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Old Trail -Storm Sewer Design Calculations Version : 6/3/2016
STORM SEWER DOT REPORT
System Outfalling Below Structure No. 101
Line ToLine Line ID LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdniFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevDn Inv ElevUp HGLDn HGLUp Throat/Dn Throat/Up
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 Outfall 103 TO OUT 48 0.17 3.76 0.85 0.14 2.7 6.2 7.6 5.9 15.99 0.00 15.99 95.45 5.98 30.00 5.42 649.00 651.60 650.34 652.94 656.00 662.05
2 1 105 TO 103 38 0.07 3.59 0.7 0.05 2.55 6.1 7.4 6 15.28 0.00 15.28 29.75 3.77 30.00 0.53 651.70 651.90 653.72 653.74 662.05 662.05
3 2 107 TO 105 59 0.08 1.02 0.7 0.06 0.76 5.9 6.3 6.3 4.75 0.00 4.75 7.49 2.69 18.00 0.51 652.00 652.30 654.23 654.35 ,662.05 660.03
4 3 109 TO 107 62 0.23 0.94 0.7 0.16 0.7 5.7 6 6.4 4.47 0.00 4.47 8.43 2.53 18.00 0.65 652.40 652.80 654.47 654.59 660.03 659.32
5 4 111 TO 109 54 0.14 0.49 0.7 0.1 0.35 5.5 5.7 6.5 2.28 0.00 2.28 9.04 3.22 18.00 0.74 654.10 654.50 654.80 655.08 659.32 659.85
6 5 113 TO 111 91 0.29 0.35 0.7 0.2 0.25 , 5.1 5.2 6.6 1.69 0.00 1.69 5.66 2.89 15.00 0.77 654.60 655.30 655.33 655.82 659.85 661.83
7 6 115 TO 113 33 0.06 0.06 0.85 0.05 0.05 5 5 6.7 0.34 0.00 0.34 6.16 0.86 15.00 0.91 655.40 655.70 656.05 656.05 661.83 662.13
8 2 119 TO 105 44 0.29 2.5 0.7 0.2 1.75 6.1 7.2 6.1 10.57 0.00 10.57 13.08 6.04 21.00 0.68 657.00 657.30 658.19 658.50 662.05 664.01
9 8 121 TO 119 79 0 2.21 0 0 1.54 0 6.7 6.2 9.52 0.00 9.52 12.60 5.76 21.00 0.63 659.50 660.00 660.64 661.14 664.01 668.30
10 9 123 TO 121 46 0.21 2.21 0.7 0.15 1.54 5.7 6.5 6.2 9.63 0.00 9.63 14.77 4.16 21.00 0.87 660.10 660.50 661.91 662.03 668.30 669.30
11 10 125 TO 123 24 0.43 2 0.7 0.3 1.4 5.7 6.3 6.3 8.77 0.00 8.77 11.74 5.02 18.00 1.25 660.60 660.90 662.18 662.32 669.30 669.30
12 11 133 TO 125 52 0.47 0.96 0.7 0.33 0.67 5.2 5.3 6.6 4.44 0.00 4.44 7.98 2.53 18.00 0.58 661.00 661.30 662.65 662.73 669.30 668.85
13 12 135 TO 133 24 0.3 0.49 0.7 0.21 0.34 5.1 5.1 6.7 2.28 0.00 2.28 5.89 1.86 15.00 0.83 661.40 661.60 662.92 662.95 668.85 668.85
14 11 127 TO 125 120 0.03 0.61 0.55 0.02 0.42 5.4 5.7 6.5 2.74 0.00 2.74 11.64 3.19 15.00 3.25 661.00 664.90 662.65 665.56 669.30 671.55
15 14 129 TO 127 20 0.25 0.58 0.7 0.18 0.41 5.3 5.5 6.5 2.65 0.00 2.65 9.13 3.40 15.00 2.00 665.00 665.40 665.93 666.05 671.55 671.55
16 15 131 TO 129 98 0.33 0.33 0.7 0.23 0.23 5 5 6.7 1.55 0.00 1.55 7.44 2.51 15.00 1.33 665.50 666.80 666.40 667.30 671.55 673.30
17 4 117 TO 109 34 0.22 0.22 0.85 0.19 0.19 5 5 6.7 1.25 0.00 1.25 4.96 1.02 15.00 0.59 652.90 653.10 654.81 654.83 659.32 659.32
