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SUB201600092 Calculations 2018-12-20
SEWER DESIGN COMPUTATIONS North Pointe Subdivision Section 1 DATE. 12/18/2018 REVISED: REVISED: 1 2 3 PIPE SIZING Design Storm = 10 Year 100 Year 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 FROM TO IDA IMPERVIOUS RUNOFF "CA" Tc I10 1 Q10 1 I100 Q100 INV.ELEV. L S I D I Qcap I V10 V100 Time Status POINT POINT ACRES ACRES "C" INC. ACC. MIN. IN/HR CFS IN/HR CFS UPPER LOWER FT FT/FT IN CFS FPS FPS MIN. 23 25 0.07 0.06 0.76 0.06 0.06 5.00 6.7 0.37 11.0 0.61 452.05 451.76 57.52 0.0050 15 4.57 2.3 2.6 0.42 OK 25 27 0.07 0.06 0.76 0.06 0.11 5.42 6.5 0.73 10.7 1.21 451.66 450.20 121.90 0.0120 15 7.07 3.8 4.4 0.53 OK 27 29 0.00 0.00 0.00 0.00 0.11 5.96 6.4 0.72 10.4 1.17 450.10 449.65 90.67 0.0050 15 4.57 2.8 3.2 0.54 OK 29 E12D ° 0.43 0.33 0.76 0.32 0.72 5.82 6.4 4.59 10.5 7.52 445.96 443.43 63.25 0.0400 15 12.91 9.8 11.0 0.11 OK E12D E13 6 0.00 0.00 0.00 0.00 2.82 6.80 6.1 17.24 10.0 28.18 440.72 437.49 32.63 0.0990 30 129.03 18.6 21.3 0.03 OK E13 E15 0.00 0.00 0.00 0.00 4.20 7.00 6.1 25.45 9.9 41.57 437.39 437.28 22.17 0.0050 30 29.00 6.7 7.6 0.06 OK E15 E81 0.00 0.00 0.00 0.00 4.20 7.06 6.1 25.39 9.9 41.48 437.18 435.90 254.63 0.0050 30 29.00 6.7 7.6 0.63 OK E81 E83 0.00 0.00 0.00 0.00 4.20 7.69 5.9 24.72 9.6 40.34 435.80 434.25 246.93 0.0063 30 32.55 7.4 8.3 0.56 OK 31 29 0.32 0.30 0.87 0.28 0.28 5.50 6.5 1.82 10.7 2.98 447.05 446.71 68.00 0.0050 15 4.57 3.6 4.0 0.32 OK 33 35 0.23 0.19 0.81 0.19 0.19 5.00 6.7 1.23 11.0 2.03 460.52 459.86 52.33 0.0126 15 7.25 4.1 4.7 0.21 OK 35 37 0.07 0.07 0.84 0.06 0.25 5.21 6.6 1.64 10.8 2.69 447.62 441.30 158.01 0.0400 15 12.91 7.3 8.4 0.36 OK 37 39 0.00 0.00 0.00 0.00 0.59 12.81 4.9 2.89 8.0 4.73 441.20 441.04 16.31 0.0100 15 6.46 5.2 5.8 0.05 OK 41 43 0.39 0.21 0.63 0.25 0.25 12.20 5.0 1.22 8.1 1.99 462.62 461.50 55.98 0.0200 15 9.13 5.3 6.0 0.18 OK 43 45 0.12 0.11 0.82 0.10 0.35 12.38 4.9 1.70 8.1 2.79 460.42 458.00 40.30 0.0600 15 15.82 8.6 9.8 0.08 OK 45 47 0.00 0.00 0.00 0.00 0.35 12.46 4.9 1.70 8.1 2.78 449.92 447.00 48.70 0.0600 15 15.82 8.6 9.8 0.09 OK 47 37 0.00 0.00 0.00 0.00 0.35 12.55 4.9 1.69 8.0 2.77 443.09 441.30 89.33 0.0200 15 9.13 5.8 6.6 0.26 OK 49 51 0.20 0.20 0.90 0.18 0.18 5.00 6.7 1.22 11.0 2.00 513.29 513.08 42.17 0.0050 15 4.57 7.3 8.4 0.10 OK 51 53 0.95 0.49 0.61 0.58 0.76 14.20 4.7 3.55 7.7 5.83 512.98 507.98 100.05 0.0500 15 14.44 9.9 11.3 0.17 OK 53 55 0.17 0.11 0.68 0.11 0.88 14.37 4.6 4.06 7.6 6.68 507.88 506.28 40.00 0.0400 15 12.91 9.5 10.7 0.07 OK 55 57 0.05 0.05 0.90 0.05 0.92 14.44 4.6 4.27 7.6 7.01 506.18 499.74 321.69 0.0200 15 9.13 8.6 9.7 0.62 OK 57 59 0.21 0.21 0.90 0.19 1.78 15.06 4.5 8.07 7.5 13.29 496.55 491.81 115.46 0.0410 15 13.07 8.5 9.6 0.23 OK 59 61 0.00 0.00 0.00 0.00 2.78 15.29 4.5 12.53 7.4 20.63 482.27 480.00 45.31 0.0500 18 23.48 9.5 11.1 0.08 OK 63 57 1.15 0.53 0.58 0.66 0.66 9.10 5.6 3.69 9.1 6.02 497.01 496.65 40.00 0.0090 15 6.13 8.8 10.0 0.08 OK 65 59 0.90 0.22 0.45 0.40 0.40 8.00 5.8 2.33 9.5 3.80 489.25 487.09 71.96 0.0300 15 11.18 8.1 9.3 0.15 OK 67 69 0.76 0.41 0.63 0.47 0.47 7.60 5.9 2.81 9.7 4.58 487.57 487.33 40.00 0.0060 15 5.00 4.0 4.8 0.17 OK 69 59 0.14 0.14 0.90 0.12 0.60 7.77 5.9 3.52 9.6 5.74 487.23 486.93 37.41 0.0080 15 5.78 5.5 6.5 0.11 1 OK 71 73 1.58 0.71 0.57 0.90 0.90 13.60 4.7 4.27 7.8 7.01 512.93 512.50 42.57 0.0100 15 6.46 5.7 6.4 0.12 OK 73 75 0.22 0.18 0.78 0.17 1.07 13.72 4.7 5.08 7.8 8.34 511.51 510.94 56.56 0.0100 15 6.46 5.9 6.6 0.16 OK 75 77 0.10 0.06 0.63 0.07 1.91 13.88 4.7 8.96 7.7 14.72 510.69 494.32 272.81 0.0600 18 25.72 8.9 9.6 0.51 OK 77 79 0.55 0.16 0.48 0.26 2.57 14.39 4.6 11.90 7.6 19.57 490.27 488.00 113.53 0.0200 18 14.85 9.4 10.8 0.20 OK 79 81 1.42 0.11 0.35 0.49 3.09 14.59 4.6 14.22 7.6 23.39 484.29 482.00 229.10 0.0100 24 22.62 8.1 8.9 0.47 OK 81 83 1.55 0.16 0.36 0.56 3.65 15.07 4.5 16.56 7.5 27.27 475.78 473.00 185.03 0.0150 24 27.70 10.0 11.4 0.31 OK 83 85 1.46 0.13 0.35 0.52 4.43 15.38 4.5 19.90 7.4 32.79 471.07 470.27 80.17 0.0100 24 22.62 8.2 10.5 0.16 OK 85 87 0.87 0.21 0.44 0.38 4.81 15.54 4.5 21.53 7.4 35.48 470.17 469.53 80.11 0.0080 30 36.68 7.9 9.6 0.17 OK 87 89 0.29 0.06 0.42 0.12 4.94 15.71 4.5 21.97 7.3 36.23 469.43 468.86 56.64 0.0100 30 41.01 8.6 10.6 0.11 OK 89 91 0.12 0.06 0.60 0.07 5.01 15.82 4.4 22.22 7.3 36.64 468.76 467.43 166.38 0.0080 30 36.68 8.0 9.6 0.35 OK 91 93 0.15 0.06 0.54 0.08 5.09 16.17 4.4 22.36 7.3 36.91 467.33 466.00 133.39 0.0100 30 41.01 8.7 10.6 0.26 OK 93 95 0.21 0.10 0.60 0.12 5.49 16.42 4.4 23.95 7.2 39.55 462.52 460.00 252.00 0.0100 30 41.01 8.8 10.7 0.48 OK 95 97 0.24 0.22 0.86 0.20 7.55 16.90 4.3 32.51 7.1 53.75 447.90 447.51 43.19 0.0090 30 38.91 9.0 10.8 0.08 OK 97 99 0.00 0.00 0.00 0.00 7.55 16.98 4.3 32.43 7.1 53.64 444.51 444.00 57.03 0.0090 30 38.91 9.0 10.8 0.11 OK 99 101 0.00 0.00 0.00 0.00 7.55 17.09 4.3 32.34 7.1 53.50 433.41 433.00 45.61 0.0090 30 38.91 9.0 10.8 0.08 OK 103 105 0.87 0.44 0.61 0.52 0.52 13.40 4.8 2.50 7.8 4.11 515.38 513.28 52.49 0.0400 15 12.91 8.3 9.5 0.11 OK 105 107 0.21 0.21 0.90 0.19 0.71 13.51 4.8 3.38 7.8 5.54 513.18 511.05 53.14 0.0400 15 12.91 9.0 10.2 0.10 OK 107 75 0.06 0.06 0.90 0.06 0.77 13.60 4.7 3.63 7.8 5.96 510.95 510.75 40.00 0.0050 15 4.57 4.2 4.7 0.16 OK 109 77 0.64 0.35 0.63 0.40 0.40 7.40 6.0 2.41 9.7 3.93 496.26 494.32 48.36 0.0400 15 12.91 8.2 9.3 0.10 OK 111 79 0.03 0.03 0.90 0.03 0.03 5.00 6.7 0.17 11.0 0.28 488.20 488.00 40.28 0.0050 15 4.57 1.8 2.1 0.37 OK 113 83 0.31 0.28 0.83 0.26 0.26 5.60 6.5 1.68 10.6 2.76 471.39 471.17 43.22 0.0050 15 4.57 3.5 3.9 0.21 OK 115 93 0.53 0.20 0.52 0.28 0.28 11.40 5.1 