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Home My WebLink About20100251 Ver 4_Stormwater Info_20180711Brightwater Pond #1 Antiflotation Calculation Input Data Safety Factor: 1.50 Top Width of Riser (ft) 3.00 Top Length of Riser (ft) 4.00 Thickness of Riser (ft) 0.50 Thickness of Bottom of Riser (ft) 0.50 Top of Riser (ft) 155.50 Invert of Riser (ft) 152.00 Volume of Riser (cf) 27.00 Unit Weight Of Concrete (lb/cf) 150.00 Unit Weight of Water (lb/cf) 62.40 Block Height (ft) 0.00 Block Width (ft) 0.00 Block Length (ft) 0.00 Output Fw (Uplift Force, lb) 2620.80 Fc (Weight of Concrete,lb) 4050.00 Design Volume (cf) 27.00 Design Safety Factor 1.55 Volume OK 1350 POND 1 Antiflotation.xls 7/19/2018 Brightwater Pond 1 Drawdown Time Temporary storage volume = Orifice #ldiameter = Area of orifice = Orifice #2 diameter = Area of orifice = Orifice Coefficient (Cd) _ Orifice elevation= Water elevation= Driving head (H) _ Discharge (Q) _ Drawdown time = 35,674 cf 3 in 1 0.0491 sf 0 in 0 0.0000 sf 0.60 152.00 ft 153.57 ft 0.52 ft 0.1710 cfs 208613 s 57.9 hr 2_4 days 1350 Drawdown.xlsx Printed 7/19/2018 DESIGN REQUIREMENTS: A. Contain the 1 inch storm Drainage Area, (DA) = 9.00 acres Intensity, (I) = 0.13 inches/hr Composite Runoff Coefficient, (C) => 0.30 Maximum Release Rate, (Ql) => 0.35 cfs Drainage Area, (DA) = 9.00 acres Intensity, (I) = 0.13 inches/hr Composite Runoff Coefficient, (C) => 0.76 Peak Release Rate, (Ql) => 0.89 cfs Contour Contour Incr. Accum. Stage Elev. Area Storage Storage (S) (Z) (ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est 152.0 - - - - 152.0 20,019 10 10 0.00 2.30 -6.91 0.00 152.5 21,889 10,477 10,487 0.50 9.26 -0.69 0.52 153.0 22,845 11,184 21,671 1.00 9.98 0.00 1.00 153.5 23,815 11,665 33,336 1.50 10.41 0.41 1.48 154.0 25,797 12,403 45,739 2.00 10.73 0.69 1.97 154.5 26,810 13,152 58,890 2.50 10.98 0.92 2.47 155.0 27,836 13,662 72,552 3.00 11.19 1.10 2.98 156.0 28,877 28,357 100,908 4.00 11.52 1.39 4.02 156.3 29,403 7,285 108,193 4.25 11.59 1.45 4.28 Regression Output: b= 1.11 (X Variable Coeff) Ks= 21,565 (ey-intercept) Stage - Storage Equation is of the form: S = (Ks)(Z)b printed: 7/19/2018 1:20 PM Page 1 of 20 Barrel Number of Barrels = Dia. of Barrel = Area of Barrel, (Ab) _ Pipe Length, (L) _ Friction Coeff, (Kp) _ Inv. of Barrel = Riser Elev. of Riser Crest = Rectangular Length Weir= M 24 inches Total Weir Length= Area of Riser = Orifice in Riser Dia. of Orifice = Number of Orifices = Area of Orifice, (Ab) _ Orifice Coefficient (Cd) _ Inv. of Orifice = Length of weir-- Top eir=Top of weir-- Weir eir=Weir Coefficient (Cw)= Width of Spillway (Approx.) _ Weir Coefficient = Crest Elevation = Maximum Release Rate, (Ql) _ Release Rate, (Qi) _ Normal Water Surface Elev. _ Water Surface Elev. @ Outlet (Ql) _ Width Weir= 1 18 inches 1.77 sf 72.3 feet 0.01550 152.00 feet 155.50 feet 36 inches 10.00 feet 6.00 sq. ft. 3.00 inches 1 0.05 sf 0.60 152.00 feet 1.25 feet 153.57 feet 3.00 30 feet 3.3 156.00 feet 0.351 cfs 0.284 cfs 152.00 feet printed: 7/19/2018 1:20 PM 153.57 feet Page 2 of 20 Peak Inflow, (Qp) _> 0.89 cfs Time to Peak Calculation: CN= 91 P= 2.91 in. Q*= 1.99 in. (depth of runoff) Vol= 64,930 cf (vol. of runoff) Time to Peak, (Tp) _> 875.6 minutes (SCS TR -55) t//t /Q Ou t 4 min cfs 0.00 0.000 0 0.00 0.01 0.000 10 0.00 0.02 0.001 20 0.00 0.03 0.003 30 0.00 0.05 0.005 40 0.00 0.06 0.008 50 0.01 0.07 0.012 60 0.01 0.08 0.016 70 0.01 0.09 0.020 80 0.02 0.10 0.026 90 0.02 0.11 0.032 100 0.03 0.13 0.038 110 0.03 0.14 0.046 120 0.04 0.15 0.053 130 0.05 0.16 0.062 140 0.05 0.17 0.071 150 0.06 0.18 0.080 160 0.07 0.19 0.090 170 0.08 0.21 0.101 180 0.09 0.22 0.112 190 0.10 0.23 0.123 200 0.11 0.24 0.135 210 0.12 0.25 0.148 220 0.13 0.26 0.161 230 0.14 0.27 0.174 240 0.15 S= 0.99 in. printed: 7/19/2018 1:20 PM Page 3 of 20 0.29 0.188 250 0.17 0.30 0.202 260 0.18 0.31 0.217 270 0.19 0.32 0.232 280 0.21 0.33 0.247 290 0.22 0.34 0.263 300 0.23 0.35 0.279 310 0.25 0.37 0.295 320 0.26 0.38 0.311 330 