859.2 9.03 9.20 0.087 4102 0.68
3.50 0.659 1.32 0.084 934.3 9.99 10.18 0.097 4537 0.75
3.75 0.659 1.45 0.085 1010.6 10.92 11.13 0.106 4963 0.82
4.00 0.791 1.58 0.086 1087.6 11.97 12.20 0.116 5438 0.90
4.25 0.791 1.71 0.087 1165.5 13.12 13.38 0.127 5962 0.99
4.50 0.922 1.84 0.089 1244.5 14.39 14.66 0.135 6536 1.11
4.75 0.922 1.98 0.092 1325.8 15.77 16.05 0.143 7160 1.25
5.00 1.054 1.84 0.096 1410.4 17.25 17.56 0.152 7832 1.40
5.25 0.791 1.71 0.100 1498.3 18.58 18.90 0.159 8434 1.53
5.50 0.922 1.98 0.102 1589.0 19.76 20.09 0.166 8968 1.65
5.75 1.054 2.11 0.103 1681.4 21.18 21.53 0.174 9612 1.79
6.00 1.054 2.24 0.105 1775.2 22.72 23.08 0.183 10306 1.94
6.25 1.186 2.37 0.108 1871.0 24.36 24.75 0.191 11049 2.11
6.50 1.186 2.50 0.110 1969.0 26.12 26.52 0.198 11843 2.28
6.75 1.318 2.64 0.113 2069.3 27.99 28.40 0.206 12688 2.47
7.00 1.318 2.64 0.115 2171.9 29.97 30.40 0.214 13582 2.67
7.25 1.318 2.77 0.118 2276.8 31.93 32.37 0.222 14467 2.86
7.50 1.449 3.03 0.120 2384.0 33.99 34.46 0.231 15401 3.07
7.75 1.581 3.29 0.123 2493.2 36.30 36.78 0.240 16444 3.30
8.00 1.713 3.69 0.125 2604.7 38.85 39.35 0.250 17594 3.55
8.25 1.977 3.95 0.128 2718.9 41.76 42.28 0.262 18910 3.85
8.50 1.977 4.08 0.132 2836.3 44.92 45.45 0.269 20333 4.05
8.75 2.108 4.35 0.133 2955.8 48.19 48.73 0.272 21808 4.14
9.00 2.240 4.74 0.131 3074.8 51.72 52.27 0.275 23400 4.25
9.25 2.504 5.14 0.130 3192.3 55.65 56.21 0.279 25167 4.36
9.50 2.635 5.40 0.128 3308.5 59.96 60.53 0.283 27111 4.48
9.75 2.767 5.67 0.128 3423.8 64.51 65.11 0.300 29164 4.61
10.00 2.899 4.88 0.127 3538.3 69.27 69.92 0.324 31318 4.74
10.25 1.977 3.95 0.127 3652.4 73.22 73.89 0.337 33101 4.84
10.50 1.977 4.61 0.125 3765.8 76.23 76.92 0.346 34459 4.93
10.75 2.635 5.27 0.124 3878.1 79.88 80.59 0.355 36106 5.02
11.00 2.635 5.14 0.123 3989.4 84.18 84.91 0.365 38043 5.14
11.25 2.504 5.01 0.123 4100.0 88.32 89.07 0.374 39913 5.24 Pond Storm: 24 hr - 10 yr (Cont) Routing of 24 hr - 10 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
11.50 2.504 4.74 0.122 4209.9 92.32 93.08 0.382 41716 5.35
11.75 2.240 4.61 0.121 4319.3 96.04 96.82 0.389 43395 5.44
12.00 2.372 5.67 0.120 4428.0 99.62 100.41 0.395 45008 5.53
12.25 3.294 6.72 0.120 4536.0 104.24 105.05 0.403 47091 5.65
12.50 3.426 7.12 0.119 4643.4 109.90 110.72 0.413 49641 5.78
12.75 3.690 7.51 0.119 4750.8 115.93 116.78 0.422 52360 5.93
13.00 3.821 8.37 0.120 4858.2 122.34 123.21 0.431 55248 6.08
13.25 4.551 9.11 0.120 4965.9 129.59 130.48 0.441 58515 6.25
13.50 4.564 7.59 0.120 5074.0 137.56 138.47 0.452 62107 6.44
13.75 3.031 6.06 0.121 5182.6 144.00 144.92 0.460 65005 6.58
14.00 3.031 6.59 0.121 5291.6 148.88 149.82 0.466 67207 6.69
14.25 3.558 6.98 0.121 5400.4 154.28 155.23 0.472 69641 6.81
14.50 3.426 6.85 0.120 5508.9 160.07 161.03 0.479 72247 6.94
14.75 3.426 6.72 0.120 5617.2 165.52 166.68 0.579 74746 7.05
15.00 3.294 6.46 0.120 5725.4 170.23 172.00 0.886 77002 7.16
15.25 3.162 6.19 0.120 5833.3 173.96 176.45 1.244 78842 7.24
15.50 3.031 5.53 0.119 5940.7 176.87 179.91 1.520 80277 7.31
15.75 2.504 5.01 0.118 6047.3 178.84 182.17 1.668 81226 7.35
16.00 2.504 3.03 0.117 6153.1 180.13 183.61 1.738 81841 7.38
16.25 0.527 1.05 0.116 6257.8 179.52 182.93 1.705 81551 7.37
16.50 0.527 0.92 0.114 6361.2 177.24 180.34 1.554 80456 7.32
16.75 0.395 0.79 0.112 6462.9 175.21 177.93 1.363 79456 7.27
17.00 0.395 1.05 0.110 6562.7 173.40 175.78 1.189 78564 7.23
17.25 0.659 1.32 0.108 6660.9 172.11 174.23 1.062 77927 7.20
17.50 0.659 1.32 0.107 6757.6 171.26 173.21 0.978 77505 7.18
17.75 0.659 1.19 0.105 6852.9 170.54 172.36 0.909 77153 7.17
18.00 0.527 1.05 0.104 6947.0 169.81 171.52 0.854 76800 7.15
18.25 0.527 1.05 0.103 7039.9 169.06 170.66 0.798 76438 7.13
18.50 0.527 0.92 0.101 7131.6 168.42 169.91 0.749 76124 7.12
18.75 0.395 0.66 0.100 7222.3 167.74 169.14 0.698 75798 7.10
19.00 0.264 0.66 0.099 7311.9 166.93 168.20 0.637 75404 7.08
19.25 0.395 0.92 0.098 7400.5 166.18 167.39 0.606 75053 7.06
19.50 0.527 0.92 0.097 7488.2 165.73 166.91 0.588 74843 7.05
19.75 0.395 0.66 0.096 7574.9 165.32 166.46 0.571 74650 7.05
20.00 0.264 0.66 0.095 7660.7 164.70 165.79 0.545 74358 7.03
20.25 0.395 0.79 0.094 7745.7 164.12 165.17 0.522 74090 7.02
20.50 0.395 0.79 0.093 7829.9 163.71 164.73 0.505 73899 7.01
20.75 0.395 0.66 0.092 7913.3 163.34 164.32 0.490 73723 7.00
21.00 0.264 0.66 0.091 7996.0 162.85 163.81 0.482 73499 6.99
21.25 0.395 0.66 0.091 8078.0 162.36 163.33 0.482 73280 6.98
21.50 0.264 0.66 0.090 8159.2 161.88 162.84 0.481 73062 6.97
21.75 0.395 0.66 0.089 8239.7 161.40 162.36 0.481 72845 6.96
22.00 0.264 0.66 0.088 8319.6 160.92 161.88 0.480 72630 6.95
22.25 0.395 0.66 0.088 8398.8 160.44 161.40 0.480 72415 6.94
22.50 0.264 0.53 0.087 8477.4 159.97 160.93 0.479 72202 6.93
22.75 0.264 0.53 0.086 8555.3 159.37 160.32 0.478 71930 6.92
23.00 0.264 0.53 0.086 8632.7 158.77 159.72 0.478 71660 6.91
23.25 0.264 0.53 0.085 8709.4 158.17 159.12 0.477 71391 6.89
23.50 0.264 0.53 0.084 8785.5 157.57 158.53 0.476 71123 6.88
23.75 0.264 0.53 0.084 8861.0 156.98 157.93 0.476 70856 6.87
24.00 0.264 0.26 0.083 8936.0 156.39 157.34 0.475 70590 6.85
24.25 0.000 0.00 0.082 9010.3 156.49 156.49
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 1 hr - 100 yr Total Hydrograph in BMP-4 Max outflow: 1.705 cfs initial elev: 3.50 ft
Max elevation in pond: 7.368 ft (from bottom of gravel) Peak flow in: 31.96 cfs Vol-out: 35391 cu-ft Vol in: 56537 cu-ft
Pond Storm: 1 hr - 100 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 8.11 0.00 0.0 76.20 0.000 27432 3.50
0.20 8.113 17.89 0.026 9.4 83.66 84.29 0.315 30230 4.68
0.40 9.777 22.75 0.026 28.3 100.78 101.49 0.357 36409 5.04
0.60 12.970 44.93 0.026 47.1 122.69 123.47 0.393 44309 5.49
0.80 31.961 47.66 0.026 65.9 166.67 167.57 0.446 60164 6.33
1.00 15.703 15.70 0.026 84.8 212.57 214.29 0.859 76834 7.15
1.20 0.000 0.00 0.000 94.2 224.83 228.24 1.705 81554 7.37
1.40 0.000 0.00 0.000 94.2 221.75 224.83 1.541 80386 7.31
1.60 0.000 0.00 0.000 94.2 219.07 221.75 1.342 79348 7.27
1.80 0.000 0.00 0.000 94.2 216.74 219.07 1.165 78445 7.23
2.00 0.000 0.00 0.000 94.2 214.72 216.74 1.009 77662 7.19
2.20 0.000 0.00 0.000 94.2 212.95 214.72 0.882 76981 7.16
2.40 0.000 0.00 0.000 94.2 211.38 212.95 0.789 76379 7.13
2.60 0.000 0.00 0.000 94.2 209.97 211.38 0.705 75842 7.10
2.80 0.000 0.00 0.000 94.2 208.70 209.97 0.633 75360 7.08
3.00 0.000 0.00 0.000 94.2 207.51 208.70 0.594 74919 7.06
3.20 0.000 0.00 0.000 94.2 206.40 207.51 0.558 74504 7.04
3.40 0.000 0.00 0.000 94.2 205.35 206.40 0.524 74114 7.02
3.60 0.000 0.00 0.000 94.2 204.36 205.35 0.492 73748 7.01
3.80 0.000 0.00 0.000 94.2 203.40 204.36 0.482 73398 6.99
4.00 0.000 0.00 0.000 94.2 202.44 203.40 0.481 73051 6.97
4.20 0.000 0.00 0.000 94.2 201.48 202.44 0.480 72705 6.96
4.40 0.000 0.00 0.000 94.2 200.52 201.48 0.479 72359 6.94
4.60 0.000 0.00 0.000 94.2 199.56 200.52 0.479 72014 6.93
4.80 0.000 0.00 0.000 94.2 198.61 199.56 0.478 71670 6.91
5.00 0.000 0.00 0.000 94.2 197.65 198.61 0.477 71326 6.89
5.20 0.000 0.00 0.000 94.2 196.70 197.65 0.476 70984 6.87
5.40 0.000 0.00 0.000 94.2 195.75 196.70 0.475 70641 6.86
5.60 0.000 0.00 0.000 94.2 194.80 195.75 0.474 70299 6.84
5.80 0.000 0.00 0.000 94.2 193.86 194.80 0.473 69958 6.82
6.00 0.000 0.00 0.000 94.2 192.91 193.86 0.472 69618 6.80
6.20 0.000 0.00 0.000 94.2 191.97 192.91 0.472 69278 6.79
6.40 0.000 0.00 0.000 94.2 191.03 191.97 0.471 68939 6.77
6.60 0.000 0.00 0.000 94.2 190.09 191.03 0.470 68600 6.76
6.80 0.000 0.00 0.000 94.2 189.15 190.09 0.469 68262 6.74
7.00 0.000 0.00 0.000 94.2 188.21 189.15 0.468 67925 6.73
7.20 0.000 0.00 0.000 94.2 187.28 188.21 0.467 67588 6.71
7.40 0.000 0.00 0.000 94.2 186.35 187.28 0.466 67252 6.69
7.60 0.000 0.00 0.000 94.2 185.42 186.35 0.465 66917 6.68
7.80 0.000 0.00 0.000 94.2 184.49 185.42 0.464 66582 6.66
8.00 0.000 0.00 0.000 94.2 183.56 184.49 0.464 66248 6.64
8.20 0.000 0.00 0.000 94.2 182.63 183.56 0.463 65915 6.63
8.40 0.000 0.00 0.000 94.2 181.71 182.63 0.462 65582 6.61
8.60 0.000 0.00 0.000 94.2 180.79 181.71 0.461 65250 6.59
8.80 0.000 0.00 0.000 94.2 179.87 180.79 0.460 64919 6.57
9.00 0.000 0.00 0.000 94.2 178.95 179.87 0.459 64588 6.56 Pond Storm: 1 hr - 100 yr (Cont) Routing of 1 hr - 100 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
9.20 0.000 0.00 0.000 94.2 178.04 178.95 0.458 64258 6.54
9.40 0.000 0.00 0.000 94.2 177.12 178.04 0.457 63928 6.53
9.60 0.000 0.00 0.000 94.2 176.21 177.12 0.456 63599 6.51
9.80 0.000 0.00 0.000 94.2 175.30 176.21 0.455 63271 6.49
10.00 0.000 0.00 0.000 94.2 174.39 175.30 0.454 62944 6.48
10.20 0.000 0.00 0.000 94.2 173.48 174.39 0.453 62617 6.46
10.40 0.000 0.00 0.000 94.2 172.58 173.48 0.453 62291 6.45
10.60 0.000 0.00 0.000 94.2 171.67 172.58 0.452 61965 6.43
10.80 0.000 0.00 0.000 94.2 170.77 171.67 0.451 61640 6.42
11.00 0.000 0.00 0.000 94.2 169.87 170.77 0.450 61316 6.40
11.20 0.000 0.00 0.000 94.2 168.98 169.87 0.449 60993 6.38
11.40 0.000 0.00 0.000 94.2 168.08 168.98 0.448 60670 6.36
11.60 0.000 0.00 0.000 94.2 167.19 168.08 0.447 60348 6.34
11.80 0.000 0.00 0.000 94.2 166.29 167.19 0.446 60026 6.33
12.00 0.000 0.00 0.000 94.2 165.40 166.29 0.445 59706 6.31
12.20 0.000 0.00 0.000 94.2 164.52 165.40 0.444 59386 6.30
12.40 0.000 0.00 0.000 94.2 163.63 164.52 0.443 59066 6.28
12.60 0.000 0.00 0.000 94.2 162.75 163.63 0.442 58748 6.26
12.80 0.000 0.00 0.000 94.2 161.86 162.75 0.441 58430 6.25
13.00 0.000 0.00 0.000 94.2 160.98 161.86 0.440 58112 6.23
13.20 0.000 0.00 0.000 94.2 160.10 160.98 0.439 57796 6.22
13.40 0.000 0.00 0.000 94.2 159.23 160.10 0.438 57480 6.20
13.60 0.000 0.00 0.000 94.2 158.35 159.23 0.437 57165 6.19
13.80 0.000 0.00 0.000 94.2 157.48 158.35 0.436 56850 6.17
14.00 0.000 0.00 0.000 94.2 156.61 157.48 0.435 56536 6.15
14.20 0.000 0.00 0.000 94.2 155.74 156.61 0.434 56223 6.14
14.40 0.000 0.00 0.000 94.2 154.87 155.74 0.433 55911 6.12
14.60 0.000 0.00 0.000 94.2 154.01 154.87 0.432 55599 6.10
14.80 0.000 0.00 0.000 94.2 153.15 154.01 0.431 55288 6.08
15.00 0.000 0.00 0.000 94.2 152.29 153.15 0.430 54978 6.07
15.20 0.000 0.00 0.000 94.2 151.43 152.29 0.429 54668 6.05
15.40 0.000 0.00 0.000 94.2 150.57 151.43 0.428 54359 6.04
15.60 0.000 0.00 0.000 94.2 149.71 150.57 0.427 54051 6.02