1.42 8.3 2.32 468.28 468.00 56.12 0.0050 15 4.57 3.3 3.8 0.28 OK 117 119 0.55 0.36 0.69 0.38 0.38 14.20 4.7 1.76 7.7 2.89 481.66 481.22 44.00 0.0100 15 6.46 4.6 5.2 0.16 OK 119 121 0.33 0.23 0.72 0.24 0.61 14.36 4.6 2.84 7.6 4.67 481.12 480.62 50.25 0.0100 24 22.62 5.0 5.7 0.17 OK 121 123 0.07 0.05 0.78 0.05 0.66 14.53 4.6 3.06 7.6 5.04 480.52 480.18 56.03 0.0060 24 17.52 4.3 4.9 0.22 OK 123 125 0.09 0.09 0.90 0.08 0.74 14.75 4.6 3.40 7.5 5.60 480.08 468.82 281.55 0.0400 30 82.02 8.4 9.7 0.56 OK 125 127 0.29 0.21 0.72 0.21 1.08 15.31 4.5 4.84 7.4 7.98 468.72 461.22 249.77 0.0300 30 71.03 8.4 9.7 0.49 OK 127 95 0.81 0.21 0.45 0.37 1.44 15.80 4.4 6.40 7.3 10.55 461.12 460.00 112.41 0.0100 30 41.01 6.2 7.1 0.30 OK 129 125 0.16 0.12 0.74 0.12 0.12 5.00 6.7 0.81 11.0 1.33 470.28 470.00 56.09 0.0050 15 4.57 2.9 3.3 0.33 OK 131 95 0.67 0.36 0.63 0.42 0.42 14.50 4.6 1.93 7.6 3.17 460.80 460.52 56.01 0.0050 15 4.57 3.6 4.1 0.26 OK 133 135 1.17 0.58 0.60 0.70 0.70 10.80 5.2 3.66 8.5 5.98 511.57 511.34 46.39 0.0050 15 4.57 4.2 4.7 0.18 OK 135 137 0.32 0.26 0.79 0.25 0.96 10.98 5.2 4.95 8.5 8.08 511.99 511.00 49.39 0.0200 15 9.13 7.7 8.5 0.11 OK 137 139 0.04 0.04 0.90 0.04 0.99 11.09 5.2 5.12 8.4 8.36 502.59 498.00 152.97 0.0300 15 11.18 9.1 10.1 0.28 OK 139 141 0.10 0.10 0.90 0.09 1.25 11.37 5.1 6.38 8.4 10.44 494.24 492.46 88.85 0.0200 18 14.85 8.2 9.2 0.18 OK 141 143 0.07 0.07 0.90 0.06 1.31 11.55 5.1 6.66 8.3 10.89 492.36 490.55 90.76 0.0200 18 14.85 8.3 9.3 0.18 OK UPPER "n" for STRUCTURE Pipe TOP (unitless) Upper Clearance (feet) Lower Clearance (feet) 459.05 0.013 5.750 6.168 459.18 0.013 6.270 4.053 455.50 0.013 4.150 3.153 454.05 0.013 6.840 10.820 455.50 0.013 12.280 7.260 447.25 0.013 7.360 4.220 444.00 0.013 4.320 4.100 442.50 0.013 4.200 END 454.05 0.013 5.750 6.090 466.79 0.013 5.017 6.099 467.21 0.013 18.340 3.022 445.57 0.013 3.122 END 469.53 0.013 5.661 6.778 469.53 0.013 7.860 3.750 463.00 0.013 11.828 2.750 451.00 0.013 6.663 3.022 520.29 0.013 5.750 5.612 519.94 0.013 5.712 4.645 513.87 0.013 4.745 6.262 513.79 0.013 6.362 2.785 503.78 0.013 5.980 2.767 495.83 0.013 12.065 END 504.01 0.013 5.750 5.880 498.45 0.013 7.950 7.491 495.57 0.013 6.750 6.990 495.57 0.013 7.090 7.649 520.45 0.013 6.274 6.740 520.49 0.013 7.734 7.390 519.58 0.013 7.390 3.198 499.02 0.013 7.249 5.800 495.30 0.013 9.009 4.380 488.38 0.013 10.605 3.610 478.61 0.013 5.536 4.628 476.90 0.013 4.228 6.299 478.33 0.013 6.399 6.965 478.33 0.013 7.065 8.346 478.28 0.013 8.446 6.627 475.13 0.013 10.107 5.444 467.94 0.013 17.542 10.007 460.02 0.013 13.007 3.506 450.01 0.013 14.096 END 524.08 0.013 7.455 7.944 522.47 0.013 8.044 7.280 519.58 0.013 7.380 7.580 500.47 0.013 2.964 3.448 495.40 0.013 5.949 6.050 478.22 0.013 5.579 6.186 475.28 0.013 5.744 5.877 487.70 0.013 4.792 5.232 487.70 0.013 4.582 5.345 487.96 0.013 5.445 5.781 487.96 0.013 5.381 5.983 477.30 0.013 6.083 4.776 468.50 0.013 4.876 5.444 477.30 0.013 5.770 6.050 467.80 0.013 5.750 6.170 518.96 0.013 6.142 7.064 519.65 0.013 6.412 4.440 516.69 0.013 12.851 4.300 503.55 0.013 7.809 5.276 499.24 0.013 5.376 5.891 Page 1 of 2 SEWER DESIGN COMPUTATIONS PIPE SIZING Design Storm = 10 Year 100 Year North Pointe Subdivision Section I DATE. 12/18/2018 REVISED: REVISED: 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 UPPER "n" for STRUCTURE Pipe TOP (unitless) Upper Clearance (feet) Lower Clearance (feet) FROM TO IDA IMPERVIOUS RUNOFF "CA" Tc I10 Q10 1100 Q100 INV.ELEV. L S D Qcap V10 V100 Time Status POINT POINT ACRES ACRES "C" INC. ACC. MIN. IN/HR CFS IN/HR CFS UPPER LOWER FT FT/FT IN CFS FPS FPS MIN. 143 145 0.15 0.15 0.90 0.13 2.27 11.74 5.0 11.47 8.3 18.75 490.45 489.80 108.93 0.0060 24 17.52 6.0 6.8 0.30 OK 497.94 0.013 5.491 6.655 145 147 0.00 0.00 0.00 0.00 2.27 12.04 5.0 11.35 8.2 18.56 489.70 487.70 132.67 0.0150 24 27.70 8.5 9.5 0.26 OK 498.45 0.013 6.755 6.295 147 149 0.08 0.08 0.90 0.07 3.53 12.30 5.0 17.49 8.1 28.62 486.63 485.84 78.87 0.0100 24 22.62 8.0 9.1 0.16 OK 496.00 0.013 7.373 4.211 149 151 0.19 0.16 0.80 0.15 3.68 12.46 4.9 18.13 8.1 29.68 485.74 476.70 173.75 0.0520 24 51.57 8.1 9.2 0.36 OK 492.05 0.013 4.311 2.688 151 153 0.20 0.16 0.79 0.15 4.24 12.82 4.9 20.64 8.0 33.83 473.44 470.83 144.96 0.0180 24 30.34 8.2 9.4 0.29 OK 481.39 0.013 5.951 2.706 153 155 0.36 0.29 0.78 0.28 4.94 13.11 4.8 23.83 7.9 39.06 463.83 449.89 139.39 0.1000 24 71.52 8.7 9.5 0.27 OK 475.54 0.013 9.706 3.107 155 157 0.00 0.00 0.00 0.00 4.94 13.38 4.8 23.63 7.8 38.76 449.79 449.24 34.37 0.0160 24 28.61 6.7 7.5 0.09 OK 455.00 0.013 3.207 END 159 139 0.21 0.17 0.80 0.17 0.17 5.00 6.7 1.11 11.0 1.82 496.20 496.00 40.55 0.0050 15 4.57 3.1 3.5 0.22 OK 503.99 0.013 6.537 6.300 161 143 1.49 0.63 0.55 0.83 0.83 9.20 5.5 4.59 9.0 7.48 490.95 490.55 40.00 0.0100 15 6.46 5.8 6.5 0.12 OK 497.94 0.013 5.741 6.141 163 165 0.23 0.12 0.61 0.14 0.14 6.70 6.2 0.87 10.1 1.43 491.75 490.77 48.65 0.0200 15 9.13 4.8 5.5 0.17 OK 497.00 0.013 4.000 5.545 165 167 0.67 0.35 0.62 0.41 0.55 6.87 6.1 3.38 10.0 5.52 490.67 490.27 40.02 0.0100 15 6.46 5.4 6.0 0.12 OK 497.57 0.013 5.645 6.115 167 169 0.19 0.16 0.81 0.16 0.71 6.99 6.1 4.31 9.9 7.04 490.17 489.68 49.38 0.0100 15 6.46 9.6 10.9 0.09 OK 497.64 0.013 6.215 4.729 169 147 0.79 0.40 0.60 0.48 1.19 9.00 5.6 6.62 9.1 10.79 488.18 487.38 40.18 0.0200 15 9.13 7.3 8.2 0.09 OK 495.66 0.013 6.229 7.373 171 151 0.60 0.38 0.68 0.41 0.41 5.00 6.7 2.71 11.0 4.46 474.39 474.19 40.02 0.0050 15 4.57 4.2 4.6 0.16 OK 481.39 0.013 5.750 5.951 173 153 0.79 0.31 0.54 0.42 0.42 8.20 5.8 2.43 9.4 3.97 470.77 470.14 62.97 0.0100 15 6.46 6.9 7.9 0.15 OK 477.02 0.013 5.000 4.147 175 177 0.39 0.25 0.69 0.27 