Town CrierWest Orange, New Jersey
← Back to search

Supporting Documentation · May 7, 2025

Stormwater Report 1

Preserved file SHA-25678d1b4e6ebbc56232a16c000e8163bf57cdac98dcbe40e7c7304162200bff44a

Indexed text · page 126

Show all pages
Page 126

STORM SEWER COMPUTATIONS RATIONAL METHOD - (Q=CIA) 25 YR. STORM C-Runoff Coef. AxC-Incremental Tc (MIN.) I-Rainfall Int. (in./hr) Qp-Peak Runoff (cfs) Qp-Peak Runoff (cfs) (Cumulative) Pipe/Box Length (FT.) Slope (%) Pipe/Box Size (IN.) Capacity (FULL) (cfs) Velocity (Design) (fps) Pipe Travel Time(min) Type "B" #5-1 Type "B" #4-1 0.08 0.05 0.99 0.99 0.08 0.05 6.0 6.0 5.80 5.80 0.46 0.29 0.46 0.75 165 165 1.0% 1.0% 15" HDPE 15" HDPE 8.42 8.42 6.86 6.86 0.40 0.40 Type "B" #4-3 Type "B" #4-2 Type "B" #4-1 Type "B" #4-2 Type "B" #4-1 MH #1-3 0.22 0.34 0.15 0.99 0.99 0.99 0.22 0.34 0.15 6.0 6.0 6.0 5.80 5.80 5.80 1.26 1.95 0.86 1.26 3.22 4.82 165 165 165 1.0% 1.0% 1.0% 15" HDPE 15" HDPE 15" HDPE 8.42 8.42 8.42 6.86 6.86 6.86 0.40 0.40 0.40 Type "B" #3-2 Type "B" #3-1 Type "B" #3-1 Type "B" #2-2 0.03 0.03 0.99 0.99 0.03 0.03 6.0 6.0 5.80 5.80 0.17 0.17 0.17 0.34 165 165 1.0% 1.0% 15" HDPE 15" HDPE 8.42 8.42 6.86 6.86 0.40 0.40 Courtyard Type "B" #2-3 Type "B" #2-2 Type "B" #2-1 Type "B" #2-3 Type "B" #2-2 Type "B" #2-1 Type "B" #1-4 0.42 0.02 0.02 0.18 0.99 0.99 0.99 0.99 0.42 0.02 0.02 0.18 6.0 6.0 6.0 6.0 5.80 5.80 5.80 5.80 2.41 0.11 0.11 1.03 2.41 2.53 2.99 4.02 165 165 165 165 1.0% 1.0% 1.0% 1.0% 15" HDPE 15" HDPE 15" HDPE 15" HDPE 8.42 8.42 8.42 8.42 6.86 6.86 6.86 6.86 0.40 0.40 0.40 0.40 Type "B" #1-6 Walkways Type "B" #1-5 Type "B" #1-4 MH #1-3 Type "B" #1-2 Type "B" #1-5 Type "B" #1-5 Type "B" #1-4 MH #1-3 Type "B" #1-2 Type "B" #1-1 Ex. Type Double "B" Inlet 0.32 0.02 0.13 0.34 0.99 0.99 0.99 0.99 0.32 0.02 0.13 0.34 0.13 0.99 0.13 6.0 6.0 6.0 6.0 6.0 6.0 5.80 5.80 5.80 5.80 5.80 5.80 1.84 0.11 0.75 1.95 0.00 0.75 1.84 1.95 2.70 8.67 13.49 14.24 165 165 165 165 165 165 1.0% 1.0% 1.0% 1.5% 3.5% 3.5% 15" HDPE 8.42 6.86 15" HDPE 8.42 6.86 15" HDPE 8.42 6.86 15" HDPE 10.31 8.40 15" HDPE 15.75 12.84 15" HDPE 15.75 12.84 0.40 0.40 0.40 0.33 0.21 0.21 0.20 0.99 0.20 6.0 5.80 1.15 15.39 165 3.5% 15" HDPE 15.75 12.84 0.21 Type "B" #1-1 TO Type "B" #5-2 Type "B" #5-1 FROM A-Incremental PIPE SEGMENT

File revisions (1)