0.28 0.39 0.328 340 0.29 0.40 0.345 350 0.31 0.41 0.362 360 0.32 0.42 0.380 370 0.34 0.43 0.397 380 0.35 0.45 0.415 390 0.37 0.46 0.432 400 0.38 0.47 0.450 410 0.40 0.48 0.468 420 0.42 0.49 0.486 430 0.43 0.50 0.504 440 0.45 0.51 0.522 450 0.46 0.53 0.540 460 0.48 0.54 0.558 470 0.50 0.55 0.575 480 0.51 0.56 0.593 490 0.53 0.57 0.611 500 0.54 0.58 0.628 510 0.56 0.59 0.645 520 0.57 0.61 0.662 530 0.59 0.62 0.679 540 0.60 0.63 0.696 550 0.62 0.64 0.712 560 0.63 0.65 0.728 570 0.65 0.66 0.744 580 0.66 0.67 0.760 590 0.68 0.69 0.775 600 0.69 0.70 0.790 610 0.70 0.71 0.804 620 0.72 0.72 0.818 630 0.73 0.73 0.832 640 0.74 0.74 0.845 650 0.75 0.75 0.858 660 0.76 0.77 0.870 670 0.77 0.78 0.882 680 0.78 0.79 0.893 690 0.79 0.80 0.904 700 0.80 0.81 0.914 710 0.81 0.82 0.924 720 0.82 0.83 0.933 730 0.83 0.85 0.942 740 0.84 0.86 0.950 750 0.84 0.87 0.958 760 0.85 0.88 0.965 770 0.86 0.89 0.971 780 0.86 0.90 0.977 790 0.87 0.91 0.982 800 0.87 0.93 0.986 810 0.88 0.94 0.990 820 0.88 0.95 0.993 830 0.88 0.96 0.996 840 0.89 0.97 0.998 850 0.89 0.98 0.999 860 0.89 0.99 1.000 870 0.89 1.01 1.000 880 0.89 1.02 0.999 890 0.89 1.03 0.998 900 0.89 printed: 7/19/2018 1:20 PM Page 4 of 20 1.04 0.996 910 0.89 1.05 0.994 920 0.88 1.06 0.990 930 0.88 1.07 0.987 940 0.88 1.09 0.982 950 0.87 1.10 0.977 960 0.87 1.11 0.972 970 0.86 1.12 0.965 980 0.86 1.13 0.958 990 0.85 1.14 0.951 1000 0.85 1.15 0.943 1010 0.84 1.16 0.934 1020 0.83 1.18 0.925 1030 0.82 1.19 0.915 1040 0.81 1.20 0.905 1050 0.80 1.21 0.894 1060 0.80 1.22 0.883 1070 0.79 1.23 0.871 1080 0.77 1.24 0.859 1090 0.76 1.26 0.848 1100 0.75 1.27 0.835 1110 0.74 1.28 0.823 1120 0.73 1.29 0.811 1130 0.72 1.30 0.799 1140 0.71 1.31 0.787 1150 0.70 1.32 0.775 1160 0.69 1.34 0.764 1170 0.68 1.35 0.753 1180 0.67 1.36 0.742 1190 0.66 1.37 0.731 1200 0.65 1.38 0.720 1210 0.64 1.39 0.709 1220 0.63 1.40 0.699 1230 0.62 1.42 0.688 1240 0.61 1.43 0.678 1250 0.60 1.44 0.668 1260 0.59 1.45 0.659 1270 0.59 1.46 0.649 1280 0.58 1.47 0.639 1290 0.57 1.48 0.630 1300 0.56 1.50 0.621 1310 0.55 1.51 0.611 1320 0.54 1.52 0.602 1330 0.54 1.53 0.593 1340 0.53 1.54 0.585 1350 0.52 1.55 0.576 1360 0.51 1.56 0.568 1370 0.50 1.58 0.559 1380 0.50 1.59 0.551 1390 0.49 1.60 0.543 1400 0.48 printed: 7/19/2018 1:20 PM Page 5 of 20 1.61 0.535 1410 0.48 1.62 0.527 1420 0.47 1.63 0.519 1430 0.46 1.64 0.512 1440 0.45 1.66 0.504 1450 0.45 1.67 0.497 1460 0.44 1.68 0.489 1470 0.44 1.69 0.482 1480 0.43 1.70 0.475 1490 0.42 1.71 0.468 1500 0.42 1.72 0.461 1510 0.41 1.74 0.454 1520 0.40 1.75 0.448 1530 0.40 1.76 0.441 1540 0.39 1.77 0.435 1550 0.39 1.78 0.428 1560 0.38 1.79 0.422 1570 0.38 1.80 0.416 1580 0.37 1.82 0.409 1590 0.36 1.83 0.403 1600 0.36 1.84 0.397 1610 0.35 1.85 0.392 1620 0.35 1.86 0.386 1630 0.34 1.87 0.380 1640 0.34 1.88 0.375 1650 0.33 1.90 0.369 1660 0.33 1.91 0.364 1670 0.32 1.92 0.358 1680 0.32 1.93 0.353 1690 0.31 1.94 0.348 1700 0.31 1.95 0.343 1710 0.30 1.96 0.338 1720 0.30 1.98 0.333 1730 0.30 1.99 0.328 1740 0.29 2.00 0.323 1750 0.29 2.01 0.318 1760 0.28 2.02 0.313 1770 0.28 2.03 0.309 1780 0.27 2.04 0.304 1790 0.27 2.06 0.300 1800 0.27 2.07 0.295 1810 0.26 2.08 0.291 1820 0.26 2.09 0.287 1830 0.25 2.10 0.282 1840 0.25 2.11 0.278 1850 0.25 2.12 0.274 1860 0.24 2.14 0.270 1870 0.24 2.15 0.266 1880 0.24 2.16 0.262 1890 0.23 2.17 0.258 1900 0.23 2.18 0.255 1910 0.23 2.19 0.251 1920 0.22 2.20 0.247 1930 0.22 2.22 0.244 1940 0.22 2.23 0.240 1950 0.21 2.24 0.236 1960 0.21 2.25 0.233 1970 0.21 2.26 0.229 1980 0.20 2.27 0.226 1990 0.20 2.28 0.223 2000 0.20 2.30 0.219 2010 0.20 2.31 0.216 2020 0.19 2.32 0.213 2030 0.19 2.33 0.210 2040 0.19 2.34 0.207 2050 0.18 2.35 0.204 2060 0.18 printed: 7/19/2018 1:20 PM Page 6 of 20 2.36 0.201 2070 0.18 2.38 0.198 2080 0.18 2.39 0.195 2090 0.17 2.40 0.192 2100 0.17 2.41 0.189 2110 0.17 2.42 0.186 2120 0.17 2.43 0.184 2130 0.16 2.44 0.181 2140 0.16 2.46 0.178 2150 0.16 2.47 0.176 2160 0.16 2.48 0.173 2170 0.15 2.49 0.171 2180 0.15 2.50 0.168 2190 0.15 2.51 0.166 2200 0.15 2.52 0.163 