0.27 5.00 6.7 1.78 11.0 2.92 504.37 504.17 39.76 0.0050 15 4.57 4.6 5.2 0.15 OK 511.37 0.013 5.75 5.95 177 179 1.17 0.57 0.59 0.70 0.96 5.15 6.6 6.38 10.9 10.48 503.92 503.69 22.31 0.0100 18 10.50 9.5 10.4 0.04 OK 511.37 0.013 5.95 5.48 179 181 0.00 0.00 0.00 0.00 0.96 5.18 6.6 6.37 10.8 10.46 503.59 502.24 113.07 0.0120 18 11.50 6.3 6.8 0.30 OK 510.67 0.013 5.58 1.05 181 183 0.00 0.00 0.00 0.00 0.96 5.48 6.5 6.28 10.7 10.30 502.14 502.00 20.85 0.0065 18 8.49 4.8 5.5 0.07 OK 504.79 0.013 1.150 END 185 187 0.45 0.33 0.74 0.34 0.34 5.50 6.5 2.19 10.7 3.59 475.46 475.18 56.00 0.0050 15 4.57 3.7 4.2 0.25 OK 484.34 0.013 7.630 7.910 187 189 0.92 0.46 0.60 0.55 0.89 5.75 6.4 5.70 10.5 9.34 475.08 473.47 161.46 0.0100 15 6.46 6.0 6.8 0.45 OK 484.34 0.013 8.010 12.045 189 191 0.37 0.12 0.49 0.18 1.07 6.20 6.3 6.72 10.3 11.00 473.37 472.58 52.61 0.0150 15 7.91 7.3 8.2 0.12 OK 486.76 0.013 12.145 13.274 191 193 0.18 0.01 0.32 0.06 1.12 6.32 6.3 7.04 10.2 11.51 472.48 471.82 43.44 0.0150 15 7.91 7.3 8.3 0.10 OK 487.10 0.013 13.374 14.025 193 195 0.20 0.01 0.32 0.06 1.19 6.42 6.2 7.40 10.2 12.10 471.57 470.30 127.54 0.0100 18 10.50 8.4 9.4 0.25 OK 487.10 0.013 14.025 10.431 195 197 0.19 0.11 0.64 0.12 1.31 6.67 6.2 8.08 10.1 13.21 470.20 469.29 90.68 0.0100 18 10.50 8.5 9.5 0.18 OK 482.23 0.013 10.531 10.153 197 199 0.25 0.07 0.46 0.12 1.67 13.51 4.8 7.94 7.8 13.03 463.00 455.58 74.23 0.1000 18 33.21 8.5 9.5 0.15 OK 480.95 0.013 16.445 4.000 199 201 0.00 0.00 0.00 0.00 1.67 13.66 4.7 7.90 7.8 12.97 445.28 444.38 45.17 0.0200 18 14.85 8.7 9.5 0.09 OK 461.08 0.013 14.294 END 203 197 0.46 0.17 0.52 0.24 0.24 13.30 4.8 1.15 7.9 1.89 473.91 473.71 40.07 0.0050 15 4.57 3.2 3.6 0.21 OK 480.91 0.013 5.750 5.985 a "E" numbered structures refer to storm structures in the North Pointe Middle Entrance & Rt 29 Improvements Road Plans Page 2 of 2 Tc's Structure Number OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 1001 0.07 0.90 2.9 CHANNELIZED FLOW LENGTH HEIGHT(ft.) F Tc (chan.) 1071 61 1 0.9 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment 5 minute min. Structure Number OVERLAND Tc Overall 55.0 31 FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 1161 0.051724138 0.90 3.2 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 202 F 41 1 2.3 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 5.5 Structure Number 33 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 551 0.0272727271 0.901 1 2.7 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 2231 101 1.8 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 1 5.0 Page 1 Tc's Structure Number MA1 OVERLAND FLOW LENGTH SLOPE(FT./FT.) c Tc (overland) 1901 0.057894737 0.30 11.7 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 451 21 1 0.5 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment 5 minute min. Structure Number OVERLAND Tc Overall 12.2 71 FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 2001 0.061 0.301 1 11.8 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 2251 101 1 1.8 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 13.6 Structure Number 103 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 200 0.061 0.301 1 11.8 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 1961 101 1.5 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc Overall 5 minute min. 13.4 Page 2 Tc's Structure Number 49 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 531 0.018867925 0.90 2.8 CHANNELIZED FLOW LENGTH HEIGHT(ft.) F Tc (chan.) 2271 131 1 1.6 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment 5 minute min. Structure Number OVERLAND Tc Overall 5.0 51 FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 2001 0.0451 0.30 J 12.5 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 2321 131 1 1.7 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 14.2 Structure Number OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 2001 0.11 0.501 1 6.5 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 1251 101 0.9 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc Overall 5 minute min. 7.4 Page 3 Tc's Structure Number 0111 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 351 0.028571429 0.90 2.2 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 351 0.51 1 0.7 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment 5 minute min. Structure Number OVERLAND Tc Overall 55.0 113 FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 521 0.019230769 0.90 2.8 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 380 F 151 1 2.8 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 5.6 Structure Number OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 1751 0.1085714291 0.301 1 10.0 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 1171 31 1 1.4 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc Overall 5 minute min. 11.4 Page 4 Tc's Structure Number 131 OVERLAND FLOW LENGTH SLOPE(FT./FT.) c Tc (overland) 2001 0.13 0.30 10.2 CHANNELIZED FLOW LENGTH HEIGHT(ft.) F Tc (chan.) 3801 51 1 4.2 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment 5 minute min. Structure Number OVERLAND Tc Overall 14.5 129 FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 491 0.0408163271 0.901 1 2.4 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 2591 101 1 2.1 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 55.0 Structure Number OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 2001 0.0651 0.301 1 11.7 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 3301 131 2.5 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc Overall 5 minute min. 14.2 Page 5 Tc's Structure Number 185 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 