18 13 137 TO 135 22 . 0.19 0.19 0.7 0.13 0.13 5 5 6.7 0.89 0.00 0.89 6.17 0.73 15.00 0.91 661.70 661.90 663.08 663.08 668.85 668.91
System Outfalling Below Structure No. 60
Line ToLine Line ID LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdnlFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevDn Inv ElevUp HGLDn HGLUp Throat/Dn Throat/Up
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 Outfall 62 TO 6000T 53 0.26 6.01 0.85 0.22 4 6.5 8.3 5.8 23.05 0.00 23.05 30.91 6.87_ 30.00 0.57 655.50 655.80 657.12 657.41 658.00 667.46
2 1 64 TO 60 35 0.31 3.46 0.7 0.22 2.32 6.4 8.1 5.8 13.50 0.00 13.50 17.00 6.01 24.00 0.57 659.80 660.00 661.15 661.34 667.46 667.46
3 2 64B TO 64 24 0 2.88 0 0 1.9 0 8 5.8 11.12 0.00 11.12 20.47 6.06 24.00 0.82 661.40 661.60 662.45 662.83 667.46 668.09
4 3 66 TO 64B 49 0.4 2.88 0.7 0.28 1.9 6.2 7.8 5.9 11.22 0.00 11.22 17.73 4.21 24.00 0.61 661.70 662.00 663.42 663.47 668.09 666.85
5 4 68 TO 66 29 0.34 _ 2.48 0.65 0.22 1.62 6.1 7.6 5.9 9.62 0.00 9.62 13.27 4.75 21.00 0.70 662.10 662.30 663.56 663.60 666.85 666.85
6 5 70 TO 68 113 0.13 2.14 0.65 0.08 1.4 5.8 7.1 6.1 8.50 0.00 8.50 11.52 4.24 21.00 0.53 662.40 663.00 663.97 664.22 666.85 668.88
7 6 72 TO 70 78 0.29 1.54 0.65 0.19 0.97 5.6 6.7 6.2 5.98 0.00 5.98 18.47 4.31 18.00 3.09 663.10 665.50 664.52 666.43 668.88 672.45
8 7 74 TO 72 89 0.32 1.25 0.7 0.22 0.78 5.3 6.2 6.3 4.93 0.00 4.93 7.86 3.21 18.00 0.56 665.60 666.10 667.05 667.19 672.45 672.89
9 8 76 TO 74 38 0.59 0.93 0.6 0.35 0.56 5.2 6 6.4 3.56 0.00 3.56 8.80 3.74 15.00 1.86 666.20 666.90 667.56 667.65 672.89 672.89
10 9 78 TO 76 68 0.34 0.34 0.6 0.2 0.2 5 5 6.7 1.37 0.00 1.37 8.21 2.21 15.00 1.62 667.00 668.10 668.13 668.57 672.89 673.35
11 1 88 TO 62 147 0.15 2.29 0.85 0.13 1.45 5.8 7.6 5.9 8.61 0.00 8.61 14.31 5.89 21.00 0.82 659.80 661.00 660.78 662.08 667.46 668.38
12 6 82 TO 70 32 0.09 0.47 0.7 0.06 0.35 5.5 6.8 6.1 2.14 0.00 2.14 5.14 1.74 15.00 0.63 663.10 663.30 664.52 664.55 668.88 668.88
13 11 90 TO 88 35 0.03 2.14 0.85 0.03 1.33 5.7 7.5 6 7.92 0.00 7.92 11.94 3.43 21.00 0.57 661.10 661.30 662.78 662.84 668.38 668.38
14 12 84 TO 82 37 0.14 0.38 0.75 0.11 0.29 5.3 6.4 6.3 1.78 0.00 1.78 4.73 1.57 15.00 0.54 663.40 663.60 664.60 664.62 668.88 668.13
15 13 92 TO 90 37 0.6 2.11 0.7 0.42 1.3 5.6 7.3 6 7.83 0.00 7.83 11.58 3.46 21.00 0.53 661.40 661.60 663.04 663.10 668.38 668.42
16 14 86 TO 84 85 0.24 0.24 0.75 0.18 0.18 5 5 6.7 1.21 0.00 1.21 8.01 2.14 15.00 1.54 663.70 665.00 664.70 665.44 668.13 669.98
17 15 94 TO 92 28 0.25 1.51 0.7 0.18 0.88 5.5 7.1 6.1 5.33 0.00 5.33 8.88 3.02 18.00 0.71 661.70 661.90 663.37 663.40 668.42 668.42