2210 0.15 2.54 0.161 2220 0.14 2.55 0.158 2230 0.14 2.56 0.156 2240 0.14 2.57 0.154 2250 0.14 2.58 0.151 2260 0.13 2.59 0.149 2270 0.13 2.60 0.147 2280 0.13 2.62 0.145 2290 0.13 2.63 0.143 2300 0.13 2.64 0.141 2310 0.13 2.65 0.139 2320 0.12 2.66 0.136 2330 0.12 2.67 0.134 2340 0.12 2.68 0.132 2350 0.12 2.70 0.131 2360 0.12 2.71 0.129 2370 0.11 2.72 0.127 2380 0.11 2.73 0.125 2390 0.11 2.74 0.123 2400 0.11 2.75 0.121 2410 0.11 2.76 0.119 2420 0.11 2.78 0.118 2430 0.10 2.79 0.116 2440 0.10 2.80 0.114 2450 0.10 2.81 0.113 2460 0.10 2.82 0.111 2470 0.10 2.83 0.109 2480 0.10 2.84 0.108 2490 0.10 2.86 0.106 2500 0.09 2.87 0.104 2510 0.09 2.88 0.103 2520 0.09 2.89 0.101 2530 0.09 2.90 0.100 2540 0.09 2.91 0.098 2550 0.09 2.92 0.097 2560 0.09 2.94 0.096 2570 0.08 2.95 0.094 2580 0.08 2.96 0.093 2590 0.08 2.97 0.091 2600 0.08 2.98 0.090 2610 0.08 2.99 0.089 2620 0.08 3.00 0.087 2630 0.08 3.02 0.086 2640 0.08 3.03 0.085 2650 0.08 3.04 0.084 2660 0.07 3.05 0.082 2670 0.07 3.06 0.081 2680 0.07 3.07 0.080 2690 0.07 3.08 0.079 2700 0.07 3.10 0.078 2710 0.07 3.11 0.076 2720 0.07 printed: 7/19/2018 1:20 PM Page 7 of 20 3.12 0.075 2730 0.07 3.13 0.074 2740 0.07 3.14 0.073 2750 0.07 3.15 0.072 2760 0.06 3.16 0.071 2770 0.06 3.18 0.070 2780 0.06 3.19 0.069 2790 0.06 3.20 0.068 2800 0.06 3.21 0.067 2810 0.06 3.22 0.066 2820 0.06 3.23 0.065 2830 0.06 3.24 0.064 2840 0.06 3.26 0.063 2850 0.06 3.27 0.062 2860 0.06 3.28 0.061 2870 0.05 3.29 0.060 2880 0.05 3.30 0.059 2890 0.05 3.31 0.059 2900 0.05 3.32 0.058 2910 0.05 3.34 0.057 2920 0.05 3.35 0.056 2930 0.05 3.36 0.055 2940 0.05 3.37 0.054 2950 0.05 3.38 0.054 2960 0.05 3.39 0.053 2970 0.05 3.40 0.052 2980 0.05 3.41 0.051 2990 0.05 3.43 0.050 3000 0.04 3.44 0.050 3010 0.04 3.45 0.049 3020 0.04 3.46 0.048 3030 0.04 3.47 0.048 3040 0.04 3.48 0.047 3050 0.04 3.49 0.046 3060 0.04 3.51 0.045 3070 0.04 3.52 0.045 3080 0.04 3.53 0.044 3090 0.04 3.54 0.044 3100 0.04 3.55 0.043 3110 0.04 3.56 0.042 3120 0.04 3.57 0.042 3130 0.04 3.59 0.041 3140 0.04 3.60 0.040 3150 0.04 3.61 0.040 3160 0.04 3.62 0.039 3170 0.03 3.63 0.039 3180 0.03 3.64 0.038 3190 0.03 3.65 0.038 3200 0.03 3.67 0.037 3210 0.03 3.68 0.036 3220 0.03 3.69 0.036 3230 0.03 3.70 0.035 3240 0.03 3.71 0.035 3250 0.03 3.72 0.034 3260 0.03 3.73 0.034 3270 0.03 3.75 0.033 3280 0.03 3.76 0.033 3290 0.03 3.77 0.032 3300 0.03 3.78 0.032 3310 0.03 3.79 0.031 3320 0.03 3.80 0.031 3330 0.03 3.81 0.030 3340 0.03 3.83 0.030 3350 0.03 3.84 0.030 3360 0.03 3.85 0.029 3370 0.03 3.86 0.029 3380 0.03 printed: 7/19/2018 1:20 PM Page 8 of 20 3.87 0.028 3390 0.03 3.88 0.028 3400 0.02 3.89 0.027 3410 0.02 3.91 0.027 3420 0.02 3.92 0.027 3430 0.02 3.93 0.026 3440 0.02 3.94 0.026 3450 0.02 3.95 0.025 3460 0.02 3.96 0.025 3470 0.02 3.97 0.025 3480 0.02 3.99 0.024 3490 0.02 4.00 0.024 3500 0.02 4.01 0.024 3510 0.02 4.02 0.023 3520 0.02 4.03 0.023 3530 0.02 4.04 0.023 3540 0.02 4.05 0.022 3550 0.02 4.07 0.022 3560 0.02 4.08 0.022 3570 0.02 4.09 0.021 3580 0.02 4.10 0.021 3590 0.02 4.11 0.021 3600 0.02 4.12 0.020 3610 0.02 4.13 0.020 3620 0.02 4.15 0.020 3630 0.02 4.16 0.020 3640 0.02 4.17 0.019 3650 0.02 4.18 0.019 3660 0.02 4.19 0.019 3670 0.02 4.20 0.018 3680 0.02 4.21 0.018 3690 0.02 4.23 0.018 3700 0.02 4.24 0.018 3710 0.02 4.25 0.017 3720 0.02 4.26 0.017 3730 0.02 4.27 0.017 3740 0.01 4.28 0.017 3750 0.01 4.29 0.016 3760 0.01 4.31 0.016 3770 0.01 4.32 0.016 3780 0.01 4.33 0.016 3790 0.01 4.34 0.015 3800 0.01 4.35 0.015 3810 0.01 4.36 0.015 3820 0.01 4.37 0.015 3830 0.01 4.39 0.014 3840 0.01 4.40 0.014 3850 0.01 4.41 0.014 3860 0.01 4.42 0.014 3870 0.01 4.43 0.014 3880 0.01 4.44 0.013 3890 0.01 4.45 0.013 3900 0.01 4.47 0.013 3910 0.01 4.48 0.013 3920 0.01 4.49 0.013 3930 0.01 4.50 0.012 3940 0.01 4.51 0.012 3950 0.01 4.52 0.012 3960 0.01 4.53 0.012 3970 0.01 4.55 0.012 3980 0.01 4.56 0.012 3990 0.01 4.57 0.011 4000 0.01 4.58 0.011 4010 0.01 4.59 0.011 4020 0.01 4.60 0.011 4030 0.01 4.61 0.011 4040 0.01 printed: 7/19/2018 1:20 PM Page 9 of 20 4.63 0.011 4050 0.01 4.64 