15.80 0.000 0.00 0.000 94.2 148.86 149.71 0.426 53744 6.00
16.00 0.000 0.00 0.000 94.2 148.01 148.86 0.425 53437 5.99
16.20 0.000 0.00 0.000 94.2 147.16 148.01 0.424 53131 5.97
16.40 0.000 0.00 0.000 94.2 146.32 147.16 0.423 52826 5.96
16.60 0.000 0.00 0.000 94.2 145.47 146.32 0.422 52521 5.94
16.80 0.000 0.00 0.000 94.2 144.63 145.47 0.421 52218 5.93
17.00 0.000 0.00 0.000 94.2 143.79 144.63 0.420 51915 5.91
17.20 0.000 0.00 0.000 94.2 142.95 143.79 0.419 51612 5.89
17.40 0.000 0.00 0.000 94.2 142.11 142.95 0.418 51311 5.88
17.60 0.000 0.00 0.000 94.2 141.28 142.11 0.417 51010 5.86
17.80 0.000 0.00 0.000 94.2 140.44 141.28 0.416 50710 5.84
18.00 0.000 0.00 0.000 94.2 139.61 140.44 0.415 50410 5.82
18.20 0.000 0.00 0.000 94.2 138.79 139.61 0.414 50112 5.81
18.40 0.000 0.00 0.000 94.2 137.96 138.79 0.413 49814 5.79
18.60 0.000 0.00 0.000 94.2 137.14 137.96 0.412 49517 5.78
18.80 0.000 0.00 0.000 94.2 136.31 137.14 0.411 49221 5.76
19.00 0.000 0.00 0.000 94.2 135.49 136.31 0.410 48925 5.75
19.20 0.000 0.00 0.000 94.2 134.68 135.49 0.409 48630 5.73
19.40 0.000 0.00
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 3 hr - 100 yr Total Hydrograph in BMP-4 Max outflow: 0.774 cfs initial elev: 0.0 ft
Max elevation in pond: 7.125 ft (from bottom of gravel) Peak flow in: 24.21 cfs Vol-out: 12061 cu-ft Vol in: 82200 cu-ft
Pond Storm: 3 hr - 100 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 3.29 0.00 0.0 0.00 0.000 0 0.00
0.08 3.295 6.59 0.023 3.5 3.25 3.27 0.010 489 0.08
0.17 3.295 6.08 1.825 280.7 7.94 7.99 0.025 1195 0.20
0.25 2.788 6.59 0.078 566.0 12.04 12.12 0.039 1812 0.30
0.33 3.802 7.60 0.064 587.3 18.37 18.49 0.059 2765 0.46
0.42 3.802 8.36 0.083 609.4 25.66 25.83 0.082 3862 0.64
0.50 4.562 8.36 0.104 637.5 33.62 33.84 0.108 5060 0.84
0.58 3.802 8.36 0.125 671.9 41.50 41.76 0.131 6244 1.05
0.67 4.562 9.12 0.143 712.1 49.30 49.59 0.146 7417 1.31
0.75 4.562 8.36 0.165 758.3 57.79 58.12 0.163 8693 1.59
0.83 3.802 7.86 0.185 810.7 65.45 65.80 0.177 9844 1.84
0.92 4.055 8.62 0.198 868.2 72.54 72.92 0.190 10910 2.08
1.00 4.562 10.31 0.208 929.1 80.35 80.75 0.200 12083 2.34
1.08 5.753 11.51 0.217 992.9 89.82 90.24 0.213 13504 2.65
1.17 5.753 11.51 0.229 1059.8 100.42 100.87 0.228 15097 3.00
1.25 5.753 10.89 0.242 1130.5 110.97 111.45 0.242 16682 3.35
1.33 5.137 12.12 0.252 1204.5 120.85 121.36 0.256 18166 3.68
1.42 6.983 14.27 0.259 1281.2 131.93 132.46 0.268 19829 4.01
1.50 7.291 13.66 0.265 1359.8 145.13 145.68 0.272 21811 4.15
1.58 6.368 13.66 0.258 1438.3 157.72 158.27 0.276 23699 4.26
1.67 7.291 16.43 0.252 1514.8 170.30 170.86 0.280 25588 4.39
1.75 9.136 17.66 0.247 1589.6 185.66 186.23 0.287 27892 4.53
1.83 8.521 16.43 0.243 1663.0 202.19 202.83 0.316 30376 4.68
1.92 7.906 16.12 0.241 1735.6 217.47 218.14 0.334 32670 4.82
2.00 8.213 16.73 0.237 1807.2 232.41 233.11 0.348 34914 4.96
2.08 8.521 20.43 0.235 1878.0 247.95 248.67 0.361 37247 5.09
2.17 11.905 26.27 0.232 1948.1 267.16 267.91 0.375 40130 5.26
2.25 14.366 24.12 0.231 2017.6 292.19 292.97 0.391 43887 5.47
2.33 9.751 29.65 0.232 2087.2 315.03 315.84 0.404 47315 5.66
2.42 19.902 41.34 0.232 2156.9 343.38 344.22 0.419 51570 5.89
2.50 21.441 45.65 0.234 2226.9 383.38 384.26 0.439 57573 6.21
2.58 24.209 41.34 0.238 2297.7 427.64 428.56 0.458 64215 6.54
2.67 17.134 22.27 0.243 2369.9 467.56 468.51 0.474 70205 6.83
2.75 5.137 9.70 0.246 2443.1 488.38 489.34 0.482 73329 6.99
2.83 4.562 9.12 0.244 2516.6 496.46 497.59 0.562 74554 7.04
2.92 4.562 6.08 0.239 2589.0 503.75 505.10 0.677 75664 7.09
3.00 1.521 1.52 0.235 2660.1 507.81 509.36 0.774 76287 7.12
3.08 0.000 0.00 0.230 2729.7 507.34 508.86 0.763 76215 7.12
3.17 0.000 0.00 0.224 2797.9 505.45 506.88 0.718 75925 7.11
3.25 0.000 0.00 0.219 2864.4 503.65 505.00 0.675 75649 7.09
3.33 0.000 0.00 0.214 2929.4 501.95 503.22 0.635 75388 7.08
3.42 0.000 0.00 0.210 2993.0 500.30 501.53 0.613 75137 7.07
3.50 0.000 0.00 0.205 3055.3 498.70 499.89 0.592 74894 7.06
3.58 0.000 0.00 0.201 3116.3 497.15 498.30 0.572 74659 7.05
3.67 0.000 0.00 0.198 3176.1 495.65 496.75 0.552 74430 7.04
3.75 0.000 0.00 0.194 3234.9 494.19 495.26 0.532 74209 7.03 Pond Storm: 3 hr - 100 yr (Cont) Routing of 3 hr - 100 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 0.000 0.00 0.191 3292.6 492.78 493.81 0.514 73994 7.02
3.92 0.000 0.00 0.188 3349.4 491.41 492.40 0.496 73786 7.01
4.00 0.000 0.00 0.185 3405.2 490.07 491.04 0.482 73584 7.00
4.08 0.000 0.00 0.182 3460.2 488.74 489.71 0.482 73384 6.99
4.17 0.000 0.00 0.179 3514.3 487.42 488.38 0.481 73185 6.98
4.25 0.000 0.00 0.176 3567.6 486.10 487.07 0.481 72988 6.97
4.33 0.000 0.00 0.174 3620.1 484.79 485.75 0.480 72791 6.96
4.42 0.000 0.00 0.172 3672.0 483.49 484.45 0.480 72595 6.95
4.50 0.000 0.00 0.169 3723.1 482.19 483.15 0.480 72400 6.94
4.58 0.000 0.00 0.167 3773.5 480.89 481.85 0.479 72206 6.93
4.67 0.000 0.00 0.165 3823.3 479.60 480.56 0.479 72012 6.93
4.75 0.000 0.00 0.163 3872.5 478.32 479.27 0.478 71820 6.92
4.83 0.000 0.00 0.161 3921.1 477.04 477.99 0.478 71628 6.91
4.92 0.000 0.00 0.159 3969.1 475.77 476.72 0.477 71436 6.90
5.00 0.000 0.00 0.157 4016.6 474.50 475.45 0.477 71246 6.89
5.08 0.000 0.00 0.155 4063.5 473.23 474.18 0.476 71056 6.88
5.17 0.000 0.00 0.154 4109.9 471.97 472.92 0.476 70867 6.87
5.25 0.000 0.00 0.152 4155.7 470.71 471.66 0.475 70678 6.86
5.33 0.000 0.00 0.150 4201.1 469.46 470.41 0.475 70491 6.85
5.42 0.000 0.00 0.149 4246.0 468.21 469.16 0.474 70303 6.84
5.50 0.000 0.00 0.147 4290.5 466.97 467.92 0.474 70117 6.83
5.58 0.000 0.00 0.146 4334.5 465.73 466.68 0.473 69931 6.82
5.67 0.000 0.00 0.145 4378.1 464.49 465.44 0.473 69745 6.81
5.75 0.000 0.00 0.143 4421.3 463.26 464.21 0.472 69560 6.80
5.83 0.000 0.00 0.142 4464.0 462.03 462.98 0.472 69376 6.79
5.92 0.000 0.00 0.141 4506.4 460.81 461.75 0.471 69192 6.79
6.00 0.000 0.00 0.139 4548.4 459.59 460.53 0.471 69009 6.78
6.08 0.000 0.00 0.138 4590.0 458.37 459.31 0.470 68826 6.77
6.17 0.000 0.00 0.137 4631.3 457.15 458.09 0.470 68644 6.76
6.25 0.000 0.00 0.136 4672.2 455.94 456.88 0.469 68462 6.75
6.33 0.000 0.00 0.135 4712.7 454.73 455.67 0.469 68280 6.74
6.42 0.000 0.00 0.134 4753.0 453.53 454.47 0.468 68100 6.73
6.50 0.000 0.00 0.132 4792.9 452.33 453.26 0.468 67919 6.73
6.58 0.000 0.00 0.131 4832.5 451.13 452.06 0.468 67739 6.72
6.67 0.000 0.00 0.130 4871.7 449.93 450.87 0.467 67560 6.71
6.75 0.000 0.00 0.129 4910.7 448.74 449.67 0.467 67381 6.70
6.83 0.000 0.00 0.128 4949.4 447.55 448.48 0.466 67202 6.69
6.92 0.000 0.00 0.127 4987.8 446.36 447.29 0.466 67024 6.68
7.00 0.000 0.00 0.127 5025.9 445.18 446.11 0.465 66846 6.68
7.08 0.000 0.00 0.126 5063.7 444.00 444.93 0.465 66669 6.67
7.17 0.000 0.00 0.125 5101.3 442.82 443.75 0.464 66492 6.66
7.25 0.000 0.00 0.124 5138.6 441.64 442.57 0.464 66316 6.65
7.33 0.000 0.00 0.123 5175.6 440.47 441.39 0.463 66140 6.64
7.42 0.000 0.00 0.122 5212.4 439.30 440.22 0.463 65964 6.63
7.50 0.000 0.00 0.121 5248.9 438.13 439.05 0.462 65789 6.62
7.58 0.000 0.00 0.120 5285.1 436.96 437.89 0.462 65614 6.61
7.67 0.000 0.00 0.120 5321.2 435.80 436.72 0.461 65439 6.60
7.75 0.000 0.00 0.119 5357.0 434.64 435.56 0.461 65265 6.59
7.83 0.000 0.00 0.118 5392.5 433.48 434.40 0.460 65092 6.58
7.92 0.000 0.00 0.117 5427.8 432.33 433.25 0.460 64918 6.57
8.00 0.000 0.00 0.117 5462.9 431.18 432.09 0.459 64745 6.57
8.08 0.000 0.00 0.116
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 6 hr - 100 yr Total Hydrograph in BMP-4 Max outflow: 2.695 cfs initial elev: 0.0 ft
Max elevation in pond: 7.912 ft (from bottom of gravel) Peak flow in: 22.02 cfs Vol-out: 24880 cu-ft Vol in: 107511 cu-ft
Pond Storm: 6 hr - 100 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 1.69 0.00 0.0 0.00 0.000 0 0.000
0.08 1.694 3.73 0.023 3.5 1.66 1.67 0.005 250 0.041
0.17 2.033 4.07 0.943 148.5 4.39 4.42 0.014 661 0.110
0.25 2.033 4.07 0.080 302.0 7.39 7.44 0.024 1112 0.184
0.33 2.033 4.07 0.070 324.5 11.23 11.30 0.036 1690 0.280
0.42 2.033 4.40 0.090 348.5 15.04 15.14 0.048 2263 0.375
0.50 2.372 4.74 0.106 377.9 19.13 19.25 0.061 2878 0.477
0.58 2.372 4.74 0.121 411.9 23.49 23.64 0.075 3535 0.586
0.67 2.372 4.74 0.133 450.0 27.81 27.98 0.089 4184 0.693
0.75 2.372 4.74 0.142 491.2 32.07 32.27 0.103 4826 0.800
0.83 2.372 4.74 0.149 534.8 36.29 36.52 0.116 5461 0.905
0.92 2.372 5.08 0.154 580.2 40.47 40.73 0.129 6090 1.012
1.00 2.711 5.42 0.158 627.0 44.97 45.24 0.138 6766 1.162
1.08 2.711 5.42 0.166 675.5 49.77 50.06 0.147 7487 1.321
1.17 2.711 5.42 0.174 726.6 54.54 54.85 0.156 8204 1.479
1.25 2.711 5.42 0.180 779.7 59.27 59.60 0.166 8916 1.637
1.33 2.711 5.42 0.185 834.5 63.98 64.33 0.175 9623 1.793
1.42 2.711 5.42 0.189 890.7 68.66 69.03 0.184 10326 1.949
1.50 2.711 5.42 0.192 947.8 73.32 73.70 0.191 11026 2.103
1.58 2.711 5.42 0.194 1005.8 77.96 78.35 0.197 11723 2.257
1.67 2.711 5.42 0.196 1064.4 82.58 82.99 0.203 12418 2.411
1.75 2.711 5.42 0.198 1123.5 87.19 87.61 0.210 13110 2.564
1.83 2.711 5.42 0.199 1183.1 91.78 92.21 0.216 13800 2.716
1.92 2.711 5.76 0.200 1243.0 96.36 96.80 0.222 14487 2.868
2.00 3.050 5.76 0.201 1303.3 101.26 101.72 0.229 15223 3.031
2.08 2.711 5.76 0.203 1363.8 106.15 106.62 0.236 15957 3.193
2.17 3.050 6.10 0.204 1424.8 111.02 111.50 0.242 16689 3.354
2.25 3.050 6.10 0.205 1486.1 116.21 116.71 0.249 17468 3.527
2.33 3.050 6.10 0.206 1547.8 121.38 121.89 0.256 18246 3.698
2.42 3.050 6.10 0.208 1609.8 126.54 127.07 0.263 19021 3.870
2.50 3.050 6.10 0.209 1672.3 131.69 132.23 0.268 19794 4.012
2.58 3.050 6.10 0.208 1734.8 136.83 137.37 0.269 20565 4.060
2.67 3.050 6.44 0.204 1796.6 141.98 142.52 0.271 21337 4.112
2.75 3.388 6.78 0.200 1857.1 147.47 148.01 0.273 22161 4.170
2.83 3.388 6.78 0.196 1916.6 153.30 153.85 0.275 23036 4.224
2.92 3.388 6.78 0.193 1975.0 159.13 159.69 0.276 23911 4.277
3.00 3.388 6.78 0.190 2032.5 164.97 165.53 0.278 24787 4.331
3.08 3.388 7.12 0.188 2089.2 170.81 171.37 0.280 25663 4.390
3.17 3.727 7.45 0.185 2145.2 176.99 177.55 0.282 26590 4.450
3.25 3.727 7.45 0.183 2200.4 183.50 184.07 0.285 27568 4.508
3.33 3.727 7.79 0.181 2255.1 190.01 190.59 0.293 28545 4.566
3.42 4.066 8.47 0.179 2309.2 196.83 197.44 0.306 29570 4.632
3.50 4.405 9.15 0.178 2362.8 204.30 204.94 0.319 30694 4.702
3.58 4.744 9.49 0.177 2416.0 212.44 213.10 0.329 31915 4.773
3.67 4.744 9.90 0.176 2468.9 220.90 221.58 0.338 33186 4.849
