Supporting Documentation · Jul 30, 2024
Revised Stormwater Management Report
69ec9df8b1f4567abd2a92749a074a179a57821dd07f0cd16dd61242156a3c29Indexed text · page 575
Show all pagesPIPE SECTION SUBCATCH INCREMENTAL CUMULATIVE MENT AREA FROM TO Area (Acres) "C" A x C Ac A x C (acres) C-4 C-3 C-2 C-1 K-15 K-16 K-MH.17 W-7 OCS-8 W-6 W-5.1 W-5 W-4.1 W-4 W-3.1 W-3 W-2 W-1 CS W-8 W-9 W-MH.2 D-18 D-17 D-17/18 D-1 D-2 D-MH.1 D-3 D-4 D-5 D-6 D-7 D-8 D-12 D-11 D-9 D-10 D-MH.7 C-2 C-2 C-1 K-15 K-16 K-MH.17 W-6 OCS-8 W-6 W-5 W-5 W-4 W-4 W-3 W-3 W-2 W-1 CS BRR-7 W-MH.2 W-MH.2 W-CULVERT D-17/18 D-17/18 BRR-9 D-2 D-MH.1 BRR-10 D-4 D-5 D-6 BRR-10.1 D-8 BRR-10.2 D-11 D-10 D-10 D-MH.7 BPP-11 0.08 0.15 0.10 0.17 0.51 0.02 0.00 0.21 0.00 0.15 0.26 0.40 0.05 0.04 0.06 0.06 0.07 0.07 0.00 0.05 0.10 0.00 0.30 0.34 0.00 0.38 0.08 0.00 0.16 0.02 0.22 0.11 0.18 0.08 0.03 0.08 0.15 0.16 0.00 0.68 0.79 0.78 0.80 0.75 0.83 0.00 0.46 0.00 0.53 0.85 0.47 0.93 0.95 0.95 0.85 0.77 0.77 0.00 0.78 0.66 0.00 0.84 0.70 0.00 0.64 0.73 0.00 0.47 0.84 0.84 0.95 0.68 0.95 0.40 0.40 0.40 0.40 0.00 0.05 0.12 0.08 0.14 0.38 0.02 0.00 0.10 0.00 0.08 0.22 0.19 0.05 0.04 0.06 0.05 0.05 0.05 0.00 0.04 0.07 0.00 0.25 0.24 0.00 0.24 0.06 0.00 0.08 0.02 0.18 0.10 0.12 0.08 0.01 0.03 0.06 0.06 0.00 0.05 0.12 0.25 0.39 0.77 0.79 0.79 0.10 0.10 0.97 0.22 1.38 0.05 1.47 0.06 1.58 1.63 1.68 1.68 0.04 0.07 0.11 0.25 0.24 0.49 0.24 0.30 0.30 0.08 0.10 0.28 0.38 0.12 0.20 0.01 0.04 0.06 0.16 0.16 TIME OF CONCENTRATION I PEAK RUNOFF PIPING INPUT Tc to Tc in Q cum. Final Tc Q to Inlet Dia. Length Inlet Pipe (In/Hr) for Pipe (min) (CFS) (In) (Ft) (min)
0.38 0.12 0.20 0.01 0.04 0.06 0.16 0.16 TIME OF CONCENTRATION I PEAK RUNOFF PIPING INPUT Tc to Tc in Q cum. Final Tc Q to Inlet Dia. Length Inlet Pipe (In/Hr) for Pipe (min) (CFS) (In) (Ft) (min) (min.) (CFS) 10.00 0.10 10.00 6.80 0.34 0.34 15 73.0 10.00 0.09 10.00 6.80 0.82 0.82 15 65.0 10.00 0.14 10.10 6.80 0.54 1.70 15 61.0 10.00 0.06 10.24 6.80 0.95 2.65 15 69.0 10.00 0.04 10.30 6.80 2.58 5.24 15 22.0 10.00 0.12 10.34 6.80 0.14 5.37 15 140.0 10.00 0.22 10.46 6.80 0.00 5.37 15 168.0 10.00 0.11 10.00 6.80 0.68 0.68 15 51.0 10.00 0.05 10.11 6.80 0.00 0.68 15 45.0 10.00 0.07 10.68 6.68 0.53 6.48 15 81.0 10.00 0.05 10.00 6.80 1.50 1.50 15 22.0 10.00 0.12 10.75 6.68 1.27 9.22 15 135.0 