0.010 4060 0.01 4.65 0.010 4070 0.01 4.66 0.010 4080 0.01 4.67 0.010 4090 0.01 4.68 0.010 4100 0.01 4.69 0.010 4110 0.01 4.71 0.010 4120 0.01 4.72 0.009 4130 0.01 4.73 0.009 4140 0.01 4.74 0.009 4150 0.01 4.75 0.009 4160 0.01 4.76 0.009 4170 0.01 4.77 0.009 4180 0.01 4.79 0.009 4190 0.01 4.80 0.008 4200 0.01 4.81 0.008 4210 0.01 4.82 0.008 4220 0.01 4.83 0.008 4230 0.01 4.84 0.008 4240 0.01 4.85 0.008 4250 0.01 4.87 0.008 4260 0.01 4.88 0.008 4270 0.01 4.89 0.008 4280 0.01 4.90 0.007 4290 0.01 4.91 0.007 4300 0.01 4.92 0.007 4310 0.01 4.93 0.007 4320 0.01 4.95 0.007 4330 0.01 4.96 0.007 4340 0.01 4.97 0.007 4350 0.01 4.98 0.007 4360 0.01 4.99 0.007 4370 0.01 5.00 0.007 4380 0.01 5.01 0.006 4390 0.01 5.03 0.006 4400 0.01 5.04 0.006 4410 0.01 5.05 0.006 4420 0.01 5.06 0.006 4430 0.01 5.07 0.006 4440 0.01 5.08 0.006 4450 0.01 5.09 0.006 4460 0.01 5.11 0.006 4470 0.01 5.12 0.006 4480 0.00 5.13 0.006 4490 0.00 5.14 0.005 4500 0.00 5.15 0.005 4510 0.00 5.16 0.005 4520 0.00 5.17 0.005 4530 0.00 5.19 0.005 4540 0.00 5.20 0.005 4550 0.00 5.21 0.005 4560 0.00 5.22 0.005 4570 0.00 5.23 0.005 4580 0.00 5.24 0.005 4590 0.00 5.25 0.005 4600 0.00 5.27 0.005 4610 0.00 5.28 0.005 4620 0.00 5.29 0.004 4630 0.00 5.30 0.004 4640 0.00 5.31 0.004 4650 0.00 5.32 0.004 4660 0.00 5.33 0.004 4670 0.00 5.35 0.004 4680 0.00 5.36 0.004 4690 0.00 5.37 0.004 4700 0.00 printed: 7/19/2018 1:20 PM Page 10 of 20 5.38 0.004 4710 0.00 5.39 0.004 4720 0.00 5.40 0.004 4730 0.00 5.41 0.004 4740 0.00 5.43 0.004 4750 0.00 5.44 0.004 4760 0.00 5.45 0.004 4770 0.00 5.46 0.004 4780 0.00 5.47 0.004 4790 0.00 5.48 0.003 4800 0.00 5.49 0.003 4810 0.00 5.51 0.003 4820 0.00 5.52 0.003 4830 0.00 5.53 0.003 4840 0.00 5.54 0.003 4850 0.00 5.55 0.003 4860 0.00 5.56 0.003 4870 0.00 5.57 0.003 4880 0.00 5.59 0.003 4890 0.00 5.60 0.003 4900 0.00 5.61 0.003 4910 0.00 5.62 0.003 4920 0.00 5.63 0.003 4930 0.00 5.64 0.003 4940 0.00 5.65 0.003 4950 0.00 5.66 0.003 4960 0.00 5.68 0.003 4970 0.00 5.69 0.003 4980 0.00 5.70 0.003 4990 0.00 5.71 0.003 5000 0.00 5.72 0.003 5010 0.00 5.73 0.003 5020 0.00 5.74 0.002 5030 0.00 5.76 0.002 5040 0.00 5.77 0.002 5050 0.00 5.78 0.002 5060 0.00 5.79 0.002 5070 0.00 5.80 0.002 5080 0.00 5.81 0.002 5090 0.00 5.82 0.002 5100 0.00 5.84 0.002 5110 0.00 5.85 0.002 5120 0.00 5.86 0.002 5130 0.00 5.87 0.002 5140 0.00 5.88 0.002 5150 0.00 5.89 0.002 5160 0.00 5.90 0.002 5170 0.00 5.92 0.002 5180 0.00 5.93 0.002 5190 0.00 5.94 0.002 5200 0.00 5.95 0.002 5210 0.00 5.96 0.002 5220 0.00 5.97 0.002 5230 0.00 5.98 0.002 5240 0.00 6.00 0.002 5250 0.00 6.01 0.002 5260 0.00 6.02 0.002 5270 0.00 6.03 0.002 5280 0.00 6.04 0.002 5290 0.00 printed: 7/19/2018 1:20 PM Page 11 Of 20 printed: 7/19/2018 1:20 PM Page 12 of 20 WEIR ORIFICE 1st 2nd EMERGENCY TOTAL TIME INFLOW STORAGE STAGE RISER RISER ORIFICE NOTCH SPILLWAY OUTFLOW min cfs cif fLtl cfs) (cfs) (cfs) (cfs) (cfs) (cfs 0.00 0.00 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 10.00 0.00 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 20.00 0.00 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 30.00 0.00 1 0.00 0.0 0.00 0.00 0.00 0.0 0.00 40.00 0.00 2 0.00 0.0 0.00 0.00 0.00 0.0 0.00 50.00 0.01 5 0.00 0.0 0.00 0.00 0.00 0.0 0.00 60.00 0.01 9 0.00 0.0 0.00 0.00 0.00 0.0 0.00 70.00 0.01 16 0.00 0.0 0.00 0.00 0.00 0.0 0.00 80.00 0.02 24 0.00 0.0 0.00 0.00 0.00 0.0 0.00 90.00 0.02 35 0.00 0.0 0.00 0.00 0.00 0.0 0.00 100.00 0.03 49 0.00 0.0 0.00 0.00 0.00 0.0 0.00 110.00 0.03 66 0.01 0.0 0.00 0.00 0.00 0.0 0.00 120.00 0.04 86 0.01 0.0 0.00 0.00 0.00 0.0 0.00 130.00 0.05 110 0.01 0.0 0.00 0.00 0.00 0.0 0.00 140.00 0.05 138 0.01 0.0 0.00 0.00 0.00 0.0 0.00 150.00 0.06 171 0.01 0.0 0.00 0.00 0.00 0.0 0.00 160.00 0.07 208 0.02 0.0 0.00 0.00 0.00 0.0 0.00 170.00 0.08 250 0.02 0.0 0.00 0.00 0.00 0.0 0.00 180.00 0.09 297 0.02 0.0 0.00 0.00 0.00 0.0 0.00 190.00 0.10 350 0.02 0.0 0.00 0.00 0.00 0.0 0.00 200.00 0.11 408 0.03 0.0 0.00 0.00 0.00 0.0 0.00 210.00 0.12 472 0.03 0.0 0.00 0.00 0.00 0.0 0.00 220.00 0.13 542 