3.75 5.154 10.31 0.175 2521.4 229.76 230.45 0.346 34515 4.933 Pond Storm: 6 hr - 100 yr (Cont) Routing of 6 hr - 100 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
3.83 5.154 10.72 0.174 2573.8 239.01 239.71 0.354 35904 5.01
3.92 5.565 11.13 0.173 2625.9 248.66 249.38 0.361 37353 5.09
4.00 5.565 11.54 0.173 2677.8 258.70 259.44 0.369 38861 5.19
4.08 5.977 12.36 0.173 2729.7 269.15 269.90 0.376 40428 5.27
4.17 6.388 13.19 0.172 2781.4 280.40 281.17 0.383 42117 5.37
4.25 6.799 14.01 0.172 2833.0 292.46 293.24 0.391 43928 5.47
4.33 7.210 14.83 0.172 2884.7 305.33 306.12 0.399 45859 5.58
4.42 7.622 15.24 0.172 2936.4 319.00 319.81 0.406 47911 5.69
4.50 7.622 15.65 0.173 2988.1 333.07 333.90 0.414 50023 5.80
4.58 8.033 16.48 0.173 3040.0 347.54 348.38 0.421 52194 5.93
4.67 8.444 17.30 0.174 3092.0 362.81 363.67 0.429 54486 6.04
4.75 8.855 17.71 0.174 3144.1 378.89 379.76 0.437 56899 6.17
4.83 8.855 18.12 0.175 3196.4 395.36 396.25 0.444 59371 6.30
4.92 9.267 18.94 0.175 3248.9 412.23 413.14 0.451 61903 6.43
5.00 9.678 21.41 0.176 3301.6 429.91 430.83 0.459 64555 6.56
5.08 11.734 25.52 0.176 3354.4 450.03 450.97 0.467 67575 6.71
5.17 13.790 28.81 0.178 3407.5 474.25 475.21 0.477 71209 6.88
5.25 15.024 31.28 0.179 3461.0 501.45 502.71 0.628 75312 7.08
5.33 16.258 34.57 0.181 3515.0 529.58 532.38 1.399 79646 7.28
5.42 18.314 40.33 0.183 3569.6 559.81 563.79 1.989 84269 7.49
5.50 22.016 28.81 0.185 3624.8 594.93 599.77 2.421 89602 7.73
5.58 6.799 9.85 0.188 3680.7 618.06 623.37 2.655 93107 7.88
5.67 3.050 5.08 0.188 3737.1 622.14 627.53 2.695 93725 7.91
5.75 2.033 3.73 0.187 3793.4 621.47 626.85 2.688 93624 7.91
5.83 1.694 2.71 0.184 3849.0 619.49 624.83 2.669 93324 7.89
5.92 1.017 1.69 0.181 3903.8 616.55 621.84 2.641 92879 7.87
6.00 0.678 0.68 0.179 3957.8 612.68 617.89 2.604 92293 7.84
6.08 0.000 0.00 0.176 4011.0 607.89 613.00 2.556 91567 7.81
6.17 0.000 0.00 0.173 4063.5 602.54 607.54 2.501 90756 7.78
6.25 0.000 0.00 0.171 4115.1 597.30 602.20 2.447 89962 7.75
6.33 0.000 0.00 0.168 4166.0 592.18 596.96 2.391 89186 7.71
6.42 0.000 0.00 0.166 4216.2 587.18 591.85 2.335 88427 7.68
6.50 0.000 0.00 0.164 4265.6 582.29 586.85 2.278 87685 7.65
6.58 0.000 0.00 0.161 4314.4 577.52 581.96 2.221 86962 7.61
6.67 0.000 0.00 0.159 4362.5 572.87 577.20 2.164 86256 7.58
6.75 0.000 0.00 0.157 4410.0 568.35 572.56 2.104 85568 7.55
6.83 0.000 0.00 0.155 4456.9 563.94 568.04 2.046 84898 7.52
6.92 0.000 0.00 0.153 4503.2 559.66 563.64 1.987 84247 7.49
7.00 0.000 0.00 0.152 4548.9 555.51 559.36 1.925 83615 7.46
7.08 0.000 0.00 0.150 4594.1 551.48 555.21 1.864 83001 7.44
7.17 0.000 0.00 0.148 4638.8 547.57 551.18 1.803 82407 7.41
7.25 0.000 0.00 0.146 4683.0 543.81 547.28 1.737 81831 7.38
7.33 0.000 0.00 0.145 4726.6 540.17 543.51 1.673 81276 7.35
7.42 0.000 0.00 0.143 4769.8 536.66 539.88 1.609 80741 7.33
7.50 0.000 0.00 0.142 4812.6 533.36 536.38 1.511 80230 7.31
7.58 0.000 0.00 0.140 4854.9 530.24 533.07 1.419 79748 7.28
7.67 0.000 0.00 0.139 4896.8 527.29 529.96 1.332 79294 7.26
7.75 0.000 0.00 0.138 4938.3 524.52 527.02 1.249 78865 7.25
7.83 0.000 0.00 0.136 4979.4 521.91 524.24 1.169 78461 7.23
7.92 0.000 0.00 0.135 5020.1 519.45 521.63 1.093 78081 7.21
8.00 0.000 0.00 0.134 5060.5 517.14 519.18 1.022 77724 7.19
8.08 0.000 0.00 0.133 5100.5
MODIFIED PULS-DMA-4 page # 1
RESULTS: Routing of 24 hr - 100 yr Total Hydrograph in BMP-4 Max outflow: 3.64 cfs initial elev: 0.0 ft
Max elevation in pond: 8.707 ft (from bottom of gravel) Peak flow in: 7.67 cfs Vol-out: 106388 cu-ft Vol in: 190596 cu-ft
Pond Storm: 24 hr - 100 yr
time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
0.00 0.000 0.41 0.00 0.0 0.00 0.000 0 0.00
0.25 0.414 1.04 0.023 10.4 0.38 0.39 0.004 174 0.03
0.50 0.621 1.24 0.237 127.5 1.14 1.16 0.011 516 0.09
0.75 0.621 1.45 0.075 268.0 2.03 2.07 0.020 921 0.15
1.00 0.828 1.45 0.067 331.9 3.27 3.34 0.032 1487 0.25
1.25 0.621 1.24 0.080 398.3 4.49 4.57 0.043 2039 0.34
1.50 0.621 1.24 0.089 474.4 5.45 5.56 0.053 2478 0.41
1.75 0.621 1.45 0.090 554.7 6.39 6.52 0.062 2905 0.48
2.00 0.828 1.66 0.090 635.8 7.52 7.66 0.073 3416 0.57
2.25 0.828 1.66 0.092 717.7 8.82 8.99 0.085 4008 0.66
2.50 0.828 1.86 0.095 801.6 10.10 10.29 0.098 4587 0.76
2.75 1.035 2.07 0.096 887.5 11.54 11.77 0.112 5246 0.87
3.00 1.035 2.07 0.099 975.3 13.17 13.42 0.128 5982 0.99
3.25 1.035 2.07 0.102 1065.4 14.76 15.04 0.137 6704 1.15
3.50 1.035 2.07 0.106 1159.0 16.33 16.62 0.146 7415 1.31
3.75 1.035 2.28 0.110 1256.3 17.87 18.19 0.155 8114 1.46
4.00 1.242 2.48 0.113 1356.6 19.60 19.93 0.165 8894 1.63
4.25 1.242 2.69 0.116 1459.6 21.50 21.86 0.176 9756 1.82
4.50 1.449 2.90 0.120 1565.6 23.58 23.96 0.188 10697 2.03
4.75 1.449 3.11 0.123 1674.8 25.85 26.24 0.197 11719 2.26
5.00 1.657 2.90 0.127 1787.4 28.29 28.70 0.207 12822 2.50
5.25 1.242 2.69 0.131 1903.6 30.49 30.93 0.216 13820 2.72
5.50 1.449 3.11 0.133 2022.7 32.47 32.92 0.224 14714 2.92
5.75 1.657 3.31 0.134 2143.2 34.84 35.31 0.234 15785 3.15
6.00 1.657 3.52 0.137 2265.3 37.40 37.89 0.244 16939 3.41
6.25 1.864 3.73 0.139 2389.5 40.13 40.64 0.256 18173 3.68
6.50 1.864 3.93 0.142 2516.1 43.04 43.58 0.266 19489 3.97
6.75 2.071 4.14 0.145 2645.3 46.15 46.69 0.270 20889 4.08
7.00 2.071 4.14 0.142 2774.6 49.46 50.00 0.273 22379 4.18
7.25 2.071 4.35 0.140 2901.3 52.76 53.32 0.276 23868 4.27
7.50 2.278 4.76 0.137 3025.7 56.28 56.84 0.280 25451 4.38
7.75 2.485 5.18 0.135 3147.9 60.20 60.77 0.283 27218 4.49
8.00 2.692 5.80 0.133 3268.5 64.51 65.11 0.300 29165 4.61
8.25 3.106 6.21 0.132 3387.8 69.39 70.04 0.325 31373 4.74
8.50 3.106 6.42 0.131 3506.1 74.66 75.34 0.341 33750 4.89
8.75 3.313 6.83 0.131 3624.0 80.11 80.82 0.356 36208 5.03
9.00 3.520 7.45 0.130 3741.4 85.94 86.68 0.369 38839 5.19
9.25 3.934 8.08 0.130 3858.5 92.37 93.13 0.382 41739 5.35
9.50 4.141 8.49 0.130 3975.6 99.40 100.19 0.395 44906 5.53
9.75 4.348 8.90 0.130 4092.8 106.81 107.63 0.408 48248 5.71
10.00 4.555 7.66 0.131 4210.4 114.61 115.45 0.420 51765 5.90
10.25 3.106 6.21 0.131 4328.4 121.15 122.01 0.430 54713 6.05
10.50 3.106 7.25 0.131 4446.5 126.23 127.10 0.437 57000 6.18
10.75 4.141 8.28 0.130 4564.1 132.33 133.22 0.445 59747 6.31
11.00 4.141 8.08 0.130 4681.2 139.44 140.35 0.454 62952 6.48
11.25 3.934 7.87 0.130 4798.2 146.33 147.26 0.463 66056 6.63 Pond Storm: 24 hr - 100 yr (Cont) Routing of 24 hr - 100 yr Total Hydrograph in BMP-4 page # 2 time Inflow, In In+In+1 fn Inf. Vol, F 2S1/At-O1 2S2/At+O2 Outflow, On Volume, S Elevation, h (hr) (cfs) (cfs) (cfs) (ft3) (cfs) (cfs) (cfs) (ft3) (ft-osl)
11.50 3.934 7.45 0.130 4915.1 153.00 153.94 0.471 69060 6.78
11.75 3.520 7.25 0.130 5031.8 159.23 160.19 0.478 71871 6.92
12.00 3.727 9.07 0.129 5148.3 165.10 166.22 0.562 74547 7.04
12.25 5.341 10.95 0.129 5264.4 171.84 173.91 1.036 77793 7.20
12.50 5.606 11.73 0.129 5380.2 179.16 182.53 1.685 81379 7.36
12.75 6.123 12.51 0.129 5496.0 186.54 190.63 2.043 84863 7.52
13.00 6.388 14.05 0.129 5611.9 194.13 198.80 2.334 88408 7.68
13.25 7.658 15.33 0.129 5727.7 202.70 207.92 2.610 92388 7.85
13.50 7.671 12.59 0.129 5843.7 212.03 217.77 2.870 96704 8.04
13.75 4.920 9.85 0.129 5959.9 218.30 224.36 3.028 99600 8.16
14.00 4.933 10.88 0.129 6076.0 221.68 227.90 3.108 101156 8.23
14.25 5.951 11.66 0.128 6191.4 225.90 232.31 3.205 103097 8.30
14.50 5.713 11.44 0.127 6305.9 230.69 237.31 3.310 105300 8.40
14.75 5.725 11.21 0.126 6419.5 235.07 241.88 3.401 107314 8.48
15.00 5.486 10.73 0.125 6532.5 239.07 246.04 3.482 109149 8.55
15.25 5.247 10.26 0.124 6644.7 242.46 249.56 3.548 110704 8.62
15.50 5.008 9.02 0.123 6756.0 245.26 252.47 3.602 111990 8.67
15.75 4.014 8.04 0.122 6866.4 246.78 254.04 3.630 112685 8.70
16.00 4.026 4.85 0.121 6975.8 247.30 254.58 3.640 112923 8.71
16.25 0.828 1.66 0.119 7084.0 244.73 251.91 3.592 111745 8.66
16.50 0.828 1.45 0.118 7190.7 239.18 246.15 3.484 109200 8.55
16.75 0.621 1.24 0.115 7295.3 233.66 240.40 3.372 106662 8.45
17.00 0.621 1.66 0.113 7397.6 228.16 234.67 3.255 104137 8.35
17.25 1.035 2.07 0.110 7497.9 223.30 229.59 3.146 101901 8.26
17.50 1.035 2.07 0.108 7596.2 219.06 225.15 3.047 99948 8.18
17.75 1.035 1.86 0.106 7692.6 215.02 220.92 2.947 98086 8.09
18.00 0.828 1.66 0.104 7787.4 210.99 216.68 2.843 96225 8.02
18.25 0.828 1.66 0.103 7880.5 206.97 212.44 2.733 94367 7.94
18.50 0.828 1.45 0.101 7972.1 203.18 208.43 2.624 92610 7.86
18.75 0.621 1.04 0.099 8062.1 199.41 204.43 2.509 90863 7.78
19.00 0.414 1.04 0.098 8150.7 195.49 200.25 2.380 89041 7.71
19.25 0.621 1.45 0.096 8237.9 191.83 196.33 2.250 87336 7.63
19.50 0.828 1.45 0.095 8323.8 188.82 193.09 2.136 85928 7.56
19.75 0.621 1.04 0.093 8408.3 186.03 190.08 2.022 84625 7.51
20.00 0.414 1.04 0.092 8491.7 183.11 186.88 1.889 83248 7.45
20.25 0.621 1.24 0.091 8574.0 180.45 183.96 1.755 81992 7.39
20.50 0.621 1.24 0.090 8655.3 178.24 181.51 1.635 80944 7.34
20.75 0.621 1.04 0.089 8735.5 176.36 179.30 1.472 80024 7.30
21.00 0.414 1.04 0.088 8814.7 174.61 177.22 1.307 79161 7.26
21.25 0.621 1.04 0.087 8893.2 173.14 175.47 1.164 78437 7.23
21.50 0.414 1.04 0.086 8970.8 171.92 174.00 1.043 77832 7.20
21.75 0.621 1.04 0.085 9047.8 170.90 172.78 0.943 77327 7.18
22.00 0.414 1.04 0.084 9124.0 170.02 171.76 0.870 76901 7.16
22.25 0.621 1.04 0.084 9199.6 169.26 170.89 0.813 76534 7.14
22.50 0.414 0.83 0.083 9274.6 168.61 170.13 0.763 76216 7.12
22.75 0.414 0.83 0.082 9349.1 167.86 169.27 0.707 75853 7.10
23.00 0.414 0.83 0.082 9423.0 167.20 168.52 0.658 75538 7.09
23.25 0.414 0.83 0.081 9496.3 166.62 167.87 0.624 75260 7.07
23.50 0.414 0.83 0.081 9569.1 166.08 167.29 0.602 75009 7.06
23.75 0.414 0.83 0.080 9641.5 165.59 166.75 0.582 74776 7.05
24.00 0.414 0.41 0.080 9713.3 165.13 166.26 0.563 74562 7.04
24.25 0.000 0.00 0.079 9784.7 0.00 0.00 0.000 0 0.00
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Project Specific Water Quality Management Plan
A Template for Projects located within the Santa Ana Watershed Region of Riverside County
Project Title: Sycamore Hills Business Center
Development No: PW19-0769
Design Review/Case No: TBD
Original Date Prepared: July 5, 2019
Revision Date(s): March 5, 2020
Prepared for Compliance with
Regional Board Order No. R8-2010-0033
Template revised June 30, 2016
Contact Information:
Prepared for:
Inland Investments, Inc
Attn: Darrell Butler
1450 Iowa Ave. Suite 220
Riverside, Ca 92507
Prepared by:
REC Consultants, Inc.
2442 Second Avenue
San Diego , Ca 92101
619-232-9200
Preliminary
Final
- 2 -
A Brief Introduction
This Project-Specific WQMP Template for the Santa Ana Region has been prepared to help guide you in documenting compliance for your project. Because this document has been designed to specifically document compliance, you will need to utilize the WQMP Guidance Document as your “how-to” manual to help guide you through this process. Both the Template and Guidance Document go hand -in-hand, and will help facilitate a well prepared Project-Specific WQMP. Below is a flowchart for the layout of this Template that will provide the steps required to document compliance.
Section A
Project and Site
Information
Section B
Optimize Site
Utilization
Section C
Delineate Drainage
Management Areas
(DMAs)
Section G
Source Control
BMPs
Section I
Operation,
Maintenance, and
Funding
Section F
Hydromodification
Section E
Alternative
Compliance
Section D
Implement LID
BMPs
Section H
Construction Plan
Checklist
- 4 -
Table of Contents
Section A: Project and Site Information........................................................................................................ 6 A.1 Maps and Site Plans ............................................................................................................................ 6 A.2 Identify Receiving Waters ................................................................................................................. 10 A.3 Additional Permits/Approvals required for the Project: .................................................................. 11 Section B: Optimize Site Utilization (LID Principles) ................................................................................... 12 Section C: Delineate Drainage Management Areas (DMAs) ....................................................................... 14 Section D: Implement LID BMPs ................................................................................................................. 16 D.1 Infiltration Applicability .................................................................................................................... 16 D.2 Harvest and Use Assessment ............................................................................................................ 17 D.3 Bioretention and Biotreatment Assessment .................................................................................... 20 D.4 Feasibility Assessment Summaries ................................................................................................... 20 D.5 LID BMP Sizing .................................................................................................................................. 21 Section E: Alternative Compliance (LID Waiver Program) .......................................................................... 24 E.1 Identify Pollutants of Concern .......................................................................................................... 25 E.2 Stormwater Credits ........................................................................................................................... 26 E.3 Sizing Criteria ..................................................................................................................................... 26 E.4 Treatment Control BMP Selection .................................................................................................... 27 Section F: Hydromodification ..................................................................................................................... 28 F.1 Hydrologic Conditions of Concern (HCOC) Analysis .......................................................................... 28 F.2 HCOC Mitigation ................................................................................................................................ 29 Section G: Source Control BMPs ................................................................................................................. 30 Section H: Construction Plan Checklist ....................................................................................................... 34 Section I: Operation, Maintenance and Funding ........................................................................................ 35
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List of Tables
Table A.1 Identification of Receiving Waters .............................................................................................. 10 Table A.2 Other Applicable Permits ............................................................................................................ 11 Table C.1 DMA Classifications ..................................................................................................................... 14 Table C.2 Type ‘A’, Self-Treating Areas ....................................................................................................... 14 Table C.3 Type ‘B’, Self-Retaining Areas ..................................................................................................... 14 Table C.4 Type ‘C’, Areas that Drain to Self-Retaining Areas ...................................................................... 15 Table C.5 Type ‘D’, Areas Draining to BMPs ............................................................................................... 15 Table D.1 Infiltration Feasibility .................................................................................................................. 16 Table D.2 LID Prioritization Summary Matrix ............................................................................................. 20 Table D.3 DCV Calculations for LID BMPs ................................................................................................... 21 Table E.1 Potential Pollutants by Land Use Type ........................................................................................ 25 Table E.2 Water Quality Credits .................................................................................................................. 26 Table E.3 Treatment Control BMP Sizing .................................................................................................... 26 Table E.4 Treatment Control BMP Selection .............................................................................................. 27 Table F.1 Hydrologic Conditions of Concern Summary .............................................................................. 28 Table G.1 Permanent and Operational Source Control Measures ............................................................. 30 Table H.1 Construction Plan Cross-reference ............................................................................................. 34
List of Appendices
Appendix 1: Maps and Site Plans ................................................................................................................ 36 Appendix 2: Construction Plans .................................................................................................................. 37 Appendix 3: Soils Information ..................................................................................................................... 38 Appendix 4: Historical Site Conditions ........................................................................................................ 39 Appendix 5: LID Infeasibility ........................................................................................................................ 40 Appendix 6: BMP Design Details ................................................................................................................. 41 Appendix 7: Hydromodification .................................................................................................................. 42 Appendix 8: Source Control ........................................................................................................................ 43 Appendix 9: O&M ....................................................................................................................................... 44 Appendix 10: Educational Materials ......................................................................................................... - 6 -
- 6 -
Section A: Project and Site Information
PROJECT INFORMATION
Type of Project: Industrial
Planning Area: City of Riverside
Community Name: Mission Grove
Development Name: Sycamore Hills Business Center
PROJECT LOCATION
Latitude & Longitude (DMS): 33°55’3.22”N, 117°18’34.75”W Project Watershed and Sub-Watershed: Santa Ana (watershed), Perris Reservoir (subwatershed) Gross Acres: 48.1
APN(s): 263-060-022-7, 263-060-024-9, 263-060-026-1
Map Book and Page No.: Thomas Bros. P. 716
PROJECT CHARACTERISTICS
Proposed or Potential Land Use(s) Business Park
Proposed or Potential SIC Code(s) 5499
Area of Impervious Project Footprint (SF) 1,274,539
Total A rea of proposed Impervious Surfaces within the Project Footprint (SF)/or Replacement
1,274,539
Does the project consist of offsite road improvements? Y N Does the project propose to construct unpaved roads? Y N Is the project part of a larger common plan of development (phased project)? Y N
EXISTING SITE CHARACTERISTICS
Total area of existing Impervious Surfaces within the Project limits Footprint (SF) 0 Is the project located within any MSHCP Criteria Cell? Y N If so, identify the Cell number: N/A
Are there any natural hydrologic features on the project site? Y N Is a Geotechnical Report attached? Y N
If no Geotech. Report, list the NRCS soils type(s) present on the site (A, B, C and/or D) N/A What is the Water Quality Design Storm Depth for the project? 0.60 inches
In existing conditions, the Sycamore Hills Business Center project site is a wetland containing sparse vegetation and various natural channels/discharge points. The existing site is comprised of five (5) drainage management areas (DMAs) and two (2) sub areas which each drain to their respective points of discharge (POD).