571 0.01754386 0.90 2.9 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 2421 51 1 2.5 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment 5 minute min. Structure Number OVERLAND Tc Overall 5.5 203 FLOW LENGTH SLOPE(FT./FT.) C I Tc (overland) 2001 0.091 0.301 11.0 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 2591 81 1 2.3 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 13.3 Structure Number 163 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 1361 0.0735294121 0.501 1 5.8 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 441 0.51 0.9 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 6.7 Page 6 Tc's Structure Number 169 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 2001 0.04 0.50 7.7 CHANNELIZED FLOW LENGTH HEIGHT(ft.) F Tc (chan.) 1751 101 1 1.4 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment 5 minute min. Structure Number OVERLAND Tc Overall 9.0 171 FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 401 0.03751 0.90 2.2 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 3121 151 1 2.2 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 55.0 Structure Number OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 2001 0.061 0.501 1 7.1 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 1321 71 1.1 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 8.2 Page 7 Tc's Structure Number 161 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 20-07 0.041 0.501 1 7.7 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc chan. 1751 71 1 1.5 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment 5 minute min. Structure Number OVERLAND Tc (Overall) 9.2 159 FLOW LENGTH SLOPE(FT./FT.) C Tc overland 731 0.041095891 0.901 1 2.8 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 1671 131 1 1.2 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) v 0 1.000000000 16.1345 0.0 OVERALL Comment Tc Overall 5 minute min. 5.0 Structure Number 133 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 170 0.0294117651 0.501 1 7.6 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 4001 121 3.2 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 10.8 Page 8 Tc's Structure Number 175 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 571 0.035087719 0.90 2.6 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 2051 41 1 2.3 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment 5 minute min. Structure Number OVERLAND Tc Overall 5.0 65 FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 2001 0.11 0.50 J 6.5 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 2161 141 1 1.5 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Tc (Overall) Comment 5 minute min. 8.0 Structure Number 67 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 2001 0.121 0.501 1 6.2 CHANNELIZED FLOW LENGTH HEIGHT(ft.) Tc (chan.) 1791 101 1.4 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 7.6 Page 9 Tc's Structure Number 63 OVERLAND FLOW LENGTH SLOPE(FT./FT.) C Tc (overland) 20-07 0.0651 0.501 1 7.0 CHANNELIZED FLOW LENGTH HEIGHT ft. Tc chan. 3031 161 1 2.1 SHALLOW CONCENTRATED FLOW LENGTH SLOPE(FT./FT.) V 0 1.000000000 16.1345 0.0 OVERALL Comment Tc (Overall) 5 minute min. 9.1 Page 10 INLET CALCUALTIONS North Pointe Subdivision Section 1 DATE: 12/18/2018 REVISED: REVISED: REVISED: Structure # IType I CA I I I O 10pening ISpre7d 1 MOD. EW-7S 0.00 4.00 0.00 9 EW-2 2.72 4.00 10.88 13 EW-2 #DIV/0! 4.00 #DIV/0! 15 MH-1 #DIV/0! 4.00 #DIV/0! 19 EW-2S 4.93 4.00 19.73 23 D1-3B 0.06 4.00 0.22 6 1.18 25 D1-3B 0.06 4.00 0.23 6 1.2 27 MH-1 0.00 4.00 0.00 6 29 D1-3C 0.32 6.50 2.11 12 7.27 E12D MH-1 0.00 4.00 0.00 E13 MH-1 0.00 4.00 0.00 E15 MH-1 0.00 4.00 0.00 E81 MH-1 0.00 4.00 0.00 31 D1-3C 0.28 6.50 1.81 10 7.19 33 D1-3B 0.19 4.00 0.74 10 1.68 35 D1-3B 0.06 4.00 0.25 6 1.14 37 MH-1 0.00 4.00 0.00 41 D1-3B 0.25 4.00 0.98 8 2.78 43 D1-3B 0.10 4.00 0.40 6 1.54 45 MH-1 0.00 4.00 0.00 47 MH-1 0.00 4.00 0.00 49 D1-3B 0.18 4.00 0.73 8 1.71 51 D1-3B 0.58 4.00 2.32 14 4.46 53 D1-3B 0.11 4.00 0.46 8 1.45 55 D1-3B 0.05 4.00 0.18 6 1.03 57 D1-3B 0.19 4.00 0.77 10 1.66 59 MH-1 0.00 4.00 0.00 63 D1-3B 0.66 4.00 2.65 16 4.32 65 DI-3A 0.40 4.00 1.60 67 D1-3B 0.47 4.00 1.90 14 5.91 69 D1-3B 0.12 4.00 0.50 6 1.78 71 D1-3C 0.90 6.50 5.85 20 10.89 73 D1-3B 0.17 4.00 0.70 14 7.13 75 DI-3A 0.07 4.00 0.26 77 D1-3B 0.26 4.00 1.05 8 2.69 79 D1-3B 0.49 4.00 1.98 12 4.86 81 D1-3B 0.56 4.00 2.24 14 4.49 83 D1-3B 0.52 4.00 2.06 12 5.14 85 DI-3C 0.38 6.50 2.50 16 6.99 87 D1-3B 0.12 4.00 0.50 6 1.84 89 D1-3B 0.07 4.00 0.28 4 1.52 91 D1-3B 0.08 4.00 0.33 4 1.66 93 D1-3B 0.12 4.00 0.49 6 1.67 95 D1-3C 0.20 6.50 1.32 8 6.48 97 MH-1 0.00 4.00 0.00 99 MH-1 0.00 4.00 0.00 103 D1-3B 0.52 4.00 2.10 14 4.05 105 D1-3B 0.19 4.00 0.74 8 1.81 107 D1-3A 0.06 4.00 0.23 109 D1-3B 0.40 4.00 1.61 10 3.6 ill DI-3B 0.03 4.00 0.10 4 1.07 113 D1-3B 0.26 4.00 1.04 8 2.8 115 D1-3B 0.28 4.00 1.11 8 3.08 117 D1-3B 0.38 4.00 1.51 10 3.75 119 D1-3B 0.24 4.00 0.94 8 2.19 121 D1-3B 0.05 4.00 0.20 4 1.32 123 D1-3B 0.08 4.00 0.31 4 1.52 125 D1-3B 0.21 4.00 0.84 8 1.98 INLET CALCUALTIONS North Pointe Subdivision Section 1 DATE: 12/18/2018 REVISED: REVISED: REVISED: Structure # IType I CA I I I Q 10pening Spread 127 D1-36 0.37 4.00 1.46 8 4.77 129 D1-36 0.12 4.00 0.49 6 1.62 131 DI-3C 0.42 6.50 2.72 16 7.4 133 DI-3B 0.70 4.00 2.81 14 6.26 135 D1-36 0.25 4.00 1.01 8 2.91 137 DI-3A 0.04 4.00 0.14 139 D1-36 0.09 4.00 0.37 8 1.37 141 DI-3B 0.06 4.00 0.25 6 1.3 143 DI-3C 0.13 6.50 0.86 6 5.52 145 MH-1 0.00 4.00 0.00 147 D1-36 0.07 4.00 0.30 6 1.32 149 DI-3B 0.15 4.00 0.60 8 1.57 151 D1-36 0.15 4.00 0.62 8 1.77 153 DI-3C 0.28 6.50 1.82 12 6.59 155 MH-1 0.00 4.00 