0.04 0.0 0.00 0.00 0.00 0.0 0.00 230.00 0.14 618 0.04 0.0 0.00 0.01 0.00 0.0 0.01 240.00 0.15 701 0.05 0.0 0.00 0.01 0.00 0.0 0.01 250.00 0.17 790 0.05 0.0 0.00 0.01 0.00 0.0 0.01 260.00 0.18 886 0.06 0.0 0.00 0.01 0.00 0.0 0.01 270.00 0.19 989 0.06 0.0 0.00 0.01 0.00 0.0 0.01 280.00 0.21 1098 0.07 0.0 0.00 0.01 0.00 0.0 0.01 290.00 0.22 1215 0.07 0.0 0.00 0.01 0.00 0.0 0.01 300.00 0.23 1339 0.08 0.0 0.00 0.02 0.00 0.0 0.02 310.00 0.25 1470 0.09 0.0 0.00 0.02 0.00 0.0 0.02 320.00 0.26 1608 0.10 0.0 0.00 0.02 0.00 0.0 0.02 330.00 0.28 1753 0.10 0.0 0.00 0.02 0.00 0.0 0.02 340.00 0.29 1906 0.11 0.0 0.00 0.02 0.00 0.0 0.02 350.00 0.31 2066 0.12 0.0 0.00 0.03 0.00 0.0 0.03 360.00 0.32 2234 0.13 0.0 0.00 0.03 0.00 0.0 0.03 370.00 0.34 2409 0.14 0.0 0.00 0.03 0.00 0.0 0.03 380.00 0.35 2591 0.15 0.0 0.00 0.04 0.00 0.0 0.04 390.00 0.37 2780 0.16 0.0 0.00 0.04 0.00 0.0 0.04 400.00 0.38 2976 0.17 0.0 0.00 0.05 0.00 0.0 0.05 410.00 0.40 3179 0.18 0.0 0.00 0.05 0.00 0.0 0.05 420.00 0.42 3390 0.19 0.0 0.00 0.05 0.00 0.0 0.05 430.00 0.43 3607 0.20 0.0 0.00 0.06 0.00 0.0 0.06 440.00 0.45 3830 0.21 0.0 0.00 0.06 0.00 0.0 0.06 450.00 0.46 4061 0.22 0.0 0.00 0.07 0.00 0.0 0.07 460.00 0.48 4297 0.23 0.0 0.00 0.08 0.00 0.0 0.08 470.00 0.50 4540 0.25 0.0 0.00 0.08 0.00 0.0 0.08 480.00 0.51 4789 0.26 0.0 0.00 0.09 0.00 0.0 0.09 490.00 0.53 5045 0.27 0.0 0.00 0.09 0.00 0.0 0.09 500.00 0.54 5307 0.28 0.0 0.00 0.09 0.00 0.0 0.09 510.00 0.56 5577 0.30 0.0 0.00 0.10 0.00 0.0 0.10 520.00 0.57 5854 0.31 0.0 0.00 0.10 0.00 0.0 0.10 530.00 0.59 6138 0.32 0.0 0.00 0.10 0.00 0.0 0.10 540.00 0.60 6428 0.34 0.0 0.00 0.11 0.00 0.0 0.11 550.00 0.62 6726 0.35 0.0 0.00 0.11 0.00 0.0 0.11 560.00 0.63 7030 0.36 0.0 0.00 0.12 0.00 0.0 0.12 570.00 0.65 7341 0.38 0.0 0.00 0.12 0.00 0.0 0.12 580.00 0.66 7659 0.39 0.0 0.00 0.12 0.00 0.0 0.12 590.00 0.68 7982 0.41 0.0 0.00 0.13 0.00 0.0 0.13 600.00 0.69 8313 0.42 0.0 0.00 0.13 0.00 0.0 0.13 printed: 7/19/2018 1:20 PM Page 12 of 20 610.00 0.70 8649 0.44 0.0 0.00 0.13 0.00 0.0 0.13 620.00 0.72 8991 0.45 0.0 0.00 0.14 0.00 0.0 0.14 630.00 0.73 9339 0.47 0.0 0.00 0.14 0.00 0.0 0.14 640.00 0.74 9692 0.49 0.0 0.00 0.14 0.00 0.0 0.14 650.00 0.75 10051 0.50 0.0 0.00 0.14 0.00 0.0 0.14 660.00 0.76 10415 0.52 0.0 0.00 0.15 0.00 0.0 0.15 670.00 0.77 10784 0.54 0.0 0.00 0.15 0.00 0.0 0.15 680.00 0.78 11157 0.55 0.0 0.00 0.15 0.00 0.0 0.15 690.00 0.79 11535 0.57 0.0 0.00 0.16 0.00 0.0 0.16 700.00 0.80 11918 0.59 0.0 0.00 0.16 0.00 0.0 0.16 710.00 0.81 12304 0.60 0.0 0.00 0.16 0.00 0.0 0.16 720.00 0.82 12694 0.62 0.0 0.00 0.17 0.00 0.0 0.17 730.00 0.83 13087 0.64 0.0 0.00 0.17 0.00 0.0 0.17 740.00 0.84 13484 0.66 0.0 0.00 0.17 0.00 0.0 0.17 750.00 0.84 13884 0.67 0.0 0.00 0.17 0.00 0.0 0.17 760.00 0.85 14286 0.69 0.0 0.00 0.18 0.00 0.0 0.18 770.00 0.86 14690 0.71 0.0 0.00 0.18 0.00 0.0 0.18 780.00 0.86 15097 0.73 0.0 0.00 0.18 0.00 0.0 0.18 790.00 0.87 15505 0.74 0.0 0.00 0.19 0.00 0.0 0.19 800.00 0.87 15915 0.76 0.0 0.00 0.19 0.00 0.0 0.19 810.00 0.88 16326 0.78 0.0 0.00 0.19 0.00 0.0 0.19 820.00 0.88 16738 0.80 0.0 0.00 0.19 0.00 0.0 0.19 830.00 0.88 17150 0.81 0.0 0.00 0.20 0.00 0.0 0.20 840.00 0.89 17563 0.83 0.0 0.00 0.20 0.00 0.0 0.20 850.00 0.89 17975 0.85 0.0 0.00 0.20 0.00 0.0 0.20 860.00 0.89 18388 0.87 0.0 0.00 0.20 0.00 0.0 0.20 870.00 0.89 18799 0.88 0.0 0.00 0.21 0.00 0.0 0.21 880.00 0.89 19209 0.90 0.0 0.00 0.21 0.00 0.0 0.21 890.00 0.89 19618 0.92 0.0 0.00 0.21 0.00 0.0 0.21 900.00 0.89 20025 0.94 0.0 0.00 0.21 0.00 0.0 0.21 910.00 0.89 20430 0.95 0.0 0.00 0.21 0.00 0.0 0.21 920.00 0.88 20833 0.97 0.0 0.00 0.22 0.00 0.0 0.22 930.00 0.88 21233 0.99 0.0 0.00 0.22 0.00 0.0 0.22 940.00 0.88 21630 1.00 0.0 0.00 0.22 0.00 0.0 0.22 950.00 0.87 22024 1.02 0.0 0.00 0.22 0.00 0.0 0.22 960.00 0.87 22414 1.04 0.0 0.00 0.23 0.00 0.0 0.23 970.00 0.86 22801 1.05 0.0 0.00 0.23 0.00 0.0 0.23 980.00 0.86 23183 1.07 0.0 0.00 0.23 0.00 0.0 0.23 990.00 0.85 23560 1.08 0.0 0.00 0.23 0.00 0.0 0.23 1000.00 0.85 23933 1.10 0.0 0.00 0.23 0.00 0.0 