The proposed development includes two (2) industrial buildings with associated driveways, walkways, and landscapi ng. In post -development condition, the Sycamore Hills Business Center project site will contain ten (10) drainage management areas (DMAs) and three (3) sub areas as in existing conditions. A detailed post-development conditions description of each DMA is provided in the following paragraphs.
DMA-1 remains undeveloped in post -development conditions. Runoff from DMA -1 overland flows to POD-1. POD -1 is a natural flow path located near the northwestern corner of the project site.POD -1 receives practically no offsite run-on, thus there is no need to preserve or divert any offsite flow.
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DMA-2A, 2C, and 2D consist of the eastern, western and northern side of the proposed western building, parking lot/driveway, and landscape area. Runoff from these areas will first surface flow into Filterras for water quality treatment prior to discharging into an underground detention system. Runoff from the detention system will then discharge to POD-2.
DMA-2B will contain the southern portion of the proposed western building which will overland flow to Basin 2-1. Basin 2-1 is located upstream of Basin 2 -2 and is configured such that detained flows shall be conveyed to POD -2 and overflows from Basin 2 -1 will discharge to Basin 2 -2 for additional detention.
Detained outflows from the underground detention system and the basins will be confluenced at POD-2.
DMA-2E consists of the parking lot in Parcel C loca ted at the North West corner of the site. Parcel C will be dedicated to the City to be used in conjunction with an adjacent trail. This DMA will have a separate Filterra BMP to treat runoff from this parcel. Runoff from the BMP will then discharge to POD-2.
DMA-2F is the self-treating area that will remain undisturbed along the north east side of building B. This area will flow overland to POD-2.
POD-2 is a natural flow path located near the northeast corner of the western development. POD -2 receives a significant and undetermined amount of run -on from the 48” pipe discharging into the property (see exhibits, point 2 -1). This flow will be captured in a 48” pipe that will cross thru the proposed project along the northern parking lot of Building B and will discharge to POD -2. In regards to run-on from the south (see point 2 -2 on the exhibits) run -on will be captured in a proposed brow - ditch/pipe system to be designed at a later phase of this project, and conveyed to POD-2.
DMA 3 will remain undeveloped in existing and proposed development conditions. There are two (2) sub-areas within DMA-3 which will be subject to development. These sub -areas are designated DMA-3A and DMA -3B and a description of these shall be subsequently provided. Runoff from DMA -3 flows to POD-3. Note that POD -3 receives offsite run -on, via stormdrain, from the residential/commercial developments to the south of Alessandro Boulev ard and the surface flow run -on from the adjacent abandoned developed lot.
DMA-3A consists of the southern entrance and southern parking lot of the eastern building. Runoff from DMA-3A shall overland flow to a proposed basin, Basin -3A, for detention and storage. DMA-3B consists of the eastern portion and southwestern portion of the eastern building. Runoff from DMA -3B shall overland flow to a proposed basin, Basin -3B for detention and storage. Detained outflows from Basins 3A and 3B shall confluence at POD-3.
POD-3 is a natural flow path located near the northwestern corner of the eastern development. POD -3 receives run-on from point 3-1. Notice that in this case, the natural conveyance system will be preserved as the natural channel from 3 -1 to POD -3 is an area of no development; consequently, any run -on coming to 3-1 can flow freely to POD -3. It should be mentioned that OFF -S1 represents the discharge of a pipe system into the natural channel, but such discharge and flow path occurs off -site the property until point 3-1 is reached. Note that PODs 3A and 3B are natural flow paths located upstream of POD-3.
DMA-4 consists of the remaining building and parking lot of the eastern development which does not drain to PODs 3A or 3B. Runoff from DMA -4 overland f lows to Basin -4 for detention and treatment.
Runoff from DMA -4 flows to POD -4. POD-4 is a natural flowpath located near the northeast corner of the eastern development.
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DMA-4A contains a small area of pervious landscaping at the north east corner of the site that bypasses the BMPs and drains directly to POD-4.
POD-4 receives a small and undetermined amount of sheet -flow from the adjacent areas that enters to the property at 4-1, 4-2 and 4-3. The runoff from this area located to the east of the property line will be captured by a proposed brow -ditch / pipe system to be designed at a later phase of this project, and conveyed to POD-4.
DMA-5 remains undeveloped in post-development conditions. Runoff from DMA-5 flows to POD-5. POD- 5 is a natural flowpath located near the southeastern corner of the eastern development.
POD-5 receives run-on from multiple sources. All run-on eventually reaching POD-5 will flow thru natural conveyance systems and areas to be preserved, and consequently the project will have n o impact on how this run-on flows. The only exception is the entrance road that must include a culvert designed to convey the run -on from 5 -1 and the little run -off produced by the property area west of the entrance.
This culvert will be designed at a later phase of this project.
Note that the onsite -tributary areas to PODs 1 and 5 will remain undisturbed in developed conditions and thus are considered self -treating. Similarly, the tributary areas to PODs 2 and 3 (not including sub - areas) are also considered self-treating. All other areas drain to a proposed BMP.
The table below provides a summary of the areas of each of the aforementioned DMAs.
DMA Pervious (sf) Impervious (sf) Total (sf) DMA Type POD DMA-1 3,218 - 3,218 A-ST 1
DMA-2A 12,340 18,986 31,236 D-BMP-2A
2 DMA-2B 27,456 227,517 254,973 D-BMP-2B
DMA-2C 6,566 80,222 86,788 D-BMP-2C
DMA-2D 6,028 78,733 84,760 D-BMP-2D
DMA-2E 14,528 31,761 46,289 D-BMP-2E
DMA-2F 16,652 - 16,652 A-ST
DMA-3 270,590 - 270,590 A-ST
3 DMA-3A 11,721 187,121 198,842 D-BMP-3A
DMA-3B 36,880 113,782 150,662 D-BMP-3B
DMA-4 65,423 536,417 601,840 D-BMP-4
4 DMA-4A 8,215 - 8,215 A-ST
DMA-5 347,359 - 347,359 A-ST 5
Total 811,477 1,288,805 2,100,282 - -
Note: ST = Self Treating
- 9 -
Per the site’s geotechnical engineering investigation and working knowledge of poor infiltration characteristics throughout the March JPA area, infiltration was determined to be infeasible for the LID BMP design. Therefore treatment for developed condition’s runoff is to be provided by four (4) standard bioretention basins and one (4) flow based treatment control BMP. BMPs 2B, 3A, 3B, and 4 are standard bioretention basins. BMPs 2A, 2C, 2D, and 2E are Filterra proprietary bioretention treatment con trol BMPs. The model numbers vary by DMA and can be seen in Appendix 6. Filterras were selected due to unavailable footprint for a standard bioretention basin on this steep site.
Pollutant sources are projected to include on -site storm drain inlets, landsc ape/outdoor pesticide use, refuse areas, plazas, sidewalks, loading docks, and parking lots.
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A.1 Maps and Site Plans
When completing your Project-Specific WQMP, include a map o f the local vicinity and existing site. In addition, include all grading, drainage, landscape/plant palette and other pertinent construction plans in Appendix 2. At a minimum, your WQMP Site Plan should include the following:
Drainage Management Areas
Proposed Structural BMPs
Drainage Path
Drainage Infrastructure, Inlets, Overflows
Source Control BMPs
Buildings, Roof Lines, Downspouts
Impervious Surfaces
Standard Labeling
BMP Locations (Lat/Long)
Use your discretion on whether or not you may need to create multiple sheets or can appropriately accommodate these features on one or two sheets. Keep in mind that the Co-Permittee plan reviewer must be able to easily analyze your project utilizing this template and its associated site plans and maps.
A.2 Identify Receiving Waters
Using Table A.1 below, list in order of upstream to downstream, the receiving waters that the project site is tributary to. Continue to fill each row with the Receiving Water’s 303(d) listed impairments (if any), designated beneficial uses, and proximity, if any, to a RA RE beneficial use. Include a map of the receiving waters in Appendix 1.
Table A.1 Identification of Receiving Waters
Receiving Waters EPA Approved 303(d) List Impairments Designated Beneficial Uses
Proximity to RARE
Beneficial Use
Sycamore Creek N/A MUN, REC1, REC2, WARM,
WILD, RARE, SPWN N/A
Santa Ana River,
Reach 3 Copper, Lead, Pathogens AGR, GWR, REC1, REC2,
WARM, WILD, RARE, SPWN N/A
Santa Ana River,
Reach 2 Indicator Bacteria AGR, GWR, REC1, REC2,
WARM, WILD, RARE, SPWN N/A
Santa Ana River,
Reach 1 N/A REC1, REC2, WARM, WILD N/A
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A.3 Additional Permits/Approvals required for the Project:
Table A.2 Other Applicable Permits
Agency Permit Required
State Department of Fish and Game, 1602 Streambed Alteration Agreement Y N State Water Resources Control Board, Clean Water Act (CWA) Section 401 Water Quality Cert. Y N US Army Corps of Engineers, CWA Section 404 Permit Y N US Fish and Wildlife, Endangered Species Act Section 7 Biological Opinion Y N Statewide Construction General Permit Coverage Y N
Statewide Industrial General Permit Coverage – dependent on tenant Y N Western Riverside MSHCP Consistency Approval (e.g., JPR, DBESP) Y N Other (please list in the space below as required)
MJPA New Construction Permit Y N
If yes is answered to any of the questions above, the Co -Permittee may require proof of approval/coverage from those agencies as applicable including documentation of any associated requirements that may affect this Project-Specific WQMP.
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Section B: Optimize Site Utilization (LID Principles)
Review of the information collected in Section ‘A’ will aid in identifying the principal constraints on site design and selection of LID BMPs as well as opportunities to reduce imperviousness and incorporate LID Principles into the site and landscape design. For example, constraints might include impermeable soils, high groundw ater, groundwater pollution or contaminated soils, steep slopes, geotechnical instability, high -intensity land use, heavy pedestrian or vehicular traffic, utility locations or safety concerns. Opportunities might include existing natural areas, low areas, oddly configured or otherwise unbuildable parcels, easements and landscape amenities including open space and buffers (which can double as locations for bioretention BMPs), and differences in elevation (which can provide hydraulic head). Prepare a brief narrative for each of the site optimization strategies described below. This narrative will help you as you proceed with your LID design and explain your design decisions to others.
The 2010 Santa Ana MS4 Permit further requires that LID R etention BMPs ( Infiltration Only or Harvest and Use) be used unless it can be shown that those BMPs are infeasible. Therefore, it is important that your narrative identify and justify if there are any constraints that would prevent the use of those categories of LID BMP s. Similarly, you should also note opportunities that exist which will be utilized during project design. Upon completion of identifying Constraints and Opportunities, include these on your WQMP Site plan in Appendix 1.
Consideration of “highest and best use” of the discharge should also be considered. For example, Lake Elsinore is evaporating faster than runoff from natural precipitation can recharge it. Requiring infiltration of 85% of runoff events for projects tributary to Lake Elsinore would only exa cerbate current water quality problems associated with Pollutant concentration due to lake water evaporation. In cases where rainfall events have low potential to recharge Lake Elsinore (i.e. no hydraulic connection between groundwater to Lake Elsinore, or other factors), requiring infiltration of Urban Runoff from projects is counterproductive to the overall watershed goals. Project proponents, in these cases, would be allowed to discharge Urban Runoff, provided they used equally effective filtration-based BMPs.
- 13 -
Site Optimization
The following questions are based upon Section 3.2 of the WQMP Guidance Document. Review of the WQMP Guidance Document will help you determine how best to optimize your site and subsequently identify opportunities and/or constraints, and document compliance.
Did you identify and preserve existing drainage patterns? If so, how? If not, why? Existing drainage patterns have been identified, and the overall drainage pattern will be preserved. The existing site discharges to Sycamore Creek. The proposed development discharges to Sycamore Creek with pollutant control provided for the 85th percentile 24-hour storm.
Did you identify and protect existing vegetation? If so, how? If not, why? Existing vegetation has been identified as poor and mostly non -existent. Existing vegetation, in locations where appropriate (i.e. perimeter, slopes), will be protected; most all existing sparse vegetation will be improved upon with native, drought-tolerant vegetation.
