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Storm B - My Report 091620
Hydraflow Storm Sewers Extension for Autodesk@ Civil 3DO Plan Project File: Storm B - 091520.strn Number of lines: 18 1 Date: 9/16/2020 Storm Sewers 02.00 Storm Sewer Inventory Report Page 1 Line Alignment Flow Data Physical Data Line ID No. Dnstr Line Def! Junc Known Drng Runoff Inlet Invert Line Invert Line Line N J -Loss Inlet/ Line Length angle Type Q Area Coeff Time EI Dn Slope EI Up Size Shape Value Coeff Rim EI No. (ft) (deg) (cfs) (ac) (C) (min) (ft) M (ft) (in) (n) (K) (ft) 1 End 82.921 -123.28 Comb 0.00 0.27 0.40 15.0 964.00 0.24 964.20 30 Cir 0.013 1.42 976.50 1-2 2 1 52.128 69.235 Comb 0.00 0.50 0.40 15.0 971.00 6.33 974.30 18 Cir 0.013 1.50 985.43 2-40 3 2 40.781 0.000 Comb 0.00 0.03 0.40 15.0 980.90 12.51 986.00 18 Cir 0.013 0.96 995.00 40-3 4 3 145.180 -24.558 Comb 0.00 0.43 0.40 15.0 990.70 8.06 1002.40 18 Cir 0.013 1.49 1007.10 3-4 5 4 124.859 -12.687 Comb 0.00 0.12 0.40 15.0 1002.80 1.44 1004.60 15 Cir 0.013 2.18 1010.59 4-5 6 5 173.941 -80.717 Comb 0.00 0.50 0.40 15.0 1006.30 1.84 1009.50 15 Cir 0.013 1.50 1013.78 5-12 7 6 29.250 88.984 Comb 0.00 0.42 0.40 15.0 1009.70 1.03 1010.00 15 Cir 0.013 1.00 1014.32 12-13 8 5 30.111 9.081 Comb 0.00 0.40 0.40 15.0 1004.60 0.66 1004.80 15 Cir 0.013 1.07 1010.75 5-6 9 8 36.516 41.691 Comb 0.00 0.12 0.40 15.0 1004.80 0.55 1005.00 15 Cir 0.013 1.16 1010.71 6-7 10 9 29.250 43.040 Comb 0.00 0.34 0.40 15.0 1005.00 1.03 1005.30 15 Cir 0.013 1.00 1010.66 7-14 11 9 155.857 -47.286 Comb 0.00 0.04 0.40 15.0 1005.30 0.51 1006.10 15 Cir 0.013 1.49 1012.24 7-8 12 11 116.652 -84.470 Comb 0.00 1.52 0.40 15.0 1006.10 0.34 1006.50 15 Cir 0.013 1.00 1010.00 8-9 13 3 196.835 35.846 Comb 0.00 0.10 0.40 15.0 991.00 0.36 991.70 15 Cir 0.013 1.36 996.00 3-10 14 13 136.834 -62.427 Comb 0.00 1.03 0.40 15.0 991.70 2.19 994.70 15 Cir 0.013 1.00 999.00 10-11 15 4 7.935 83.375 Comb 0.00 0.55 0.40 15.0 1002.70 2.52 1002.90 15 Cir 0.013 1.00 1007.20 4-4A 16 6 179.518 -1.821 Comb 0.00 0.08 0.40 15.0 1009.40 0.33 1010.00 15 Cir 0.013 1.00 1014.00 12-13A 17 2 212.213 -104.58 Comb 0.00 1.74 0.40 15.0 980.50 6.36 994.00 15 Cir 0.013 1.50 999.73 40-41 18 17 85.241 -93.073 Comb 0.00 0.83 0.40 15.0 994.00 0.59 994.50 15 Cir 0.013 1.00 999.00 41-42 Project File: Storm B - 091520.stm Number of lines: 18 Date: 9/16/2020 Storm Sewers 02.00 Structure Report Page 1 Struct Structure ID Junction Rim Structure Line Out Line In No. Type Elev Shape Length Width Size Shape Invert Size Shape Invert (ft) (ft) (ft) (in) (ft) (in) (ft) 1 2 Combination 976.50 Cir 4.00 4.00 30 Cir 964.20 18 Cir 971.00 2 40 Combination 985.43 Cir 4.00 4.00 18 Cir 974.30 18 Cir 980.90 15 Cir 980.50 3 3 Combination 995.00 Cir 4.00 4.00 18 Cir 986.00 18 Cir 990.70 15 