0.00 159 DI-3B 0.17 4.00 0.66 8 1.64 161 DI-3C 0.83 6.50 5.38 20 163 DI-3C 0.14 6.50 0.92 6 5.78 165 D1-36 0.41 4.00 1.65 12 4.08 167 DI-3B 0.16 4.00 0.62 8 1.65 169 D1-36 0.48 4.00 1.90 12 4.39 171 D1-36 0.41 4.00 1.63 12 4.01 173 D1-36 0.42 4.00 1.69 10 4.55 175 DI-3C 0.27 6.50 1.73 10 6.98 177 DI-3C 0.70 6.50 4.53 20 9.18 179 MH-1 0.00 4.00 0.00 181 MH-1 0.00 4.00 0.00 185 DI-3C 0.34 6.50 2.19 12 7.45 187 DI-3C 0.55 6.50 3.58 20 189 DI-3C 0.18 6.50 1.18 1 6 6.82 191 D1-36 0.06 4.00 0.22 4 1.33 193 DI-3B 0.06 4.00 0.25 4 1.39 195 D1-36 0.12 4.00 0.50 6 1.81 197 DI-3C 0.12 6.50 0.75 6 5.04 199 MH-1 0.00 4.00 0.00 203 DI-3C 0.24 6.50 1 1.56 8 7.24 North Pointe Subdivision Section I DATE. 12/18/2018 REVISED: REVISED: HYDRAULIC GRADE LINE COMPUTATION 10 yr Event JUNCTION LOSS INLET/STATION Upstream Outflow 1 OUTLET WATER Do Qo Lo Sfo % Hf Vo Ho Qi Vi Qivi Vi^2/2g Hi Angle K delta H Ht 1.3 Ht 0.5 Ht Final H Inlet Water Rim Elev. SURFACE ELEV. 90-15 Surface Elev. 2 3 4.00 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 WSE check 21 Hydraulic Grade Line above Crown of Pie Overide Open Channel Flow Velocity with Velocity flowing full 10-YR WSE IN EX. SWMBW 1 434.25 E81 436.25 30 24.72 246.93 0.36 0.90 5.0 0.10 25.39 5.2 131.42 0.42 0.15 0 0.19 0.08 0.32 1.22 437.47 442.50 5.03 no x E15 437.90 30 25.39 254.63 0.38 0.98 5.2 0.10 25.45 5.2 132.03 0.42 0.15 0 0.19 0.08 0.33 1.31 439.21 444.00 4.79 no x E13 439.28 30 25.45 22.17 0.39 0.09 5.2 0.10 17.24 3.5 60.59 0.19 0.07 90 0.70 0.13 0.31 0.39 439.67 447.25 7.58 no x E12D 439.67 30 17.24 32.63 0.18 0.06 3.5 0.05 4.59 9.8 44.82 1.48 0.52 90 0.70 1.04 1.60 1.66 441.33 455.50 14.17 no x 29 444.43 15 4.59 63.25 3.45 2.18 9.8 0.37 0.72 2.8 1.99 0.12 0.04 90 0.70 0.08 0.50 2.68 447.11 454.05 6.94 no 27 450.65 15 0.72 90.67 0.28 0.25 2.8 0.03 0.73 3.8 2.80 0.23 0.08 10 0.19 0.04 0.15 0.40 451.05 455.50 4.45 no 25 451.20 15 0.73 121.90 0.52 0.64 3.8 0.06 0.37 2.3 0.85 0.08 0.03 90 0.70 0.06 0.14 0.78 451.98 459.18 7.20 no 23 452.76 15 0.37 57.52 0.19 0.11 2.3 0.02 0.00 0.00 0.00 0.19 0.00 0.02 0.13 452.89 459.05 6.16 no 31 447.71 15 1.82 68.00 0.46 0.31 3.6 0.05 0.00 0.05 0.36 448.07 454.05 5.98 no 37 442.04 15 2.89 16.31 0.20 0.03 2.4 0.02 1.64 7.3 11.99 0.83 0.29 70 0.61 0.51 0.82 0.85 442.89 445.57 2.68 yes x 35 442.89 15 1.64 158.01 1.94 3.06 7.3 0.21 1.23 4.1 1 5.09 0.26 0.09 50 0.47 0.12 0.42 3.48 446.37 467.21 20.84 no 33 460.86 15 1.23 52.33 0.61 0.32 4.1 0.07 0.00 0.00 0.00 0.19 0.00 0.07 0.39 461.25 466.79 5.54 no 47 442.89 15 1.69 89.33 0.07 0.06 1.4 0.01 1.70 8.6 14.57 1.14 0.40 40 0.38 0.43 0.84 0.90 443.79 451.00 7.21 no x 45 448.00 15 1.70 48.70 2.65 1.29 8.6 0.29 1.70 8.6 14.60 1.14 0.40 0 0.19 0.22 0.90 2.19 450.19 463.00 12.81 no 43 459.00 15 1.70 40.30 2.65 1.07 8.6 0.29 1.22 5.3 6.41 0.43 0.15 0 0.19 0.08 0.52 1.59 460.59 469.53 8.94 no 41 462.50 15 1.22 55.98 1.00 0.56 5.3 0.11 0.00 0.00 0.00 0.19 0.00 0.11 0.67 463.17 469.53 6.36 no 59 481.20 18 12.53 45.31 1.42 0.65 7.1 0.20 8.07 6.6 53.11 0.67 0.24 90 0.70 0.47 0.90 1.55 482.75 495.83 13.08 no x 57 492.81 15 8.07 115.46 1.56 1.81 6.6 0.17 4.27 8.6 36.86 1.16 0.41 20 0.22 0.26 0.83 2.63 495.45 503.78 8.33 no x 55 500.74 15 4.27 321.69 2.70 8.67 8.6 0.29 4.06 3.3 13.45 0.17 0.06 0 0.19 0.03 0.38 9.05 509.80 513.79 3.99 yes 53 509.80 15 4.06 40.00 0.40 0.16 3.3 0.04 3.55 2.9 10.28 0.13 0.05 90 0.70 0.09 0.18 0.34 510.13 513.87 3.74 yes x 51 510.13 15 3.55 100.05 0.30 0.30 2.9 0.03 1.22 7.3 8.82 0.82 0.29 70 0.61 0.50 0.82 1.12 511.26 519.94 8.68 no x 49 514.08 15 1.22 42.17 1.90 0.80 7.3 0.20 0.00 0.00 0.00 0.19 0.00 0.20 1.01 515.09 520.29 5.20 yes 69 487.93 15 3.52 37.41 0.30 0.11 2.9 0.03 2.81 4.0 11.11 0.24 0.09 90 0.70 0.17 0.29 0.40 488.33 495.57 7.24 no x 67 488.33 15 2.81 40.00 0.57 0.23 4.0 0.06 0.00 0.00 0.00 0.19 0.00 0.06 0.29 488.62 495.57 6.95 no 65 488.09 15 2.33 71.96 2.38 1.71 8.1 0.26 0.00 0.00 0.00 0.19 0.00 0.26 1.96 490.05 498.45 8.39 no 99 435.00 30 32.34 45.61 0.62 0.28 6.6 0.17 32.43 6.6 214.39 0.68 0.24 0 0.19 0.13 0.54 0.82 435.82 450.01 14.19 no x 97 446.00 30 32.43 57.03 0.63 0.36 6.6 0.17 32.51 6.6 215.37 0.68 0.24 40 0.38 0.26 0.67 1.02 447.02 460.02 13.00 yes x 95 449.51 30 32.51 43.19 0.63 0.27 6.6 0.17 23.95 4.9 116.91 0.37 0.13 90 0.70 0.26 0.56 0.83 450.34 467.94 17.60 no x 93 462.00 30 23.95 252.00 0.34 0.86 4.9 0.09 22.36 4.6 101.91 0.32 0.11 0 0.19 0.06 0.27 1.13 463.13 475.13 12.00 no x 91 468.00 30 22.36 133.39 0.30 0.40 4.6 0.08 22.22 4.5 100.60 0.32 0.11 0 0.19 0.06 0.25 0.65 468.65 478.28 9.63 no x 89 469.43 30 22.22 166.38 0.29 0.49 4.5 0.08 21.97 4.5 98.41 0.31 0.11 90 0.70 0.22 0.41 0.90 470.33 478.33 8.00 1 no x 87 470.86 30 21.97 56.64 0.29 0.16 4.5 0.08 21.53 4.4 94.46 0.30 0.10 60 0.55 0.16 0.35 0.51 471.37 478.33 6.96 no x 85 471.53 30 21.53 80.11 0.28 0.22 4.4 0.07 19.90 6.3 126.15 0.62 0.22 40 0.38 0.24 0.53 0.75 472.28 476.90 4.62 no x 83 472.28 24 19.90 80.17 0.78 0.62 6.3 0.16 16.56 5.3 87.38 0.43 0.15 0 0.19 0.08 0.39 1.01 473.29 478.61 5.32 yes x 81 474.60 24 16.56 185.03 0.54 0.99 5.3 0.11 14.22 4.5 64.42 0.32 0.11 0 0.19 0.06 0.28 1.27 475.87 488.38 12.51 no x 79 483.60 24 14.22 229.10 0.40 0.91 4.5 0.08 11.90 6.7 80.24 0.71 0.25 0 0.19 0.13 0.46 1.37 484.97 495.30 10.33 no x 77 489.20 18 11.90 113.53 1.29 1.46 6.7 0.18 8.96 5.1 45.49 0.40 0.14 0 0.19 0.08 0.39 1.85 491.05 499.02 7.97 no x 75 495.52 18 8.96 272.81 0.73 1.99 5.1 0.10 5.08 4.1 21.03 0.27 0.09 30 0.28 0.07 0.27 2.26 497.78 519.58 21.80 no x 73 511.94 15 5.08 56.56 0.62 0.35 4.1 0.07 4.27 5.7 24.34 0.50 0.18 60 0.55 0.28 0.52 0.87 512.81 520.49 7.68 yes x 71 513.50 15 4.27 42.57 1.17 0.50 5.7 0.13 0.00 0.00 