Did you identify and preserve natural infiltration capacity? If so, how? If not, why? The natural infiltration capacity has been identified as poor per the site -specific geotechnical investigation, which concurs with working knowledge of the soils typically residing within the March JPA jurisdiction. Therefore, natural infiltration capacity is a constraint and preservation is not a feasible measure for the site design.
Did you identify and minimize impervious area? If so, how? If not, why? Proposed impervious area has been limited to provide for essential proposed functions and safety (i.e., building footprint, parking, sidewalk, ADA compliance, etc.). The site will host industrial activities; therefore, paved parking, loading docks, and drive aisles are necessary to support the vehicular traffic required by the proposed function. A large area of the site will remain undeveloped which will minimize impervious areas.
Did you identify and disperse runoff to adjacent pervious areas? If so, how? If not, why? All runoff will be dispersed to BMPs. Insufficient demand for harvest and use is a site constraint, therefore impervious area dispersion was considered as an opportunity for LID BMP design along the site frontage. Existing downgradient pervious areas were identified as opportunities for LID BMP placement, thereby disconnecting impervious area and providing stormwater treatment.
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Section C: Delineate D rainage Management Areas
(DMAs)
Utilizing the procedure in Section 3.3 of the WQMP Guidance Document which discusses the methods of delineating and mapping your project site into individual DMAs, complete Table C.1 below to appropriately categorize the types of classification (e.g., Type A, Type B, etc.) per DMA for your project site. Upon completion of this table , this information will then be used to populate and tabulate the corresponding tables for their respective DMA classifications.
Table C.1 DMA Classifications
DMA Name or ID Surface Type(s)12 Area (Sq. Ft.) DMA Type DMA-1 Landscaping 3,218 A
DMA-2A Mixed 31,236 D
DMA-2B Mixed 254,973 D
DMA-2C Mixed 86,788 D
DMA-2D Mixed 84,760 D
DMA-2E Mixed 46,289 D
DMA-2F Undisturbed 16,652 A
DMA-3 Undisturbed 270,590 A
DMA-3A Mixed 198,842 D
DMA-3B Mixed 150,662 D
DMA-4 Mixed 601,840 D
DMA-4A Landscaping 8,215 A
DMA-5 Undisturbed 347,359 A
1Reference Table 2-1 in the WQMP Guidance Document to populate this column 2If multi-surface provide back-up
Table C.2 Type ‘A’, Self-Treating Areas
DMA Name or ID Area (Sq. Ft.) Stabilization Type Irrigation Type (if any) DMA-1 3,218 Drought Tolerant Landscaping Drip
DMA-2F 16,652 Undisturbed native vegetation n/a
DMA-3 270,590 Undisturbed native vegetation n/a
DMA-4A 8,215 Landscaping Drip
DMA-5 347,359 Undisturbed native vegetation n/a
Table C.3 Type ‘B’, Self-Retaining Areas
Self-Retaining Area
Type ‘C’ DMAs that are draining to the Self -Retaining
Area
DMA
Name/ ID
Post-project
surface type
Area
(square
feet)
Storm
Depth
(inches) DMA Name /
ID
[C] from T able C.4
=
Required Retention Depth
(inches)
[A] [B] [C] [D]
N/A N/A N/A N/A N/A N/A N/A
- 15 -
[𝐷] = [𝐵] +
[𝐵] ∙ [𝐶]
[𝐴]
Table C.4 Type ‘C’, Areas that Drain to Self-Retaining Areas DMA Receiving Self-Retaining DMA
DMA Name/ ID
Area
(square feet)
Post-project
surface type
Impervious
fraction
Product
DMA name /ID
Area (square
feet) Ratio
[A] [B] [C] = [A] x [B] [D] [C]/[D]
N/A N/A N/A N/A N/A N/A N/A N/A
Table C.5 Type ‘D’, Areas Draining to BMPs
DMA Name or ID BMP Name or ID
DMA-2A BMP-2A (Filterra, Model FTIBC0604-C)
DMA-2B BMP-2B (Biofiltration Basin)
DMA-2C BMP-2C (Filterra, Model FTIBC1107-C)
DMA-2D BMP-2D (Filterra, Model FTIBC1107-C)
DMA-2E BMP-2E (Filterra, Model FTIBC0604-C)
DMA-3A BMP-3A (Biofiltration Basin)
DMA-3B BMP-3B (Biofiltration Basin)
DMA-4 BMP-4 (Biofiltration Basin)
Note: More than one drainage management ar ea can drain to a single LID BMP, however, one drainage management area may not drain to more than one BMP.
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Section D: Implement LID BMPs
D.1 Infiltration Applicability
Is there an approved downstream ‘ Highest and Best Use ’ for stormwater runoff (see discussion in Chapter 2.4.4 of the WQMP Guidance Document for further details)? Y N If yes has been checked, Infiltration BMPs shall not be used for the site; proceed to section D.3 If no, continue working through this section to implement your LID BMPs. It is recommended that you contact your Co-Permittee to verify whether or not your project discharges to an approved downstream ‘Highest and Best Use’ feature.
Geotechnical Report
A Geotechnical Report or Phase I Environmental Site Assessment may be required by the Copermittee to confirm present and past site characteristics that may affect the use of Infiltration BMPs. In addition, the Co-Permittee, at their discretion, may not require a geotechnical repo rt for small projects as described in Chapter 2 of the WQMP Guidance Document. If a geotechnical report has been prepared, include it in Appendix 3. In addition, if a Phase I Environmental Site Assessment has been prepared, include it in Appendix 4.
Is this project classified as a small project consistent with the requirements of Chapter 2 of the WQMP Guidance Document? Y N
Infiltration Feasibility
Table D.1 below is meant to provide a simple means of assessing which DMAs on your site support Infiltration BMPs and is discussed in the WQMP Guidance Document in Chapter 2.4.5. Check the appropriate box for each question and then list affected DMAs as applicable. If additional space is needed, add a row below the corresponding answer.
Table D.1 Infiltration Feasibility
Does the project site… YES NO
…have any DMAs with a seasonal high groundwater mark shallower than 10 feet? X
…have any DMAs located within 100 feet of a water supply well? X If Yes, list affected DMAs:
…have any areas identified by the geotechnical report as posing a public safety risk where infiltration of stormwater could have a negative impact?
X
If Yes, list affected DMAs:
…have measured in-situ infiltration rates of less than 1.6 inches / hour? X If Yes, list affected DMAs:
…have significant cut and/or fill conditions that would preclude in -situ testing of infiltration rates at the final infiltration surface?
X
If Yes, list affected DMAs:
…geotechnical report identify other site-specific factors that would preclude effective and safe infiltration? X Describe here:
If you answered “Yes” to any of the questions above for any DMA, Infiltration BMPs should not be used for those DMAs and you should proceed to the assessment for Harvest and Use below.
- 17 -
D.2 Harvest and Use Assessment
Please check what applies:
☐ Reclaimed water will be used for the non-potable water demands for the project. ☐Downstream water rights may be impacted by Harvest and Use as approved by the Regional Board (verify with the Copermittee).
☐The Design Capture Volume will be addressed us ing Infiltration Only BMPs . In such a case, Harvest and Use BMPs are still encourage d, but it would not be required if the Design Capture Volume will be infiltrated or evapotranspired.
If any of the above boxes have been checked, Harvest and Use BMPs need not be assessed for the site. If none of the above criteria applies, follow the steps below to assess the feasibility of irrigation use, toilet use and other non-potable uses (e.g., industrial use).
Irrigation Use Feasibility
Complete the following steps to determine the feasibility of harvesting stormwater runoff for Irrigation Use BMPs on your site:
Step 1: Identify the total area of irrigated landscape on the site, and the type of landscaping used.
Total Area of Irrigated Landscape: 3.58 ac
Type of Landscaping (Conservation Design or Active Turf): Conservation Design Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for irrigation use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.
Total Area of Impervious Surfaces: 29.6 ac
Step 3: Cross reference the Design Storm depth for the project site (see Exhibit A of the WQMP Guidance Document ) with the left column of Table 2-3 in Chapter 2 to determine the minimum area of Effective Irrigated Area per Tributary Impervious Area (EIATIA).
Enter your EIATIA factor: 0.77
Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum irrigated area that would be required.
Minimum required irrigated area: 22.8ac
Step 5: Determine if harvesting stormwater runoff for irrigation use is feasible for the project by comparing the total area of irrigated landscape ( Step 1) to the minimum required irrigated area (Step 4).
Minimum required irrigated area (Step 4) Available Irrigated Landscape (Step 1)
22.8ac 3.58ac
- 18 -
Toilet Use Feasibility
Complete the following steps to determine the feasibility of harvesting stormwater runoff for toilet flushing uses on your site:
Step 1: Identify the projected total number of daily toilet users durin g the wet season, and account for any periodic shut downs or other lapses in occupancy:
Projected Number of Daily Toilet Users: 211
Project Type: Retail/Office Commercial
Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasi bly captured and stored for toilet use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.
Total Area of Impervious Surfaces: 29.6ac
Step 3: Enter the Design Storm depth for the project site (see Exhibit A) into the left column of Table 2-2 in Chapter 2 to determine the minimum number or toilet users per tributary impervious acre (TUTIA).
Enter your TUTIA factor: 171
Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum number of toilet users that would be required.
Minimum number of toilet users: 5062
Step 5: Determine if harvesting stormwater runoff for toilet flushing use is feasible for the project by comparing the Number of Daily Toilet Users ( Step 1) to the minimum required number of toilet users (Step 4).
Minimum required Toilet Users (Step 4) Projected number of toilet users (Step 1) 5062 211
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Other Non-Potable Use Feasibility
Are there other non -potable uses for stormwater runoff on the site (e.g. industrial use)? See Chapter 2 of the Guidance for further information. If yes, describe below. If no, write N/A.
N/A
Step 1: Identify the projected average daily non -potable demand, in gallons per day, during the wet season and accounting for any periodic shut downs or other lapses in occupancy or operation.
Average Daily Demand: N/A
Step 2: Identify the planned total of all impervious areas on the proposed project from which runoff might be feasibly captured and stored for the identified non -potable use. Depending on the configuration of buildings and other impervious areas on the site, you may consider the site as a whole, or parts of the site, to evaluate reasonable scenarios for capturing and storing runoff and directing the stored runoff to the potential use(s) identified in Step 1 above.
Total Area of Impervious Surfaces: N/A
Step 3: Enter the Design Storm depth for the project site (see Exhibit A) into the left column of Table 2-4 in Chapter 2 to determine the minimum demand for non-potable uses per tributary impervious acre.
Enter the factor from Table 2-4: N/A
Step 4: Multiply the unit value obtained from Step 3 by the total of impervious areas from Step 2 to develop the minimum number of gallons per day of non-potable use that would be required.
Minimum required use: N/AStep 5: Determine if harvesting stormwater runoff for other non-potable use is feasible for the project by comparing the projected average daily use (Step 1) to the minimum required non-potable use (Step 4).
Minimum required non-potable use (Step 4) Projected average daily use (Step 1)
N/A N/A
If Irrigation, Toilet and Other Use feasibility anticipated demands are less than the applicable minimum values, Harvest and Use BMPs are not required and you should proceed to utilize LID Bioretention and Biotreatment per Section 3.4.2 of the WQMP Guidance Document.
- 20 -
D.3 Bioretention and Biotreatment Assessment
Other LID Bioretention and Biotreatment BMPs as described in Chapter 2.4.7 of the WQMP Guidance Document are feasible on nearly all development sites with sufficient advance planning.
Select one of the following:
☒ LID Bioretention/Biotreatment BMPs will be used for some or all DMAs of the project as noted below in Section D.4 (note the requirements of Section 3.4.2 in the WQMP Guidance Document).
☐ A site -specific analysis demonstrating the technical infeasibility of all LID BMPs has been performed and is included in Appendix 5. If you plan to submit an analysis demonstrating the technical infeasibility of LID BMPs, request a pre -submittal meeting wi th the Copermittee to discuss this option. Proceed to Section E to document your alternative compliance measures.
D.4 Feasibility Assessment Summaries
From the Infiltration, Harvest and Use , Bioretention and Biotreatment Sections above, complete Table D.2 bel ow to summarize which LID BMP s are technically feasible, and which are not , based upon the established hierarchy.
Table D.2 LID Prioritization Summary Matrix
DMA
Name/ID
LID BMP Hierarchy No LID
(Alternative
Compliance) 1. Infiltration 2. Harvest and use 3. Bioretention 4. Biotreatment BMP-2A
BMP-2B
BMP-3A
BMP-3B
BMP-4
For those DMAs where LID BMPs are not feasible, provide a brief narrative below summarizing why they are not feasible , include your technical infeasibility criteria in Appendix 5 , and p roceed to Section E below to document Alternative Compliance measures for those DMAs. Recall that each proposed DMA must pass through the LID BMP hierarchy before alternative compliance measures may be considered.
- 21 -
D.5 LID BMP Sizing
Each LID BMP must be designed to ensure that the Design Capture Volume will be addressed by the selected BMPs. First, calculate the Design Capture Volume for each LID BMP using the VBMP worksheet in Appendix F of the LID BMP Design Handbook. Second, design the LID BMP to meet the required V BMP using a method approved by the Copermittee. Utilize the worksheets found in the LID BMP Design Handbook or consult with your Copermittee to assist you in correctly sizing your LID BMPs . Complete Table D.3 below to document the Design Capture Volume and the Proposed Volume for each LID BMP .