Cir 991.00 4 4 Combination 1007.10 Cir 4.00 4.00 18 Cir 1002.40 15 Cir 1002.80 15 Cir 1002.70 5 5 Combination 1010.59 Cir 4.00 4.00 15 Cir 1004.60 15 Cir 1006.30 15 Cir 1004.60 6 12 Combination 1013.78 Cir 4.00 4.00 15 Cir 1009.50 15 Cir 1009.70 15 Cir 1009.40 7 13 Combination 1014.32 Rect 2.00 3.00 15 Cir 1010.00 8 6 Combination 1010.75 Cir 4.00 4.00 15 Cir 1004.80 15 Cir 1004.80 9 7 Combination 1010.71 Cir 4.00 4.00 15 Cir 1005.00 15 Cir 1005.00 15 Cir 1005.30 10 14 Combination 1010.66 Rect 2.00 3.00 15 Cir 1005.30 11 8 Combination 1012.24 Cir 4.00 4.00 15 Cir 1006.10 15 Cir 1006.10 12 9 Combination 1010.00 Cir 2.50 2.50 15 Cir 1006.50 13 10 Combination 996.00 Cir 4.00 4.00 15 Cir 991.70 15 Cir 991.70 14 11 Combination 999.00 Cir 2.50 2.50 15 Cir 994.70 15 4A Combination 1007.20 Rect 2.00 3.00 15 Cir 1002.90 16 13A Combination 1014.00 Cir 2.50 2.50 15 Cir 1010.00 17 41 Combination 999.73 Cir 4.00 4.00 15 Cir 994.00 15 Cir 994.00 18 42 Combination 999.00 Cir 2.50 2.50 15 Cir 994.50 File: Storm B - 091520.stm --FProject Number of Structures: 1$ Run Date: 9/16/2020 Storm Sewers 02.00 Storm Sewer Summary Report Page 1 Line Line ID Flow Line Line Line Invert Invert Line HGL HGL Minor HGL Dns Junction No. rate Size shape length EL Dn EL Up Slope Down Up loss Junct Line Type (cfs) (in) (ft) (ft) (ft) M (ft) (ft) (ft) (ft) No. 1 1-2 15.15 30 Cir 82.921 964.00 964.20 0.241 965.40 965.77 0.48 966.25 End Combination 2 2-40 14.70 18 Cir 52.128 971.00 974.30 6.331 971.80 975.70 1.71 975.70 1 Combination 3 40-3 9.54 18 Cir 40.781 980.90 986.00 12.506 981.42 987.19 0.60 987.19 2 Combination 4 3-4 7.59 18 Cir 145.180 990.70 1002.40 8.059 991.22 1003.47 0.74 1003.47 3 Combination 5 4-5 5.95 15 Cir 124.859 1002.80 1004.60 1.442 1003.62 1005.59 n/a 1005.59 4 Combination 6 5-12 1.68 15 Cir 173.941 1006.30 1009.50 1.840 1006.67 1010.01 0.29 1010.01 5 Combination 7 12-13 0.71 15 Cir 29.250 1009.70 1010.00 1.026 1010.01 1010.33 0.12 1010.33 6 Combination 8 5-6 4.07 15 Cir 30.111 1004.60 1004.80 0.664 1005.59 1005.66 0.34 1006.00 5 Combination 9 6-7 3.39 15 Cir 36.516 1004.80 1005.00 0.548 1006.00 1006.07 0.17 1006.24 8 Combination 10 7-14 0.57 15 Cir 29.250 1005.00 1005.30 1.026 1006.24 1005.59 n/a 1005.59 9 Combination 11 7-8 2.62 15 Cir 155.857 1005.30 1006.10 0.513 1006.24 1006.75 0.38 1006.75 9 Combination 12 8-9 2.55 15 Cir 116.652 1006.10 1006.50 0.343 1006.85 1007.25 0.17 1007.42 11 Combination 13 3-10 1.90 15 Cir 196.835 991.00 991.70 0.356 991.62 992.32 0.21 992.53 3 Combination 14 10-11 1.73 15 Cir 136.834 991.70 994.70 2.192 992.53 995.22 n/a 995.22 j 13 Combination 15 44A 0.92 15 Cir 7.935 1002.70 1002.90 2.521 1003.47 1003.28 n/a 1003.28 4 Combination 16 12-13A 0.13 15 Cir 179.518 1009.40 1010.00 0.334 1010.01 1010.18 0.02 1010.20 6 