18 17 98 TO 94 42 0.16 0.96 0.6 0.1 0.5 5 6.3 6.3 3.11 0.00 3.11 10.49 3.45 15.00 2.64 662.00 663.10 663.65 663.81 668.42 669.13
19 18 98B TO 98 75 0.15 0.8 0.5 0.08 0.4 5 5.8 6.5 2.58 0.00 2.58 4.70 2.94 15.00 0.53 663.20 663.60 664.22 664.33 669.13 669.60
20 19 98D TO 98B 81 0.65 0.65 0.5 0.33 0.33 5 5 6.7 2.18 0.00 2.18 9.64 3.32 15.00 2.23 663.70 665.50 664.45 666.09 669.60 672.00
21 17 96 TO 94 148 0.3 0.3 0.7 0.21 0.21 5 5 6.7 1.41 0.00 1.41 8.06 2.22 15.00 1.56 662.00 664.30 663.73 664.77 668.42 671.29
22 2 80 TO 64 126 0.27 0.27 0.75 0.2 0.2 5 5 6.7 1.36 0.00 1.36 6.55 2.53 15.00 1.03 661.40 662.70 662.14 663.17 667.46 668.19
System Outfalling Below Structure No. 1
Line ToLine Line ID LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdniFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevDn Inv ElevUp HGLDn HGLUp Throat/Dn Throat/Up
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
1 Outfall 1 to Out 16 0 6.48 0 0 4.63 0 9.9 5.4 25.03 0.00 25.03 32.43 7.05 30.00 0.63 656.60 656.70 658.32 658.38 662.00 663.20
2 1 3 TO 1 35 0.28 4.25 0.85 0.24 2.98 6.4 8 5.8 17.43 0.00 17.43 90.78 4.87 30.00 4.90 656.70 658.40 659.60 659.80 663.20 665.48
3 2 5 TO 3 34 0.68 3.97 0.75 0.51 2.74 6.3 7.8 5.9 16.15 0.00 16.15 31.55 3.75 30.00 0.59 658.50 658.70 660.65 660.67 665.48 665.48
4 3 7 TO 5 35 0 3.29 0 0 2.23 6.2 7.6 5.9 13.22 0.00 13.22 17.15 4.21 24.00 0.57 658.80 659.00 660.98 661.09 665.48 665.88
5 4 9 TO 7 38 0.35 3.29 0.7 0.25 2.23 6.1 7.5 6 13.31 0.00 13.31 16.43 4.24 24.00 0.53 659.10 659.30 661.32 661.45 665.88 665.01
6 5 11 TO 9 80 0.42 2.94 0.7 0.29 1.99 5.9 7.2 6.1 12.03 0.00 12.03 16.02 3.83 24.00 0.50 659.40 659.80 661.67 661.90 665.01 666.18
7 6 13 TO 11 29 0.1 2.52 0.7 0.07 1.69 5.8 7.1 6.1 10.30 0.00 10.30 13.20 4.28 21.00 0.69 659.90 660.10 662.16 662.28 666.18 666.78
8 7 15 TO 13 64 0.02 2.24 0.9 0.02 1.49 5.7 6.9 6.1 9.11 0.00 9.11 12.00 7.42 15.00 3.45 660.20 662.40 662.65 663.92 666.78 669.29
9 8 16 TO 15 17 0 1.78 0 0 1.14 5.6 6.9 6.1 6.99 0.00 6.99 4.95 5.70 15.00 0.59 662.50 662.60 665.25 665.45 669.29 670.46
10 9 17 TO 16 37 0.44 1.78 0.7 0.31 1.14 5.5 6.8 6.2 7.02 0.00 7.02 10.06 5.72 15.00 2.43 662.70 663.60 665.88 666.32 670.46 670.42
11 10 19 TO 17 37 0.57 1.34 0.65 0.37 0.83 5.4 6.6 6.2 5.16 0.00 5.16 6.72 4.21 15.00 1.08 663.70 664.10 667.31 667.55 670.42 670.42
12 11 21 TO 19 44 0.4 0.77 0.6 0.24 0.46 5.3 6.3 6.3 2.90 0.00 2.90 6.17 2.37 15.00 0.91 664.20 664.60 668.15 668.24 670.42 670.81
13 7 25 TO 13 34 0.18 0.18 0.75 0.14 0.14 5 5 6.7 0.90 0.00 0.90 4.95 0.74 15.00 0.59 660.20 660.40 662.93 662.94 666.78 666.78
14 8 27 TO 15 34 0.44 0.44 0.75 0.33 0.33 5 5 6.7 2.21 0.00 2.21 7.00 1.80 15.00 1.18 662.50 662.90 665.25 665.29 669.29 669.29