Provide the completed design procedure sheets for each LID BMP in Appendix 6. You may add additional rows to the table below as needed.
Table D.3 DCV Calculations for LID BMPs
DMA
Type/ID
DMA
Area
(square
feet)
Post-Project
Surface Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
BMP-2A (Filterra)
[A] [B] [C] [A] x [C]
2A-IMP 18,986 Concrete or
Asphalt 1 0.89 16,936
Design
Storm
Intensity
(in/hr)
Minimum
Design Flow
Rate (cfs)
Proposed
Flow on
Plans
(cfs)
2A-PER 12,340 Ornamental
Landscaping 0.1 0.11 1,363
AT=
31,236 Σ= 18,299 0.20 0.1
[B], [C] is obtained as described in Section 2.3.1 of the WQMP Guidance Document [E] is obtained from Exhibit A in the WQMP Guidance Document [G] is obtained from a design procedure sheet, such as in LID BMP Design Handbook and placed in Appendix 6
DMA
Type/ID
DMA
Area
(square
feet)
Post-Project
Surface Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
BMP-2B (Bioretention Basins 1 & 2)
[A] [B] [C] [A] x [C]
2B-IMP 227,517
Concrete,
Asphalt, or
roof
1 0.89 202,945
Design
Storm
Depth
(in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume
on Plans
(cubic
feet)
2B-PER 27,456 Ornamental
Landscaping 0.1 0.11 3,033
AT =
254,973
Σ=
205,978 0.60 10,316 11,818
- 22 -
DMA
Type/ID
DMA
Area
(square
feet)
Post-Project
Surface Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
BMP-2C (Filterra)
[A] [B] [C] [A] x [C]
2C-IMP 80,222
Concrete,
Asphalt, or
roof
1 0.89 71558
Design
Storm
Intensi
ty
(in/hr)
Minimum
Design Flow
Rate (cfs)
Proposed
Flow on
Plans
(cfs)
2C-PER 6,566 Ornamental
Landscaping 0.1 0.11 725.3
AT =
86,788
Σ=
72283.3 0.2 0.3
DMA
Type/ID
DMA
Area
(square
feet)
Post-Project
Surface Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
BMP-2D (Filterra)
[A] [B] [C] [A] x [C]
2D-IMP 78,733 Concrete or
Asphalt 1 0.89 70,229.8
Design
Storm
Intensity
(in/hr)
Minimum
Design Flow
Rate (cfs)
Proposed
Flow on
Plans
(cfs)
2D-PER 26,619 Ornamental
Landscaping 0.1 0.11 665.8
AT =
84,761 Σ= 70,896 0.20 0.3 10,449
DMA
Type/ID
DMA
Area
(square
feet)
Post-Project
Surface Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
BMP-2E (Filterra)
[A] [B] [C] [A] x [C]
2E-IMP 31,761 Concrete or
Asphalt 1 0.89 28,330.8
Design
Storm
Intensity
(in/hr)
Minimum
Design Flow
Rate (cfs)
Proposed
Flow on
Plans
(cfs)
2E-PER 14,528 Ornamental
Landscaping 0.11 0.1 1,604.7
AT =
46,289
Σ=
29,935.5 0.20 0.1
- 23 -
DMA
Type/ID
DMA
Area
(square
feet)
Post-Project
Surface Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
BMP-3A (Bioretention Basin)
[A] [B] [C] [A] x [C]
3A-IMP 187,121 Concrete or
Asphalt 1 0.89 166,912
Design
Storm
Depth
(in)
Design
Capture
Volume,
VBMP (cubic
feet)
Proposed
Volume
on Plans
(cubic
feet)
3A-PER 11,721 Ornamental
Landscaping 0.1 0.1 1,294.7
AT =
198,842
Σ=
168.207 0.60 8,424 12,163
DMA
Type/ID
DMA
Area
(square
feet)
Post-Project
Surface Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
BMP-3B (Bioretention Basin)
[A] [B] [C] [A] x [C]
3B-IMP 113,782 Concrete or
Asphalt 1 0.89 101,494
Design
Storm
Depth
(in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume
on Plans
(cubic
feet)
3B-PER 36,880 Ornamental
Landscaping 0.1 0.11 4,073.7
AT =
150,662
Σ=
105,567 0.60 5,287.2 15,876
DMA
Type/ID
DMA
Area
(square
feet)
Post-Project
Surface Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Areas x
Runoff
Factor
BMP-4 (Bioretention Basin)
[A] [B] [C] [A] x [C]
4-IMP 536,417 Concrete or
Asphalt 1 0.89 478,484
Design
Storm
Depth
(in)
Design Capture
Volume, VBMP
(cubic feet)
Proposed
Volume
on Plans
(cubic
feet)
4-PER 65,423 Ornamental
Landscaping 0.1 0.11 7,226.5
AT =
601,840
Σ=
485,711 0.60 24,326 27,432
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Section E: Alternative Compliance (LID Waiver Program)
LID BMPs are expected to be feasible on virtually all projects. Where LID BMPs have been demonstrated to be infeasible as documented in Section D, other Treatment Control BMPs must be used (subject to LID waiver approval by the Copermittee). Check one of the following Boxes:
☒ LID Principles and LID BMPs have been incorporated into the site design to fully address all Drainage Management Areas. No alternative compliance measure s are required for this project and thus this Section is not required to be completed.
- Or -
☐ The following Drainage Management Areas are unable to be addressed using LID BMPs. A site-specific analysis demonstrating technical infeasibility of LID BMPs has been approved by the Co-Permittee and included in Appendix 5 . Additionally, no downstream regional and/or sub - regional LID BMPs exist or are available for use by the project . The following alternative compliance measures on the following pages are being implemented to ensure that any pollutant loads expected to be discharged by not incorporating LID BMPs, are fully mitigated.
Please note that DMAs 2A, 2C, 2D, & 2E will be treated by proprietary Filterra Biotreatment BMPs. Flows will first flow into the Filterras for treatment prior to flowing to an underground storage unit consisting of a series of arch pipes. Outflow from the underground storage tanks will then be piped to POD -2. The underground storage has been designed to comply with JPA and County design capture volume requirements.
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E.1 Identify Pollutants of Concern
Utilizing Table A.1 from Section A above which noted your project’s receiving waters and their associated EPA approved 303(d) listed impairments, cross reference this information with that of your selected Priority Development Project Category in Table E.1 below. If the identified General Pollutant Categories are the same as those listed for your receiving waters, then t hese will be your Pollutants of Concern and the appropriate bo x or boxes will be checked on the last row. The purpose of this is to document compliance and to help you appropriately plan for mitigating your Pollutants of Concern in lieu of implementing LID BMPs.
Table E.1 Potential Pollutants by Land Use Type
Priority Development
Project Categories and/or
Project Features (check those
that apply)
General Pollutant Categories
Bacterial
Indicators Metals Nutrients Pesticides
Toxic
Organic
Compounds
Sediments Trash &
Debris
Oil &
Grease
Detached Residential
Development P N P P N P P P
Attached Residential
Development P N P P N P P P(2)
Commercial/Industrial
Development P(3) P P(1) P(1) P(5) P(1) P P
Automotive Repair
Shops N P N N P(4, 5) N P P
Restaurants
(>5,000 ft2) P N N N N N P P
Hillside Development
(>5,000 ft2) P N P P N P P P
Parking Lots
(>5,000 ft2) P(6) P P(1) P(1) P(4) P(1) P P
Retail Gasoline Outlets N P N N P N P P
Project Priority Pollutant(s)
of Concern
P = Potential
N = Not Potential
(1) A potential Pollutant if non-native landscaping exists or is proposed onsite; otherwise not expected (2) A potential Pollutant if the project includes uncovered parking areas; otherwise not expected (3) A potential Pollutant is land use involving animal waste (4) Specifically petroleum hydrocarbons
(5) Specifically solvents
(6) Bacterial indicators are routinely detected in pavement runoff
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E.2 Stormwater Credits
Projects that cannot implement LID BMPs but nevertheless implement smart growth principles are potentially eligible for Stormwater Credits. Utilize Table 3 -8 within the WQMP Guidan ce Document to identify your Project Category and its associated Water Quality Credit. If not applicable, write N/A.
Table E.2 Water Quality Credits
Qualifying Project Categories Credit Percentage2
N/A N/A
Total Credit Percentage1
1Cannot Exceed 50%
2Obtain corresponding data from Table 3-8 in the WQMP Guidance Document
E.3 Sizing Criteria
After you appropriately considered Stormwater Credits for your project, utilize Table E.3 below to appropriately size them to the DCV, or Design Flow Rate, as applicable. Please reference Chapter 3.5.2 of the WQMP Guidance Document for further information.
Table E.3 Treatment Control BMP Sizing
DMA
Type/ID
DMA
Area
(square
feet)
Post-
Project
Surface
Type
Effective
Impervious
Fraction, If
DMA
Runoff
Factor
DMA
Area x
Runoff
Factor
Enter BMP Name / Identifier Here
[A] [B] [C] [A] x [C]
N/A N/A N/A N/A N/A N/A
Design
Storm
Depth
(in)
Minimum
Design
Capture
Volume or
Design Flow
Rate (cubic
feet or cfs)
Total Storm
Water
Credit %
Reduction
Proposed
Volume
or Flow
on Plans
(cubic
feet or
cfs)
AT =
Σ[A] Σ= [D] [E] [F] = [D]x[E]
[G] [F] X (1-[H]) [I]
[B], [C] is obtained as described in Section 2.3.1 from the WQMP Guidance Document [E] is for Flow-Based Treatment Control BMPs [E] = .2, for Volume -Based Control Treatment BMPs, [E] obtained from Exhibit A in the WQMP Guidance Document
[G] is for Flow-Based Treatment Control BMPs [G] = 43,560, for Volume-Based Control Treatment BMPs, [G] = 12 [H] is from the Total Credit Percentage as Calculated from Table E.2 above [I] as obtained from a design procedure sheet from the BMP manufacturer and should be included in Appendix 6
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E.4 Treatment Control BMP Selection
Treatment Control BMPs typically provide proprietary treatment mechanisms to treat potential pollutants in runoff, but do not sustain significant biological processes. Treatment Control BMPs must have a removal efficiency of a medium or high effectiveness as quantified below:
High: equal to or greater than 80% removal efficiency Medium: between 40% and 80% removal efficiency
Such removal efficiency documentation (e.g., studies, reports, etc.) as further discussed in Chapter 3.5.2 of the WQMP Guidance Document, must be included in Appendix 6. In addition, ensure that proposed Treatment Control BMPs are properly identified on the WQMP Site Plan in Appendix 1.
Table E.4 Treatment Control BMP Selection
Selected Treatment Control BMP
Name or ID1
Priority Pollutant (s) of
Concern to Mitigate2
Removal Efficiency
Percentage3
N/A N/A N/A
1 Treatment Control BMPs must not be constructed within Receiving Waters. In addition, a proposed Treatment Control BMP may be listed more than once if they possess more than one qualifying pollutant removal efficiency. 2 Cross Reference Table E.1 above to populate this column. 3 As documented in a Co-Permittee Approved Study and provided in Appendix 6.
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Section F: Hydromodification
F.1 Hydrologic Conditions of Concern (HCOC) Analysis
Once you have determined that the LID design is adequate to address water quality requirements, you will need to assess if the proposed LID Design may still create a HCOC. Review Chapters 2 and 3 (including Figure 3-7) of the WQMP Guidance Document to determine if your project must mitigate for Hydromodification impacts. If your project meets one of the following criteria which will be indicated by the check boxes below, you do not need to address Hydromodification at this time. However, if the project does not qualify for Exemptions 1, 2 or 3, then additional measures must be added to the design to comply with HCOC criteria. This is discussed in further detail below in Section F.2.
HCOC EXEMPTION 1: The Priority Development Project disturbs less than one acre. The Copermittee has the discretion to require a Project-Specific WQMP to address HCOCs on projects less than one acre on a case by case basis. The disturbed area calculation should include all disturbances associated with larger common plans of development.
Does the project qualify for this HCOC Exemption? Y N If Yes, HCOC criteria do not apply.
HCOC EXEMPTION 2: The volume and time of concentration 1 of storm water runoff for the post - development condition is not significantly different from the pre-development condition for a 2-year return frequency storm (a difference of 5% or less is considered insignificant ) using one of the following methods to calculate:
Riverside County Hydrology Manual
Technical Release 55 (TR -55): Urban Hydrology for Small Watersheds (NRCS 1986), or derivatives thereof, such as the Santa Barbara Urban Hydrograph Method Other methods acceptable to the Co-Permittee
Does the project qualify for this HCOC Exemption? Y N If Yes, report result s in Table F.1 below and provide your substantiated hydrologic analysis in Appendix 7.
Table F.1 Hydrologic Conditions of Concern Summary
2 year – 24 hour
Pre-condition Post-condition % Difference
Time of
Concentration
N/A N/A N/A
Volume (Cubic Feet) N/A N/A N/A
1 Time of concentration is defined as the time after the beginning of the rainfall when all portions of the drainage basin are contributing to flow at the outlet.
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HCOC EXEMPTION 3: All downstream conveyance channels to an adequate sump (for example, Prado Dam, Lake Elsinore, Canyon Lake, Santa Ana River, or other lake, reservoir or naturally erosion resistant feature) that will receive runoff from the project are engineered and regularly maintained to ensure design flow capacity; no sensitive stream habitat areas will be adversely affected; or are not identified on the Co -Permittees Hydromodification Susceptibility Maps.