Combination 17 40-41 4.32 15 Cir 212.213 980.50 994.00 6.362 980.94 994.84 0.56 994.84 2 Combination 18 41-42 1.39 15 Cir 85.241 994.00 994.50 0.587 994.84 994.97 n/a 994.97j 17 Combination Project File: Storm B - 091520.stm Number of lines: 18 Run Date: 9/16/2020 NOTES: Return period = 10 Yrs. ; j - Line contains hyd. jump. Storm Sewers 02.00 MyReport Page 1 Line Inlet Area Area Drng Capac Flow Invert Invert Line Line Line Inlet i Junct Known Rim-Hw Runoff Tc Vel Gutter No. ID Dn Up Area Full Rate Dn Up Length Size Slope Time Inlet Type Q Coeff Ave Spread (sgft) (sqft) (ac) (cfs) (cfs) (ft) (ft) (ft) (in) (%) (min) (in/hr) (cfs) (ft) (C) (min) (fUs) (ft) 1 2 2.83 3.25 0.27 20.14 15.15 964.00 964.20 82.921 30 0.24 15.0 4.20 Comb. 0.00 10.25 0.40 45.7 5.01 3.85 2 40 0.96 1.72 0.50 26.42 14.70 971.00 974.30 52.128 18 6.33 15.0 4.20 Comb. 0.00 9.73 0.40 45.6 11.96 6.16 3 3 0.54 1.51 0.03 37.14 9.54 980.90 986.00 40.781 18 12.51 15.0 4.20 Comb. 0.00 7.81 0.40 45.4 11.96 1.24 4 4 0.54 1.34 0.43 29.81 7.59 990.70 1002.40 145.180 18 8.06 15.0 4.20 Comb. 0.00 3.63 0.40 44.9 9.87 5.51 5 5 0.85 1.04 0.12 7.75 5.95 1002.80 1004.60 124.859 15 1.44 15.0 4.20 Comb. 0.00 5.00 0.40 44.4 6.35 2.17 6 12 0.31 0.48 0.50 8.76 1.68 1006.30 1009.50 173.941 15 1.84 15.0 4.20 Comb. 0.00 3.77 0.40 42.3 4.52 4.40 7 13 0.24 0.26 0.42 6.54 0.71 1009.70 1010.00 29.250 15 1.03 15.0 4.20 Comb. 0.00 3.99 0.40 15.0 2.83 3.99 8 6 1.04 0.90 0.40 5.26 4.07 1004.60 1004.80 30.111 15 0.66 15.0 4.20 Comb. 0.00 4.75 0.40 17.4 4.21 6.80 9 7 1.21 1.12 0.12 4.78 3.39 1004.80 1005.00 36.516 15 0.55 15.0 4.20 Comb. 0.00 4.48 0.40 17.2 2.92 2.00 10 14 0.22 0.22 0.34 6.54 0.57 1005.00 1005.30 29.250 15 1.03 15.0 4.20 Comb. 0.00 5.07 0.40 15.0 1.53 4.70 11 8 0.64 0.64 0.04 4.63 2.62 1005.30 1006.10 155.857 15 0.51 15.0 4.20 Comb. 0.00 5.49 0.40 15.9 3.37 1.43 12 9 0.77 0.77 1.52 3.78 2.55 1006.10 1006.50 116.652 15 0.34 15.0 4.20 Comb. 0.00 2.58 0.40 15.0 3.31 13.71 13 10 0.61 0.61 0.10 3.85 1.90 991.00 991.70 196.835 15 0.36 15.0 4.20 Comb. 0.00 3.47 0.40 16.6 3.13 2.00 14 11 0.49 0.49 1.03 9.56 1.73 991.70 994.70 136.834 15 2.19 15.0 4.20 Comb. 0.00 3.78 0.40 15.0 2.79 10.41 15 4A 0.31 0.31 0.55 10.25 0.92 1002.70 1002.90 7.935 15 2.52 15.0 4.20 Comb. 0.00 3.92 0.40 15.0 2.07 5.26 16 13A 0.60 0.11 0.08 3.73 0.13 1009.40 1010.00 179.518 15 0.33 15.0 4.20 Comb. 0.00 3.80 0.40 15.0 0.73 1.47 17 41 0.39 0.88 1.74 16.29 4.32 980.50 994.00 212.213 15 6.36 15.0 4.20 Comb. 0.00 4.89 0.40 16.3 8.06 11.59 18 42 0.42 0.42 0.83 4.95 1.39 994.00 994.50 85.241 15 0.59 15.0 4.20 Comb. 0.00 4.03 0.40 15.0 2.46 10.29 Project File: Storm B - 091520.stm Number of lines: 18 Date: 9/16/2020 NOTES: Intensity = 4.20 /(inlet time + 0.10) A 0.00 - Return period = 10 Yrs. ; "" Critical depth Storm Sewers