15 1 29 TO 1 111 0.07 2.23 0.85 0.06 1.65 6 9.5 5.5 9.07 0.00 9.07 24.29 4.72 21.00 2.35 656.70 659.30 659.60 660.40 663.20 666.53
16 15 31 TO 29 35 0.08 2.16 0.85 0.07 1.59 5.9 9.3 5.5 8.79 0.00 8.79 16.89 3.98 21.00 1.14 659.40 659.80 661.15 661.18 666.53 666.53
17 16 35 TO 31 80 0.1 1.72 0.85 0.09 1.31 5.8 9 5.6 7.31 0.00 7.31 17.06 5.01 18.00 2.64 659.90 662.00 661.24 663.03 666.53 668.75
18 17 37 TO 35 35 0.07 1.62 0.85 0.06 1.22 5.7 8.9 5.6 6.87 0.00 6.87 9.68 3.89 18.00 0.85 662.10 662.40 663.80 663.95 668.75 668.75
19 18 39 TO 37 29 • 0 1.55 0 0 1.16 5.6 8.8 5.7 6.56 0.00 6.56 23.19 4.55 18.00 4.88 662.50 663.90 664.33 664.88 668.75 669.60
20 19 41 TO 39 69 0.52 1.55 0.6 0.31 1.16 5.5 8.5 5.7 6.64 0.00 6.64 10.92 4.57 18.00 1.08 664.00 664.75 665.56 665.74 669.60 671.51
21 20 43 TO 41 36 0.28 1.03 0.85 0.24 0.85 5.4 8.3 5.8 4.88 0.00 4.88 7.19 3.98 15.00 1.24 664.85 665.30 666.42 666.62 671.51 671.77
22 21 45 TO 43 47 0.32 0.75 0.8 0.26 0.61 5.3 8.1 5.8 3.55 0.00 3.55 10.50 3.74 15.00 2.64 665.40 666.65 666.94 667.40 671.77 670.76
23 22 49 TO 45 178 0.22 0.22 0.8 0.18 0.18 5 5 6.7 1.18 0.00 1.18 8.51 2.06 15.00 1.74 666.75 669.85 667.88 670.28 670.76 673.52
24 22 47 TO 45 51 0.21 0.21 0.85 0.18 0.18 5 5 6.7 1.20 0.00 1.20 4.54 1.15 15.00 0.50 666.75 667.00 667.88 667.89 670.76 671.94
25 16 33 TO 31 51 0.36 0.36 0.6 0.22 0.22 5 5 6.7 1.45 0.00 1.45 5.71 1.30 15.00 0.78 659.90 660.30 661.24 661.26 666.53 665.01
26 12 23 TO 21 96 0.37 0.37 0.6 0.22 0.22 5 5 6.7 1.49 0.00 1.49 9.55 1.21 15.00 2.19 664.70 666.80 668.35 668.40 670.81 673.28
System Outfalling Below Structure No.2-18 Note:These inlets connect to an existing system at Existing Structure No.9-12
Line ToLine Line ID LineLength Incr.Area TotalArea RunoffCoeff. IncrC x A TotalC x A InletTime TimeConc Rnfallnt TotalRunoff AdniFlow TotalFlow CapacFull Veloc PipeSize PipeSlope Inv ElevDn Inv ElevUp HGLDn HGLUp Throat/Dn Throat/Up
(ft) (ac) (ac) (C) (min) (min) (in/hr) (cfs) (cfs) (cfs) (cfs) (ft/s) (in) (%) (ft) (ft) (ft) (ft) (ft) (ft)
23 2 51 to 9-12 14 0 0.32 0 0 0.27 5 6.4 6.3 1.70 0.00 1.70 7.72 1.39 15.00 1.43 665.60 665.80 669.89 669.90 676.00 676.10
24 23 53 to 51 77 0.09 0.32 0.85 0.08 0.27 5 6 6.4 1.74 0.00 1.74 7.72 1.42 15.00 1.43 665.90 667.00 669.92 669.98 676.10 675.38
25 24 55 to 53 127 0.08 0.13 0.85 0.07 0.11 5 5.3 6.6 0.73 0.00 0.73 6.78 0.59 15.00 1.10 667.10 668.50 670.05 670.06 675.38 677.16
26 25 57 to 55 48 0.05 0.05 0.85 0.04 0.04 5 5 6.7 0.28 0.00 0.28 11.03 1.14 15.00 2.92 668.60 670.00 670.08 670.21 677.16 677.75
27 24 59 to 53 38 0.1 0.1 0.85 0.09 0.09 5 5 6.7 0.57 0.00 0.57 9.94 0.46 15.00 2.37 667.10 668.00 670.05 670.05 675.38 675.38