0.00 0.19 0.00 0.13 0.63 514.13 520.45 6.32 no 127 462.00 30 6.40 112.41 0.55 0.62 6.2 0.15 4.84 8.4 40.84 1.10 0.39 0 0.19 0.21 0.74 1.36 463.36 468.50 5.14 no 125 463.36 30 4.84 249.77 1.02 2.54 8.4 0.28 3.40 8.4 28.56 1.09 0.38 0 0.19 0.21 0.87 3.41 466.77 477.30 10.53 no 123 470.82 30 3.40 281.55 1.01 2.84 8.4 0.27 3.06 4.3 13.08 0.28 0.10 90 0.70 0.20 0.57 3.41 474.23 487.96 13.73 no 121 481.78 24 3.06 56.03 0.35 0.20 4.3 0.07 2.84 5.0 14.24 0.39 0.14 50 0.47 0.18 0.39 0.59 482.37 487.96 5.59 no 119 482.37 24 2.84 50.25 0.48 0.24 5.0 0.10 1.76 1.4 2.52 0.03 0.01 50 0.47 0.02 0.12 0.37 482.73 487.70 4.97 no 117 482.73 15 1.76 44.00 0.07 0.03 1.4 0.01 0.00 0.00 0.00 0.19 0.00 0.01 0.04 482.77 487.70 4.93 no x Page 1 of 2 North Pointe Subdivision Section I DATE. 12/18/2018 REVISED: REVISED: HYDRAULIC GRADE LINE COMPUTATION 10 yr Event JUNCTION LOSS INLET/STATION Upstream Outflow 1 OUTLET WATER Do Qo Lo Sfo % Hf Vo Ho Qi Vi Qivi Vi^2/2g Hi Angle K delta H Ht 1.3 Ht 0.5 Ht Final H Inlet Water Rim Elev. SURFACE ELEV. 90-15 Surface Elev. 2 3 4.00 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 WSE check 21 Hydraulic Grade Line above Crown of Pie Overide Open Channel Flow Velocity with Velocity flowing full 129 471.00 15 0.81 56.09 0.29 0.16 2.9 0.03 0.00 0.00 0.00 0.19 0.00 0.03 0.20 471.20 477.30 6.10 no 131 461.52 15 1.93 56.01 0.47 0.27 3.6 0.05 0.00 0.00 0.00 0.19 0.00 0.05 0.32 461.84 467.80 5.96 no 115 469.00 15 1.42 56.12 0.40 0.23 3.3 0.04 0.00 0.00 0.00 0.19 0.00 0.04 0.27 469.27 475.28 6.01 no 113 473.29 15 1.68 43.22 0.07 0.03 1.4 0.01 0.00 0.00 0.00 0.19 0.00 0.01 0.04 473.33 478.22 4.89 yes x 111 489.00 15 0.17 40.28 0.12 0.05 1.8 0.01 0.00 0.00 0.00 0.19 0.00 0.01 0.06 489.06 495.40 6.34 no 109 495.32 15 2.41 48.36 2.42 1.17 8.2 0.26 0.00 0.00 0.00 0.19 0.00 0.26 1.43 496.75 500.47 3.72 no 107 511.75 15 3.63 40.00 0.32 0.13 3.0 0.03 3.38 2.8 9.30 0.12 0.04 50 0.47 0.06 0.13 0.26 512.01 519.58 7.57 no x 105 512.05 15 3.38 53.14 0.27 0.15 2.8 0.03 2.50 8.3 20.76 1.07 0.37 0.19 0.20 0.61 0.75 512.80 522.47 9.67 no x 103 514.28 15 2.50 52.49 2.48 1.30 8.3 0.27 0.00 0.00 0.00 0.19 0.00 0.27 1.57 515.85 524.08 8.23 no 155 450.84 24 23.63 34.37 1.09 0.38 7.5 0.22 23.83 7.6 180.83 0.89 0.31 0 0.19 0.17 0.70 1.08 451.92 455.00 3.08 yes x 153 451.92 24 23.83 139.39 1.11 1.55 7.6 0.22 20.64 6.6 135.73 0.67 0.23 0.19 0.13 0.59 2.13 454.06 475.54 21.48 no x 151 472.43 24 20.64 144.96 0.83 1.21 6.6 0.17 18.13 5.8 104.65 0.52 0.18 0.19 0.10 0.45 1.66 474.09 481.39 7.30 no x 149 478.30 24 18.13 173.75 0.64 1.12 5.8 0.13 17.49 5.6 97.37 0.48 0.17 70 0.61 0.29 0.59 1.71 480.01 492.05 12.04 no x 147 487.44 24 17.49 78.87 0.60 0.47 5.6 0.12 11.35 3.6 40.99 0.20 0.07 70 0.61 0.12 0.31 0.79 488.23 496.00 7.77 no x 145 489.30 24 11.35 132.67 0.25 0.33 3.6 0.05 11.47 3.7 41.86 0.21 0.07 20 0.22 0.05 0.17 0.50 489.81 498.45 8.64 no x 143 491.40 24 11.47 108.93 0.26 0.28 3.7 0.05 6.66 3.8 25.10 0.22 0.08 20 0.22 0.05 0.18 0.46 491.85 497.94 6.09 no x 141 491.85 18 6.66 90.76 0.40 0.37 3.8 0.06 6.38 3.6 23.08 0.20 0.07 20 0.22 0.04 0.17 0.54 492.39 499.24 6.85 no x 139 493.66 18 6.38 88.85 0.37 0.33 3.6 0.05 5.12 4.2 21.33 0.27 0.09 0 0.19 0.05 0.20 0.53 494.19 503.55 9.36 no x 137 499.00 15 5.12 152.97 0.63 0.96 4.2 0.07 4.95 4.0 19.96 0.25 0.09 50 0.47 0.12 0.27 1.24 500.24 516.69 16.45 no x 135 512.00 15 4.95 49.39 0.59 0.29 4.0 0.06 3.66 3.0 10.91 0.14 0.05 90 0.70 0.10 0.21 0.50 512.50 519.65 7.15 no x 133 512.50 15 3.66 46.39 0.32 0.15 3.0 0.03 0.00 0.00 0.00 0.19 0.00 0.03 0.18 512.68 518.96 6.28 no x 173 471.14 15 2.43 62.97 1.74 1.10 6.9 0.19 0.00 0.00 0.00 0.19 0.00 0.19 1.28 472.42 477.02 4.60 yes 171 475.19 15 2.71 40.02 0.64 0.26 4.2 0.07 0.00 0.00 0.00 0.19 0.00 0.07 0.32 475.52 481.39 5.88 no 169 488.38 15 6.62 40.18 1.05 0.42 5.4 0.11 4.31 3.5 15.13 0.19 0.07 40 0.38 0.07 0.25 0.67 489.05 495.66 6.61 no x 167 490.68 15 4.31 49.38 0.45 0.22 3.5 0.05 3.38 2.8 9.31 0.12 0.04 50 0.47 0.06 0.14 0.36 491.05 497.64 6.59 no x 165 491.27 15 3.38 40.02 0.27 0.11 2.8 0.03 0.87 4.8 4.16 0.35 0.12 40 0.38 0.13 0.29 0.40 491.67 497.57 5.90 no x 163 491.77 15 0.87 48.65 0.82 0.40 4.8 0.09 0.00 0.00 0.00 0.19 0.00 0.09 0.49 492.26 497.00 4.73 no 161 491.85 15 4.59 40.00 0.50 0.20 3.7 0.05 0.00 0.00 0.00 0.19 0.00 0.05 0.26 492.11 497.94 5.83 no x 159 497.00 15 1.11 40.55 0.35 0.14 3.1 0.04 0.00 0.00 0.00 0.19 0.00 0.04 0.18 497.18 503.99 6.81 no 181 503.20 18 6.28 20.85 0.36 0.07 3.6 0.05 6.37 3.6 22.96 0.20 0.07 30 0.28 0.06 0.18 0.25 503.45 504.79 1.34 no x 179 503.45 18 6.37 113.07 0.37 0.42 3.6 0.05 6.38 3.6 23.04 0.20 0.07 0 0.19 0.04 0.16 0.58 504.03 510.67 6.64 no x 177 504.89 18 6.38 22.31 0.37 0.08 3.6 0.05 1.78 4.6 8.08 0.32 0.11 0 0.19 0.06 0.22 0.31 505.20 511.37 6.17 no x 175 505.20 15 1.78 39.76 0.75 0.30 4.6 0.08 1 0.00 0.00 0.00 0.19 0.00 0.08 0.38 505.58 511.37 5.79 no 199 447.25 18 7.90 45.17 0.57 0.26 4.5 0.08 7.94 4.5 35.69 0.31 0.11 0 0.19 0.06 0.25 0.50 447.75 461.08 13.32 yes x 197 456.78 18 7.94 74.23 0.57 0.42 4.5 0.08 8.08 4.6 36.96 0.32 0.11 1 70 0.61 0.20 0.39 0.82 457.59 480.95 23.35 no x 195 470.49 18 8.08 90.68 0.59 0.54 4.6 0.08 7.40 4.2 30.97 0.27 0.10 30 0.28 0.08 0.25 0.79 471.28 482.23 10.95 no x 193 471.50 18 7.40 127.54 0.50 0.63 4.2 0.07 7.04 5.7 40.38 0.51 0.18 40 0.38 0.19 0.44 1.07 472.57 487.10 14.53 no x 191 472.82 15 7.04 43.44 1.19 0.52 5.7 0.13 6.72 5.5 36.84 0.47 0.16 60 0.55 0.26 0.55 1.06 473.89 487.10 13.21 yes x 189 473.89 15 6.72 52.61 1.08 0.57 5.5 0.12 5.70 4.6 26.51 0.34 0.12 30 0.28 0.09 0.33 0.90 474.79 486.76 11.97 yes x 187 474.79 15 5.70 161.46 0.78 1.26 4.6 0.08 2.19 1.8 3.90 0.05 0.02 