0.23 1010.00 0.84 24301 1.11 0.0 0.00 0.23 0.00 0.0 0.23 1020.00 0.83 24663 1.13 0.0 0.00 0.24 0.00 0.0 0.24 1030.00 0.82 25020 1.14 0.0 0.00 0.24 0.00 0.0 0.24 1040.00 0.81 25371 1.16 0.0 0.00 0.24 0.00 0.0 0.24 1050.00 0.80 25715 1.17 0.0 0.00 0.24 0.00 0.0 0.24 1060.00 0.80 26054 1.19 0.0 0.00 0.24 0.00 0.0 0.24 1070.00 0.79 26385 1.20 0.0 0.00 0.24 0.00 0.0 0.24 1080.00 0.77 26709 1.21 0.0 0.00 0.25 0.00 0.0 0.25 1090.00 0.76 27027 1.23 0.0 0.00 0.25 0.00 0.0 0.25 1100.00 0.75 27337 1.24 0.0 0.00 0.25 0.00 0.0 0.25 1110.00 0.74 27640 1.25 0.0 0.00 0.25 0.00 0.0 0.25 1120.00 0.73 27935 1.26 0.0 0.00 0.25 0.00 0.0 0.25 1130.00 0.72 28223 1.27 0.0 0.00 0.25 0.00 0.0 0.25 1140.00 0.71 28504 1.29 0.0 0.00 0.25 0.00 0.0 0.25 1150.00 0.70 28777 1.30 0.0 0.00 0.26 0.00 0.0 0.26 1160.00 0.69 29044 1.31 0.0 0.00 0.26 0.00 0.0 0.26 1170.00 0.68 29304 1.32 0.0 0.00 0.26 0.00 0.0 0.26 1180.00 0.67 29557 1.33 0.0 0.00 0.26 0.00 0.0 0.26 1190.00 0.66 29803 1.34 0.0 0.00 0.26 0.00 0.0 0.26 1200.00 0.65 30043 1.35 0.0 0.00 0.26 0.00 0.0 0.26 1210.00 0.64 30276 1.36 0.0 0.00 0.26 0.00 0.0 0.26 1220.00 0.63 30503 1.37 0.0 0.00 0.26 0.00 0.0 0.26 1230.00 0.62 30724 1.38 0.0 0.00 0.26 0.00 0.0 0.26 1240.00 0.61 30938 1.38 0.0 0.00 0.26 0.00 0.0 0.26 1250.00 0.60 31147 1.39 0.0 0.00 0.27 0.00 0.0 0.27 1260.00 0.59 31349 1.40 0.0 0.00 0.27 0.00 0.0 0.27 printed: 7/19/2018 1:20 PM Page 13 of 20 1270.00 0.59 31546 1.41 0.0 0.00 0.27 0.00 0.0 0.27 1280.00 0.58 31737 1.42 0.0 0.00 0.27 0.00 0.0 0.27 1290.00 0.57 31922 1.42 0.0 0.00 0.27 0.00 0.0 0.27 1300.00 0.56 32102 1.43 0.0 0.00 0.27 0.00 0.0 0.27 1310.00 0.55 32276 1.44 0.0 0.00 0.27 0.00 0.0 0.27 1320.00 0.54 32445 1.44 0.0 0.00 0.27 0.00 0.0 0.27 1330.00 0.54 32609 1.45 0.0 0.00 0.27 0.00 0.0 0.27 1340.00 0.53 32767 1.46 0.0 0.00 0.27 0.00 0.0 0.27 1350.00 0.52 32920 1.46 0.0 0.00 0.27 0.00 0.0 0.27 1360.00 0.51 33069 1.47 0.0 0.00 0.27 0.00 0.0 0.27 1370.00 0.50 33212 1.48 0.0 0.00 0.27 0.00 0.0 0.27 1380.00 0.50 33350 1.48 0.0 0.00 0.27 0.00 0.0 0.27 1390.00 0.49 33484 1.49 0.0 0.00 0.28 0.00 0.0 0.28 1400.00 0.48 33613 1.49 0.0 0.00 0.28 0.00 0.0 0.28 1410.00 0.48 33737 1.50 0.0 0.00 0.28 0.00 0.0 0.28 1420.00 0.47 33856 1.50 0.0 0.00 0.28 0.00 0.0 0.28 1430.00 0.46 33971 1.51 0.0 0.00 0.28 0.00 0.0 0.28 1440.00 0.45 34082 1.51 0.0 0.00 0.28 0.00 0.0 0.28 1450.00 0.45 34189 1.51 0.0 0.00 0.28 0.00 0.0 0.28 1460.00 0.44 34291 1.52 0.0 0.00 0.28 0.00 0.0 0.28 1470.00 0.44 34389 1.52 0.0 0.00 0.28 0.00 0.0 0.28 1480.00 0.43 34482 1.53 0.0 0.00 0.28 0.00 0.0 0.28 1490.00 0.42 34572 1.53 0.0 0.00 0.28 0.00 0.0 0.28 1500.00 0.42 34658 1.53 0.0 0.00 0.28 0.00 0.0 0.28 1510.00 0.41 34739 1.54 0.0 0.00 0.28 0.00 0.0 0.28 1520.00 0.40 34817 1.54 0.0 0.00 0.28 0.00 0.0 0.28 1530.00 0.40 34891 1.54 0.0 0.00 0.28 0.00 0.0 0.28 1540.00 0.39 34961 1.55 0.0 0.00 0.28 0.00 0.0 0.28 1550.00 0.39 35028 1.55 0.0 0.00 0.28 0.00 0.0 0.28 1560.00 0.38 35091 1.55 0.0 0.00 0.28 0.00 0.0 0.28 1570.00 0.38 35150 1.55 0.0 0.00 0.28 0.00 0.0 0.28 1580.00 0.37 35206 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1590.00 0.36 35259 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1600.00 0.36 35308 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1610.00 0.35 35354 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1620.00 0.35 35396 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1630.00 0.34 35435 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1640.00 0.34 35471 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1650.00 0.33 35504 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1660.00 0.33 35534 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1670.00 0.32 35561 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1680.00 0.32 35585 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1690.00 0.31 35606 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1700.00 0.31 35624 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1710.00 0.30 35639 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1720.00 