Does the project qualify for this HCOC Exemption? Y N If Yes, HCOC criteria do not apply and note below which adequate sump applies to this HCOC qualifier:
N/A
F.2 HCOC Mitigation
If none of the above HCOC Exemption Criteria are applicable, HCOC criteria is considered mitigated if they meet one of the following conditions:
a. Additional LID BMPS are implemented onsite or offsite to mitigate potential erosion or habitat impacts as a result of HCOCs. T his can be conducted by an evaluation of site-specific conditions utilizing accepted professional methodologies published by entities such as the California Stormwater Quality Association (CASQA), the Southern California Coastal Water Research Project (SCC RWP), or other Co -Permittee approved methodologies for site-specific HCOC analysis.
b. The project is developed consistent with an approved Watershed Action Plan that addresses HCOC in Receiving Waters.
c. Mimicking the pre -development hydrograph with the post -development hydrograph, for a 2 - year return frequency storm. Generally, the hydrologic conditions of concern are not significant, if the post -development hydrograph is no more than 10% greater than pre - development hydrograph. In cases where excess volume cannot be infiltrated or captured and reused, discharge from the site must be limited to a flow rate no greater than 110% of the pre- development 2-year peak flow.
Be sure to include all pertinent documentation used in your analysis of the items a, b or c in Appendix 7.
The subject development is not seeking any of t he aforementioned Hydrologic Conditions of Concern (HCOC) exemptions. The proposed BMPs and storm drain systems have been designed to mitigate the HCOC conditions by matching (or reducing) the flowrates within the post -development hydrograph with the pre -development hydrographs peak rates for the 2 -yr, 24-hr storm event, per the mitigation criteria F.2.c above. For further details, please refer to the Hydromodification Management Plan (HMP) documentation included under this WQMP in Appendix 7.
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Section G: Source Control BMPs
Source control BMPs include permanent, structural features that may be required in your project plans — such as roofs over and berms around trash and recycling areas — and Operational BMPs, such as regular sweeping and “housekeeping” , that must be implemented by the site’s occupant or user. The MEP standard typically requires both types of BMPs. In general, Operational BMPs cannot be substituted for a feasible and effective permanent BMP. Using the Pollutant Sources/Source Control Checklist in Appendix 8, review the following procedure to specify Source Control BMPs for your site:
1. Identify Pollutant Sources : Review Column 1 in the Pollutant Sources/Source Control Checklist .
Check off the potential sources of Pollutants that apply to your site.
2. Note Locations on Project -Specific WQMP Exhibit : Note the corresponding requirements listed in Column 2 of the Pollutant Sources/Source Control Chec klist. Show the location of each Pollutant source and each permanent Source Control BMP in your Project -Specific WQMP Exhibit located in Appendix 1.
3. Prepare a Table and Narrative : Check off the corresponding requirements listed in Column 3 in the Pollutant Sources/Source Control Checklist. In the left column of Table G.1 below, list each potential source of runoff Pollutants on your site (from those that you checked in the Pollutant Sources/Source Control Checklist ). In the middle column, list the corresponding permanent, Structural Source Control BMPs (from Columns 2 and 3 of the Pollutant Sources/Source Control Checklist) used to prevent Pollutants from entering runoff. Add additional narrative in this column that explains any special features, materials or methods of construction that will be used to implement these permanent, Structural Source Control BMPs.
4. Identify Operational Source Control BMPs: To complete your table, refer once again to the Pollutant Sources/Source Control Checklist . List in the right column of your table the Operational BMPs that should be implemented as long as the anticipated activities con tinue at the site. Copermittee stormwater ordinances require that applicable Source Control BMPs be implemented; the same BMPs may also be required as a condition of a use permit or other revocable Discretionary App roval for use of the site.
Table G.1 Permanent and Operational Source Control Measures Potential Sources of Runoff
pollutants
Permanent Structural Source
Control BMPs
Operational Source Control BMPs
On site storm drain inlets Mark all inlets with the words “Only Rain Down the Storm
Drain” or similar. Catch Basin
Markers may be available from
the Riverside County Flood
Control and Water Conservation
District, call 951.955.1200 to
verify.
Maintain and periodic ally repaint or
replace inlet markings.
Provide stormwater pollution prevention
information to new site owners, lessees,
or operators.
See applicable operational BMPs in Fac t
Sheet SC-44, “Drainage System
Maintenance,” in the CASQA Stormwater
Quality Handbooks at
www.cabmphandbooks.com
Include the following in lease
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agreements: “Tenant shall not allow
anyone to discharge anything to storm
drains or to store or deposit materials so
as to create a potential discharge to
storm drain.”
Interior floor drains Interior floor drains shall be
plumbed to sanitary sewer.
Inspect and maintain drains to prevent
blockages and overflow.
Need for future indoor & structural
pest control
Building design features including
sealants barriers and fully closing
windows and doors have been
included to discourage entry of
pests.
Integrated Pest Management
information to be provided to owners,
lessees, and operators.
Landscape/outdoor pesticide use Final Landscape Plans will accomplish the following:
Preserve existing native trees,
shrubs, and ground cover to the
maximum extent possible.
Design landscaping to minimize
irrigation and runoff, to promote
surface infiltration where
appropriate, and to minimize the
use of fertilizers and pesticides
that can contribute to stormwater
pollution.
Where landscaped areas are used
to retain or detain stormwater,
specify plants that are tolerant of
saturated soil conditions.
Consider using pest -resistant
plants, especially adjacent to
hardscape.
To insure successful
establishment, select plants
appropriate to site soils, slopes,
climate, sun, wind, rain, land use,
air movement, ecological
consistency, and plant
interactions.
Maintain landscaping using minimum or
no pesticides.
Prevent erosion of slopes by planting
fast-growing, dense ground covering
plants.
Plant native vegetation to reduce the
amount of water, fertilizers, and
pesticides applied to the landscape.
Do not overwater. Use irrigation
practices such as drip irrigation, soaker
hoses or micro -spray systems.
Periodically inspect and fix leaks and
misdirected sprinklers.
Do not rake or blow leaves, clippings, or
pruning waste into the street, gutter, or
storm drain. Instead, dispose of green
waste by composting, hauling it to a
permitted landfill, or recycling it through
your City’s program.
Integrated Pest Management
information to be provided to owners,
lessees, and operators.
Refuse areas Site design features dumpster
enclosures.
Signs will be posted on or near
dumpsters with the words “Do
not dump hazardous materials
here” or similar.
Periodic inspections for leaky, overfilled,
uncovered, or other problematic
conditions will occur. Corr ective action
will be made upon detection, as
circumstances permit.
Dumping of liquid or hazardous wastes
will be prohibited.
Spill control materials will be available
on-site.
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All wastes to properly stored and
disposed of in accordance with all
applicable Local, State and Federal
regulations
Industrial Processes All process activities to be
performed indoors. N o processes
to drain to exterior or to sto rm
drain system.
All process activities to be
performed indoors. No
processes to drain to exterior
or to storm drain system.
See Fact Sheet SC-10, “Non-
Stormwater Discharges” in the
CASQA Stormwater Quality
Handbooks at
www.cabmphandbooks.com
See the brochure “Industrial &
Commercial Facilities Best
Management Practices for:
Industrial, Commercial
Facilities” at
http://rcflood.org/stormwater/
Loading Docks Maintain in a clean and orderly
fashion
Move loaded and unloaded items
indoors as soon as possible.
See Fact Sheet SC-30, “Outdoor Loadin g
and Unloading,” in the CASQ A
Stormwater Quality Handbook s at
www.cabmphandbooks.com
Fire Sprinkler Test Water Provide a means to drain fire sprinkler test water to the sanitary
sewer.
See the note in Fact Sheet SC-41,
“Building and Grounds Maintenance,” in
the CASQA Stormwater Quality
Handbooks at
www.cabmphandbooks.com
Miscellaneous Drain o r Wash
Water or Other Sources
Boiler drain lines Condensate
drain lines Rooftop
equipment Drainage sumps
Roofing, gutters, and
trim.
Other sources
Boiler drain lines shall be
directly or indirectly connected
to the sanitary sewer system
and may not discharge to the
storm drain system.
Condensate drain lines may
discharge to landscaped areas if
the flow is small enough that
runoff will not occur. Condensate
drain lines may not discharge to
the storm drain
Rooftop equipment with
potential to produce pollutants
shall be roofed and/or have
secondary
Any drainage sumps on-site
shall feature a sediment sump
to reduce pumped water.
Inspect periodically to verify that
equipment is not leaking or discharging
to the storm drain system
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Roofing, gutters, and trim made
out of unprotected metals that
may leach into runoff have been
avoided.
Plazas, Sidewalks, and Parking
Lots
Maintain in a clean and orderly
fashion
Sweep plazas, sidewalks, and parking
lots regularly to prevent accumulation of
litter and debris. Collect debris from
pressure washing to prevent entry into
the storm drain system. Collect
washwater containing any c leaning
agent or degreaser and discharge to the
sanitary sewer not to the storm drain.
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Section H: Construction Plan Checklist
Populate Table H.1 below to assist the plan checker in an expeditious review of your project. The first two columns will contain inform ation that was prepared in previous steps, while the last column will be populated with the corresponding plan sheets. This table is to be completed with the submittal of your final Project-Specific WQMP.
Table H.1 Construction Plan Cross-reference
BMP No. or
ID BMP Identifier and Description Corresponding Plan Sheet(s) BMP Location (Lat/Long) BMP-2A Filterra (FTIBC0604-C)
Proprietary Bioretention BMP
Sheet 2 of Preliminary
Grading Plan
33°55'12"N
117°18'49"W
BMP-2B
Bioretention Basin
2 Hydraulically Connected
Basins
6” Ponding Depth
12” Gravel Layer
36” Engineered Soil Layer
Sheet 2 of Preliminary
Grading Plan
33°55'6.25"N
117°18'42.71"W
BMP-2C Filterra (FTIBC1107-C)
Proprietary Bioretention BMP
Sheet 2 of Preliminary
Grading Plan
33°55'12"N
117°18'44"W
BMP-2D Filterra (FTIBC1107-C)
Proprietary Bioretention BMP
Sheet 2 of Preliminary
Grading Plan
33°55'12"N
117°18'40"W
BMP-2E Filterra (FTIBC0604-C)
Proprietary Bioretention BMP
Sheet 2 of Preliminary
Grading Plan
33°55'13"N
117°18'41"W
BMP-3A
Bioretention Basin
6” Ponding Depth
12” Gravel Layer
36” Engineered Soil Layer
Sheet 3 of Preliminary
Grading Plan
33°55'5.70"N
117°18'33.42"W
BMP-3B
Bioretention Basin
6” Ponding Depth
12” Gravel Layer
24” Engineered Soil Layer
Sheet 5 of Preliminary
Grading Plan
33°55'1.70"N
117°18'33.28"W
BMP-4
Bioretention Basin
6” Ponding Depth
12” Gravel Layer
36” Engineered Soil Layer
Sheet 3 of Preliminary
Grading Plan
33°55'10.32"N
117°18'28.95"W
Note that the updated table — or Construction Plan WQMP Checklist — is only a reference tool to facilitate an easy comparison of the construction plans to your Project -Specific WQMP. Co -Permittee staff can advise you regarding the process required to propose changes to the approved Project-Specific WQMP.
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Section I: Operation, Maintenance and Funding
The Copermittee will periodically verify that Stormwater BMPs on your site are maintained and continue to operate as designed. To make this possible, your Copermittee will require tha t you include in Appendix 9 of this Project-Specific WQMP:
1. A means to finance and implement facility maintenance in perpetuity , including replacement cost.
2. Acceptance of responsibility for maintenance from the time the BMPs are constructed until responsibility for operation and maintenance is legally transferred. A warranty covering a period following construction may also be required.
3. An outline of general maintenance requirements for the Stormwater BMPs you have selected.
4. Figures delineating and designating pervious and impervious areas, location, and type of Stormwater BMP, and tables of pervious and impervious areas served by each facility. Geo - locating the BMPs using a coordinate system of latitude and longitude is recommended to help facilitate a future statewide database system.
5. A separate list and location of self -retaining areas or areas addressed by LID Principles that do not require specialized O&M or inspections but will require typical landscape maintenance as noted in Chapter 5, pages 85-86, in the WQMP Guidance. Include a brief description of typical landscape maintenance for these areas.
Your local Co -Permittee will also require that you prepare and submit a detailed Stormwater BMP Operation and Maintenance Plan that sets forth a maint enance schedule for each of the Stormwater BMPs built on your site. An agreement assigning responsibility for maintenance and providing for inspections and certification may also be required.
Details of these requirements and instructions for preparing a S tormwater BMP Operation and Maintenance Plan are in Chapter 5 of the WQMP Guidance Document.
Maintenance Mechanism: Covenant and Agreement, as provided in Appendix 9.
Will the proposed BMPs be maintained by a Home Owners’ Association (HOA) or Property Owners Association (POA)?
Y N
Include your Operation and Maintenance Plan and Maintenance Mechanism in Appendix 9. Additionally, include all pertinent forms of educational materials for those personnel that will be maintai ning the proposed BMPs within this Project-Specific WQMP in Appendix 10.
Contact for Maintenance and Funding
Inland Investments, Inc
Attn: Darrell Butler
1450 Iowa Ave. Suite 220
Riverside, Ca 92507
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Appendix 1: Maps and Site Plans
Location Map, WQMP Site Plan and Receiving Waters Map
Location Map
Sycamore Hills Business Center
Legend
1 mi
N ➤ ➤
N
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