90 0.70 0.03 0.14 1.40 476.18 484.34 8.16 no x 185 476.18 15 2.19 56.00 0.11 0.06 1.8 0.01 0.00 0.00 0.00 0.19 0.00 0.01 0.08 476.26 484.34 8.08 no x 203 474.71 15 1.15 40.07 0.36 0.14 3.2 0.04 0.00 0.00 0.00 0.19 0.00 0.04 0.18 474.89 480.91 1 6.02 no Page 2 of 2 North Pointe Subdivision Section I DATE. 12/18/2018 REVISED: REVISED: HYDRAULIC GRADE LINE COMPUTATION 100 yr Event JUNCTION LOSS INLET/STATION Upstream Outflow 1 OUTLET WATER Do Qo Lo Sfo % Hf Vo Ho Qi Vi QiVi Vi^2/2g Hi Angle K delta H Ht 1.3 Ht 0.5 Ht Final H Inlet Water Rim Elev. SURFACE ELEV. 90-15 Surface Elev. 2 3 4.00 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 WSE check 21 Hydraulic Grade Line above Crown of Pie Overide Open Channel Flow Velocity with Velocity flowing full 10-YR WSE IN EX. SWM/BMP 1 434.25 E81 436.25 30 40.34 246.93 0.97 2.39 8.2 0.26 41.48 8.5 350.62 1.11 0.39 0 0.19 0.21 0.86 3.25 439.50 442.50 3.00 yes x E15 439.50 30 41.48 254.63 1.02 2.61 8.5 0.28 41.57 8.5 352.29 1.11 0.39 0 0.19 0.21 0.88 3.49 442.99 444.00 1.01 yes x E13 442.99 30 41.57 22.17 1.03 0.23 8.5 0.28 28.18 5.7 161.80 0.51 0.18 90 0.70 0.36 0.82 1.04 444.03 447.25 3.22 yes x E12D 444.03 30 28.18 32.63 0.47 0.15 5.7 0.13 7.52 6.1 46.05 0.58 0.20 90 0.70 0.41 0.74 0.89 444.93 455.50 10.57 yes x 29 444.93 15 7.52 63.25 1.36 0.86 6.1 0.15 1.17 3.2 3.69 0.15 0.05 90 0.70 0.11 0.31 1.17 446.09 454.05 7.96 no x 27 450.65 15 1.17 90.67 0.36 0.32 3.2 0.04 1.21 4.4 5.24 0.29 0.10 10 0.19 0.06 0.20 0.52 451.17 455.50 4.33 no 25 451.20 15 1.21 121.90 0.68 0.83 4.4 0.07 0.61 2.6 1.60 0.11 0.04 90 0.70 0.07 0.19 1.02 452.22 459.18 6.96 no 23 452.76 15 0.61 57.52 0.25 0.14 2.6 0.03 0.00 0.00 0.00 0.19 0.00 0.03 0.17 452.93 459.05 6.12 no 31 447.71 15 2.98 68.00 0.58 0.39 4.0 0.06 0.00 0.06 0.46 448.17 454.05 5.88 no 37 442.04 15 4.73 16.31 0.54 0.09 3.9 0.06 2.69 8.4 22.59 1.10 0.38 70 0.61 0.67 1.11 1.20 443.23 445.57 2.34 yes x 35 443.23 15 2.69 158.01 2.55 4.03 8.4 0.27 2.03 4.7 9.56 1 0.34 0.12 1 50 0.47 0.16 0.56 1 4.58 447.82 467.21 19.39 no 33 460.86 15 2.03 52.33 0.80 0.42 4.7 0.09 0.00 0.00 0.00 0.19 0.00 0.09 0.51 461.37 466.79 5.42 no 47 443.23 15 2.77 89.33 0.18 0.17 2.3 0.02 2.78 9.8 27.30 1.49 0.52 40 0.38 0.57 1.11 1.28 444.51 451.00 6.49 yes x 45 448.00 15 2.78 48.70 3.48 1.69 9.8 0.37 2.79 9.8 27.40 1.50 0.52 0 0.19 0.28 1.18 2.88 450.88 463.00 12.12 no 43 459.00 15 2.79 40.30 3.48 1.40 9.8 0.37 1.99 6.0 12.01 0.56 0.20 0 0.19 0.11 0.68 2.08 461.08 469.53 8.45 no 41 462.50 15 1.99 55.98 1.31 0.73 6.0 0.14 0.00 0.00 0.00 0.19 0.00 0.14 0.87 463.37 469.53 6.16 no 59 481.20 18 20.63 45.31 3.86 1.75 11.7 0.53 13.29 10.8 143.93 1.82 0.64 90 0.70 1.28 2.44 4.19 485.39 495.83 10.44 yes x 57 492.81 15 13.29 115.46 4.24 4.89 10.8 0.46 7.01 5.7 40.10 0.51 0.18 20 0.22 0.11 0.74 5.64 498.45 503.78 5.33 yes x 55 500.74 15 7.01 321.69 1.18 3.80 5.7 0.13 6.68 5.4 36.35 0.46 0.16 0 0.19 0.09 0.38 4.17 504.92 513.79 8.87 no x 53 507.28 15 6.68 40.00 1.07 0.43 5.4 0.12 5.83 4.8 27.74 0.35 0.12 90 0.70 0.25 0.48 0.91 508.19 513.87 5.68 no x 51 508.98 15 5.83 100.05 0.82 0.82 4.8 0.09 2.00 8.4 16.67 1.08 0.38 70 0.61 0.66 1.13 1.94 510.92 519.94 9.02 no x 49 514.08 15 2.00 42.17 2.52 1.06 8.4 0.27 0.00 0.00 0.00 0.19 0.00 0.27 1.33 515.41 520.29 4.88 yes 69 487.93 15 5.74 37.41 0.79 0.30 4.7 0.09 4.58 3.7 17.11 0.22 0.08 90 0.70 0.15 0.31 0.61 488.54 495.57 7.03 yes x 67 488.54 15 4.58 40.00 0.50 0.20 3.7 0.05 0.00 0.00 0.00 0.19 0.00 0.05 0.26 488.79 495.57 6.78 no x 65 488.09 15 3.80 71.96 3.09 2.22 9.3 0.33 0.00 0.00 0.00 0.19 0.00 0.33 2.56 490.65 498.45 7.80 yes 99 435.00 30 53.50 45.61 1.70 0.78 10.9 0.46 53.64 10.9 586.44 1.86 0.65 0 0.19 0.35 1.46 2.24 437.24 450.01 12.77 yes x 97 446.00 30 53.64 57.03 1.71 0.98 10.9 1 0.46 53.75 1 11.0 588.89 1 1.86 0.65 40 0.38 0.71 1.82 2.80 448.80 460.02 11.22 yes x 95 449.51 30 53.75 43.19 1.72 0.74 11.0 0.47 39.55 8.1 318.90 1.01 0.35 90 0.70 0.71 1.53 2.27 451.78 467.94 16.16 yes x 93 462.00 30 39.55 252.00 0.93 2.35 8.1 0.25 36.91 7.5 277.63 0.88 0.31 0 0.19 0.17 0.73 3.07 465.07 475.13 10.05 yes x 91 468.00 30 36.91 133.39 0.81 1.08 7.5 0.22 36.64 7.5 273.59 0.87 0.30 0 0.19 0.16 0.69 1.77 469.77 478.28 8.51 no x 89 469.77 30 36.64 166.38 0.80 1.33 7.5 0.22 36.23 7.4 267.51 0.85 0.30 90 0.70 0.59 1.11 2.43 472.20 478.33 6.13 yes x 87 472.20 30 36.23 56.64 0.78 0.44 7.4 0.21 35.48 7.2 256.55 0.81 0.28 60 0.55 0.45 0.94 1.38 473.59 478.33 4.74 yes x 85 473.59 30 35.48 80.11 0.75 0.60 7.2 0.20 32.79 10.4 342.36 1.69 0.59 40 0.38 0.64 1.44 2.04 475.63 476.90 1.27 yes x 83 475.63 24 32.79 80.17 2.10 1.69 10.4 0.42 27.27 8.7 236.81 1.17 0.41 0 0.19 0.22 1.06 2.74 478.37 478.61 0.24 yes x 81 478.37 24 27.27 185.03 1.46 2.69 8.7 0.29 23.39 7.4 174.21 0.86 0.30 0 0.19 0.16 0.76 3.45 481.82 488.38 6.56 yes x 79 483.60 24 23.39 229.10 1.07 2.45 7.4 0.22 19.57 11.1 216.79 1.91 0.67 0 0.19 0.36 1.24 3.70 487.30 495.30 8.00 yes x 77 489.20 18 19.57 113.53 3.48 3.95 11.1 0.48 14.72 8.3 122.64 1.08 0.38 0 0.19 0.20 1.06 5.00 494.20 499.02 4.82 yes x 75 495.52 18 14.72 272.81 1.97 5.36 8.3 0.27 8.34 6.8 56.67 0.72 0.25 30 0.28 0.20 0.72 6.09 501.61 519.58 17.97 no x 73 511.94 15 8.34 56.56 1.67 0.94 6.8 0.18 7.01 5.7 40.05 0.51 0.18 60 0.55 0.28 0.64 1.58 513.52 520.49 6.97 yes x 71 513.52 15 7.01 42.57 1.18 0.50 5.7 0.13 0.00 0.00 0.00 0.19 0.00 0.13 0.63 514.15 520.45 6.30 no x 127 462.00 30 10.55 112.41 0.07 0.07 2.2 0.02 7.98 9.7 77.25 1.46 0.51 0 0.19 0.28 0.80 0.88 462.88 468.50 5.62 no x 125 463.22 30 7.98 249.77 1.34 3.35 9.7 0.36 5.60 9.7 54.09 1.45 0.51 0 0.19 0.28 1.15 4.50 467.72 477.30 9.58 no 123 470.82 30 5.60 281.55 1.34 3.76 9.7 0.36 5.04 