0.30 35652 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1730.00 0.30 35661 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1740.00 0.29 35668 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1750.00 0.29 35673 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1760.00 0.28 35674 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1770.00 0.28 35673 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1780.00 0.27 35670 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1790.00 0.27 35664 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1800.00 0.27 35656 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1810.00 0.26 35645 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1820.00 0.26 35632 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1830.00 0.25 35617 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1840.00 0.25 35599 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1850.00 0.25 35580 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1860.00 0.24 35558 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1870.00 0.24 35535 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1880.00 0.24 35509 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1890.00 0.23 35481 1.57 0.0 0.00 0.28 0.00 0.0 0.28 1900.00 0.23 35451 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1910.00 0.23 35419 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1920.00 0.22 35385 1.56 0.0 0.00 0.28 0.00 0.0 0.28 printed: 7/19/2018 1:20 PM Page 14 of 20 1930.00 0.22 35349 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1940.00 0.22 35311 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1950.00 0.21 35272 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1960.00 0.21 35230 1.56 0.0 0.00 0.28 0.00 0.0 0.28 1970.00 0.21 35187 1.55 0.0 0.00 0.28 0.00 0.0 0.28 1980.00 0.20 35142 1.55 0.0 0.00 0.28 0.00 0.0 0.28 1990.00 0.20 35095 1.55 0.0 0.00 0.28 0.00 0.0 0.28 2000.00 0.20 35047 1.55 0.0 0.00 0.28 0.00 0.0 0.28 2010.00 0.20 34997 1.55 0.0 0.00 0.28 0.00 0.0 0.28 2020.00 0.19 34945 1.54 0.0 0.00 0.28 0.00 0.0 0.28 2030.00 0.19 34892 1.54 0.0 0.00 0.28 0.00 0.0 0.28 2040.00 0.19 34837 1.54 0.0 0.00 0.28 0.00 0.0 0.28 2050.00 0.18 34781 1.54 0.0 0.00 0.28 0.00 0.0 0.28 2060.00 0.18 34723 1.54 0.0 0.00 0.28 0.00 0.0 0.28 2070.00 0.18 34663 1.53 0.0 0.00 0.28 0.00 0.0 0.28 2080.00 0.18 34603 1.53 0.0 0.00 0.28 0.00 0.0 0.28 2090.00 0.17 34540 1.53 0.0 0.00 0.28 0.00 0.0 0.28 2100.00 0.17 34476 1.53 0.0 0.00 0.28 0.00 0.0 0.28 2110.00 0.17 34411 1.52 0.0 0.00 0.28 0.00 0.0 0.28 2120.00 0.17 34345 1.52 0.0 0.00 0.28 0.00 0.0 0.28 2130.00 0.16 34277 1.52 0.0 0.00 0.28 0.00 0.0 0.28 2140.00 0.16 34208 1.52 0.0 0.00 0.28 0.00 0.0 0.28 2150.00 0.16 34138 1.51 0.0 0.00 0.28 0.00 0.0 0.28 2160.00 0.16 34066 1.51 0.0 0.00 0.28 0.00 0.0 0.28 2170.00 0.15 33993 1.51 0.0 0.00 0.28 0.00 0.0 0.28 2180.00 0.15 33919 1.50 0.0 0.00 0.28 0.00 0.0 0.28 2190.00 0.15 33844 1.50 0.0 0.00 0.28 0.00 0.0 0.28 2200.00 0.15 33768 1.50 0.0 0.00 0.28 0.00 0.0 0.28 2210.00 0.15 33690 1.49 0.0 0.00 0.28 0.00 0.0 0.28 2220.00 0.14 33611 1.49 0.0 0.00 0.28 0.00 0.0 0.28 2230.00 0.14 33532 1.49 0.0 0.00 0.28 0.00 0.0 0.28 2240.00 0.14 33451 1.49 0.0 0.00 0.28 0.00 0.0 0.28 2250.00 0.14 33369 1.48 0.0 0.00 0.27 0.00 0.0 0.27 2260.00 0.13 33286 1.48 0.0 0.00 0.27 0.00 0.0 0.27 2270.00 0.13 33202 1.48 0.0 0.00 0.27 0.00 0.0 0.27 2280.00 0.13 33117 1.47 0.0 0.00 0.27 0.00 0.0 0.27 2290.00 0.13 33032 1.47 0.0 0.00 0.27 0.00 0.0 0.27 2300.00 0.13 32945 1.46 0.0 0.00 0.27 0.00 0.0 0.27 2310.00 0.13 32857 1.46 0.0 0.00 0.27 0.00 0.0 0.27 2320.00 0.12 32769 1.46 0.0 0.00 0.27 0.00 0.0 0.27 2330.00 0.12 32679 1.45 0.0 0.00 0.27 0.00 0.0 0.27 2340.00 0.12 32589 1.45 0.0 0.00 0.27 0.00 0.0 0.27 2350.00 0.12 32497 1.45 0.0 0.00 0.27 0.00 0.0 0.27 2360.00 0.12 32405 1.44 0.0 0.00 0.27 0.00 0.0 0.27 2370.00 0.11 32313 1.44 0.0 0.00 0.27 0.00 0.0 0.27 2380.00 0.11 32219 1.44 0.0 0.00 0.27 0.00 0.0 0.27 2390.00 0.11 