10.00 0.05 10.00 6.80 0.34 0.34 15 22.0 10.00 0.15 10.87 6.68 0.27 9.82 15 165.0 10.00 0.05 10.00 6.80 0.41 0.41 15 22.0 10.00 0.15 11.02 6.56 0.33 10.36 15 153.0 10.00 0.05 11.17 6.56 0.33 10.69 18 22.0 10.00 0.06 11.22 6.56 0.33 11.02 24 34.0 10.00 0.02 11.28 6.56 0.00 11.02 24 12.0 10.00 0.05 10.00 6.80 0.27 0.27 15 17.0 10.00 0.05 10.00 6.80 0.48 0.48 15 17.0 10.00 0.10 10.05 6.80 0.00 0.75 15 33.0 10.00 0.02 10.00 6.80 1.70 1.70 15 11.0 10.00 0.02 10.00 6.80 1.63 1.63 15 11.0 10.00 0.06 10.02 6.80 0.00 3.33 15 26.0 10.00 0.05 10.00 6.80 1.63 1.63 15 23.0 10.00 0.10 10.05 6.80 0.41 2.04 15 34.0 10.00 0.12 10.15 6.80 0.00 2.04 15 46.0 10.00 0.11 10.00 6.80 0.54 0.54 15 46.0 10.00 0.15 10.11 6.80 0.14 0.68 15 62.0 10.00 0.14 10.26 6.80 1.22 1.90 15 58.0 10.00 0.03 10.40 6.80 0.68 2.58 15 12.0 10.00 0.15 10.00 6.80 0.82 0.82 15 60.0 10.00 0.04 10.15 6.80 0.54 1.36 15 17.0 10.00 0.15 10.00 6.80 0.07 0.07 15 126.0 10.00 0.14 10.15 6.80 0.20 0.27 15 99.0 10.00 0.26 10.00 6.80 0.41 0.41 15 107.0 10.00 0.16 10.29 6.80 0.41 1.09 15 110.0 10.00 0.03 10.45 6.80 0.00 1.09 15 24.0 Man. "n" 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 PIPING DATA Pipe Full Pipe Actual Pipe Capacity
0 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 0.010 PIPING DATA Pipe Full Pipe Actual Pipe Capacity Velocity Velocity (cfs) (fps) (fps) 0.0343 15.55 12.68 1.79 0.0308 14.73 12.01 3.48 0.0114 8.96 7.30 4.37 0.0700 22.21 18.11 8.16 0.0182 11.32 9.23 8.92 0.0750 22.99 18.74 12.55 0.0355 15.82 12.90 10.73 0.0119 9.16 7.47 2.39 0.0456 17.93 14.62 3.26 0.0735 22.76 18.56 13.90 0.0100 8.39 6.84 3.96 0.0729 22.67 18.48 16.91 0.0108 8.72 7.11 1.59 0.0732 22.71 18.52 17.34 0.0100 8.39 6.84 1.76 0.0588 20.36 16.60 16.78 0.0100 13.65 7.73 8.82 0.0087 27.42 8.73 7.90 0.0101 29.55 9.41 8.18 0.0060 6.50 5.30 1.18 0.0060 6.50 5.30 1.70 0.0061 6.56 5.35 2.28 0.0287 14.22 11.59 5.23 0.0281 14.07 11.47 5.17 0.0100 8.39 6.84 6.19 0.0108 8.72 7.11 4.25 0.0073 7.17 5.85 4.38 0.0087 7.83 6.38 4.59 0.0100 8.39 6.84 1.98 0.0101 8.44 6.88 2.40 0.0103 8.52 6.95 4.53 0.0105 8.60 7.01 5.46 0.0100 8.39 6.84 2.75 0.0116 9.04 7.37 3.82 0.0436 17.53 14.29 #N/A 0.0304 14.64 11.94 1.68 0.0103 8.52 6.95 1.79 0.0265 13.67 11.14 3.89 0.0532 19.36 15.78 4.58 Slope (ft/ft)
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