1.6 8.08 0.04 0.01 90 0.70 0.03 0.40 4.17 474.99 487.96 12.97 no 121 481.78 24 5.04 56.03 0.05 0.03 1.6 0.01 4.67 5.7 26.77 0.51 0.18 50 0.47 0.24 0.43 0.46 482.24 487.96 5.72 no x 119 482.24 24 4.67 50.25 0.63 0.32 5.7 0.13 2.89 2.4 6.82 0.09 0.03 50 0.47 0.04 0.20 0.52 482.75 487.70 4.95 no 117 482.75 15 2.89 44.00 0.20 0.09 2.4 0.02 0.00 0.00 0.00 0.19 0.00 0.02 0.11 482.86 487.70 4.84 no x Page 1 of 2 North Pointe Subdivision Section I DATE. 12/18/2018 REVISED: REVISED: HYDRAULIC GRADE LINE COMPUTATION 100 yr Event JUNCTION LOSS INLET/STATION Upstream Outflow 1 OUTLET WATER Do Qo Lo Sfo % Hf Vo Ho Qi Vi QiVi Vi^2/2g Hi Angle K delta H Ht 1.3 Ht 0.5 Ht Final H Inlet Water Rim Elev. SURFACE ELEV. 90-15 Surface Elev. 2 3 4.00 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 WSE check 21 Hydraulic Grade Line above Crown of Pie Overide Open Channel Flow Velocity with Velocity flowing full 129 471.00 15 1.33 56.09 0.38 0.22 3.3 0.04 0.00 0.00 0.00 0.19 0.00 0.04 0.26 471.26 477.30 6.04 no 131 461.52 15 3.17 56.01 0.59 0.33 4.1 0.06 0.00 0.00 0.00 0.19 0.00 0.06 0.40 461.92 467.80 5.88 no 115 469.00 15 2.32 56.12 0.51 0.29 3.8 0.06 0.00 0.00 0.00 0.19 0.00 0.06 0.34 469.34 475.28 5.93 no 113 478.37 15 2.76 43.22 0.18 0.08 2.2 0.02 0.00 0.00 0.00 0.19 0.00 0.02 0.10 478.47 478.22 -0.25 yes x 111 489.00 15 0.28 40.28 0.00 0.00 0.2 0.00 0.00 0.00 0.00 0.19 0.00 0.00 0.00 489.00 495.40 6.40 no x 109 495.32 15 3.93 48.36 0.37 0.18 3.2 0.04 0.00 0.00 0.00 0.19 0.00 0.04 0.22 495.54 500.47 4.93 no x 107 511.75 15 5.96 40.00 0.85 0.34 4.9 0.09 5.54 4.5 25.04 0.32 0.11 50 0.47 0.15 0.35 0.69 512.44 519.58 7.14 yes x 105 512.44 15 5.54 53.14 0.74 0.39 4.5 0.08 4.11 9.5 38.82 1.39 0.49 0.19 0.26 0.83 1.22 513.66 522.47 8.81 no x 103 514.28 15 4.11 52.49 3.23 1.69 9.5 0.35 0.00 0.00 0.00 0.19 0.00 0.35 2.04 516.32 524.08 7.76 no 155 450.84 24 38.76 34.37 2.94 1.01 12.3 0.59 39.06 12.4 486.00 2.40 0.84 0 0.19 0.46 1.89 2.90 453.74 455.00 1.26 yes x 153 453.74 24 39.06 139.39 2.99 4.16 12.4 0.60 33.83 10.8 364.38 1.80 0.63 0.19 0.34 1.57 5.74 459.48 475.54 16.06 no x 151 472.43 24 33.83 144.96 2.24 3.25 10.8 0.45 29.68 9.5 280.60 1.39 0.49 0.19 0.26 1.20 4.45 476.88 481.39 4.51 yes x 149 478.30 24 29.68 173.75 1.72 3.00 9.5 0.35 28.62 9.1 260.94 1.29 0.45 70 0.61 0.79 1.59 4.58 482.89 492.05 9.16 no x 147 487.44 24 28.62 78.87 1.60 1.26 9.1 0.32 18.56 5.9 109.75 0.54 0.19 70 0.61 0.33 0.84 2.11 489.55 496.00 6.45 yes x 145 489.55 24 18.56 132.67 0.67 0.89 5.9 0.14 18.75 6.0 111.98 0.55 0.19 20 0.22 0.12 0.45 1.35 490.89 498.45 7.56 no x 143 491.40 24 18.75 108.93 0.69 0.75 6.0 0.14 10.89 6.2 67.11 0.59 0.21 20 0.22 0.13 0.47 1.22 492.62 497.94 5.32 yes x 141 492.62 18 10.89 90.76 1.08 0.98 6.2 0.15 10.44 5.9 61.67 0.54 0.19 20 0.22 0.12 0.46 1.43 494.05 499.24 5.19 yes x 139 494.05 18 10.44 88.85 0.99 0.88 5.9 0.14 8.36 6.8 56.96 0.72 0.25 0 0.19 0.14 0.52 1.40 495.46 503.55 8.09 no x 137 499.00 15 8.36 152.97 1.68 2.57 6.8 0.18 8.08 6.6 53.28 0.67 0.24 50 0.47 0.32 0.73 3.30 502.30 516.69 14.39 no x 135 512.00 15 8.08 49.39 1.57 0.77 6.6 0.17 5.98 4.9 29.12 0.37 0.13 90 0.70 0.26 0.56 1.33 513.33 519.65 6.32 yes x 133 513.33 15 5.98 46.39 0.86 0.40 4.9 0.09 0.00 0.00 0.00 0.19 0.00 0.09 0.49 513.82 518.96 5.14 yes x 173 471.14 15 3.97 62.97 2.24 1.41 7.9 0.24 0.00 0.00 0.00 0.19 0.00 0.24 1.65 472.79 477.02 4.23 yes 171 476.88 15 4.46 40.02 0.77 0.31 4.6 0.08 0.00 0.00 0.00 0.19 0.00 0.08 0.39 477.27 481.39 4.12 yes 169 489.55 15 10.79 40.18 2.80 1.12 8.8 0.30 7.04 5.7 40.37 0.51 0.18 40 0.38 0.19 0.67 1.80 491.34 495.66 4.32 yes x 167 491.34 15 7.04 49.38 1.19 0.59 5.7 0.13 5.52 4.5 24.86 0.31 0.11 50 0.47 0.15 0.39 0.97 492.32 497.64 5.32 yes x 165 492.32 15 5.52 40.02 0.73 0.29 4.5 0.08 1.43 5.5 7.80 0.46 0.16 40 0.38 0.18 0.42 0.71 493.03 497.57 4.54 yes x 163 493.03 15 1.43 48.65 1.08 0.53 5.5 0.12 0.00 0.00 0.00 0.19 0.00 0.12 0.64 493.67 497.00 3.33 yes 161 492.62 15 7.48 40.00 1.34 0.54 6.1 0.14 0.00 0.00 0.00 0.19 0.00 0.14 0.68 493.30 497.94 4.64 yes x 159 497.00 15 1.82 40.55 0.45 0.18 3.5 0.05 0.00 0.00 0.00 0.19 0.00 0.05 0.23 497.23 503.99 6.76 no 181 503.20 18 10.30 20.85 0.96 0.20 5.8 0.13 10.46 5.9 61.90 0.54 0.19 30 0.28 0.15 0.47 0.68 503.88 504.79 0.91 yes x 179 503.88 18 10.46 113.07 0.99 1.12 5.9 0.14 10.48 5.9 62.15 0.55 0.19 0 0.19 0.10 0.43 1.55 505.43 510.67 5.24 yes x 177 505.43 18 10.48 22.31 1.00 0.22 5.9 0.14 2.92 2.4 6.95 0.09 0.03 0 0.19 0.02 0.18 0.41 505.84 511.37 5.53 yes x 175 505.84 15 2.92 39.76 0.20 0.08 2.4 0.02 0.00 0.00 0.00 0.19 0.00 0.02 0.10 505.94 511.37 5.43 yes x 199 447.25 18 12.97 45.17 1.53 0.69 7.3 0.21 13.03 7.4 96.08 0.84 0.30 0 ().19 0.16 0.67 1.36 448.61 461.08 12.47 yes x 197 456.78 18 13.03 74.23 1.54 1.14 7.4 0.21 13.21 7.5 98.77 0.87 0.30 70 0.61 0.53 1.04 2.19 458.97 480.95 21.98 no x 195 470.49 18 13.21 90.68 1.58 1.44 7.5 0.22 12.10 6.8 82.85 0.73 0.25 30 0.28 0.20 0.68 2.11 472.60 482.23 9.63 yes x 193 472.60 18 12.10 127.54 1.33 1.69 6.8 0.18 11.51 9.4 108.08 1.37 0.48 40 0.38 0.52 1.18 2.88 475.48 487.10 11.62 yes x 191 475.48 15 11.51 43.44 3.18 1.38 9.4 0.34 11.00 9.0 98.66 1.25 0.44 60 0.55 0.69 1.47 2.85 478.33 487.10 8.77 yes x 189 478.33 15 11.00 52.61 2.91 1.53 1 9.0 0.31 9.34 7.6 71.19 0.90 0.32 30 0.28 0.25 0.88 2.41 480.74 486.76 6.02 yes x 187 480.74 15 9.34 161.46 2.10 3.38 7.6 0.23 3.59 2.9 10.50 0.13 0.05 90 0.70 0.09 0.36 3.75 484.49 484.34 -0.15 yes x 185 484.49 15 3.59 56.00 0.31 0.17 2.9 0.03 0.00 0.00 0.00 0.19 0.00 0.03 0.21 484.69 484.34 -0.35 yes x 203 474.71 15 1.89 40.07 0.46 0.19 3.6 0.05 0.00 0.00 0.00 0.19 0.00 0.05 0.24 474.94 480.91 1 5.97 1 no Page 2 of 2