32124 1.43 0.0 0.00 0.27 0.00 0.0 0.27 2400.00 0.11 32029 1.43 0.0 0.00 0.27 0.00 0.0 0.27 2410.00 0.11 31933 1.42 0.0 0.00 0.27 0.00 0.0 0.27 2420.00 0.11 31837 1.42 0.0 0.00 0.27 0.00 0.0 0.27 2430.00 0.10 31739 1.42 0.0 0.00 0.27 0.00 0.0 0.27 2440.00 0.10 31641 1.41 0.0 0.00 0.27 0.00 0.0 0.27 2450.00 0.10 31542 1.41 0.0 0.00 0.27 0.00 0.0 0.27 2460.00 0.10 31443 1.40 0.0 0.00 0.27 0.00 0.0 0.27 2470.00 0.10 31343 1.40 0.0 0.00 0.27 0.00 0.0 0.27 2480.00 0.10 31242 1.40 0.0 0.00 0.27 0.00 0.0 0.27 2490.00 0.10 31141 1.39 0.0 0.00 0.27 0.00 0.0 0.27 2500.00 0.09 31039 1.39 0.0 0.00 0.27 0.00 0.0 0.27 2510.00 0.09 30936 1.38 0.0 0.00 0.26 0.00 0.0 0.26 2520.00 0.09 30833 1.38 0.0 0.00 0.26 0.00 0.0 0.26 2530.00 0.09 30730 1.38 0.0 0.00 0.26 0.00 0.0 0.26 2540.00 0.09 30626 1.37 0.0 0.00 0.26 0.00 0.0 0.26 2550.00 0.09 30521 1.37 0.0 0.00 0.26 0.00 0.0 0.26 2560.00 0.09 30416 1.36 0.0 0.00 0.26 0.00 0.0 0.26 2570.00 0.08 30310 1.36 0.0 0.00 0.26 0.00 0.0 0.26 2580.00 0.08 30204 1.35 0.0 0.00 0.26 0.00 0.0 0.26 printed: 7/19/2018 1:20 PM Page 15 of 20 2590.00 0.08 30097 1.35 0.0 0.00 0.26 0.00 0.0 0.26 2600.00 0.08 29990 1.35 0.0 0.00 0.26 0.00 0.0 0.26 2610.00 0.08 29882 1.34 0.0 0.00 0.26 0.00 0.0 0.26 2620.00 0.08 29774 1.34 0.0 0.00 0.26 0.00 0.0 0.26 2630.00 0.08 29666 1.33 0.0 0.00 0.26 0.00 0.0 0.26 2640.00 0.08 29557 1.33 0.0 0.00 0.26 0.00 0.0 0.26 2650.00 0.08 29447 1.32 0.0 0.00 0.26 0.00 0.0 0.26 2660.00 0.07 29338 1.32 0.0 0.00 0.26 0.00 0.0 0.26 2670.00 0.07 29228 1.32 0.0 0.00 0.26 0.00 0.0 0.26 2680.00 0.07 29117 1.31 0.0 0.00 0.26 0.00 0.0 0.26 2690.00 0.07 29006 1.31 0.0 0.00 0.26 0.00 0.0 0.26 2700.00 0.07 28895 1.30 0.0 0.00 0.26 0.00 0.0 0.26 2710.00 0.07 28784 1.30 0.0 0.00 0.26 0.00 0.0 0.26 2720.00 0.07 28672 1.29 0.0 0.00 0.25 0.00 0.0 0.25 2730.00 0.07 28560 1.29 0.0 0.00 0.25 0.00 0.0 0.25 2740.00 0.07 28447 1.28 0.0 0.00 0.25 0.00 0.0 0.25 2750.00 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0.00 0.23 0.00 0.0 0.23 3140.00 0.04 23807 1.09 0.0 0.00 0.23 0.00 0.0 0.23 3150.00 0.04 23689 1.09 0.0 0.00 0.23 0.00 0.0 0.23 3160.00 0.04 23572 1.08 0.0 0.00 0.23 0.00 0.0 0.23 3170.00 0.03 23454 1.08 0.0 0.00 0.23 0.00 0.0 0.23 3180.00 0.03 23337 1.07 0.0 0.00 0.23 0.00 0.0 0.23 3190.00 0.03 23220 1.07 0.0 0.00 0.23 0.00 0.0 0.23 3200.00 0.03 23103 1.06 0.0 0.00 0.23 0.00 0.0 0.23 3210.00 0.03 22986 1.06 0.0 0.00 0.23 0.00 0.0 0.23 3220.00 0.03 22869 1.05 0.0 0.00 0.23 0.00 0.0 0.23 3230.00 0.03 22752 1.05 0.0 0.00 0.23 0.00 0.0 0.23 3240.00 0.03 22635 1.04 0.0 0.00 0.23 0.00 0.0 0.23 printed: 7/19/2018 1:20 PM Page 16 of 20 3250.00 0.03 22518 1.04 0.0 0.00 0.23 0.00 0.0 0.23 3260.00 0.03 22401 1.03 0.0 0.00 0.22 0.00 0.0 0.22 3270.00 0.03 22284 1.03 0.0 0.00 0.22 0.00 0.0 0.22 3280.00 0.03 22168 1.03 0.0 0.00 0.22 0.00 0.0 0.22 3290.00 0.03 22051 1.02 0.0 0.00 0.22 0.00 0.0 0.22 3300.00 0.03 21935 1.02 0.0 0.00 0.22 0.00 0.0 0.22 3310.00 0.03 21819 1.01 0.0 0.00 0.22 0.00 0.0 0.22 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0.18 0.00 0.0 0.18 3900.00 0.01 15285 0.73 0.0 0.00 0.18 0.00 0.0 0.18 printed: 7/19/2018 1:20 PM Page 17 of 20 3910.00 0.01 15181 0.73 0.0 0.00 0.18 0.00 0.0 0.18 3920.00 0.01 15078 0.72 0.0 0.00 0.18 0.00 0.0 0.18 3930.00 0.01 14976 0.72 0.0 0.00 0.18 0.00 0.0 0.18 3940.00 0.01 14873 0.72 0.0 0.00 0.18 0.00 0.0 0.18 3950.00 0.01 14771 0.71 0.0 0.00 0.18 0.00 0.0 0.18 3960.00 0.01 14670 0.71 0.0 0.00 0.18 0.00 0.0 0.18 3970.00 0.01 14568 0.70 0.0 0.00 0.18 0.00 0.0 0.18 3980.00 0.01 14467 0.70 0.0 0.00 0.18 0.00 0.0 0.18 3990.00 0.01 14366 0.69 0.0 0.00 0.18 0.00 0.0 0.18 4000.00 0.01 14266 0.69 0.0 0.00 0.18 0.00 0.0 0.18 4010.00 0.01 14166 0.68 0.0 0.00 0.18 0.00 0.0 0.18 4020.00 0.01 14066 0.68 0.0 0.00 0.18 0.00 0.0 0.18 4030.00 0.01 13966 0.68 0.0 0.00 0.18 0.00 0.0 0.18 4040.00 0.01 13867 0.67 0.0 0.00 0.17 0.00 0.0 0.17 4050.00 0.01 13768 0.67 0.0 0.00 0.17 0.00 0.0 0.17 4060.00 0.01 13670 0.66 0.0 0.00 0.17 0.00 0.0 0.17 4070.00 0.01 13572 0.66 0.0 0.00 0.17 0.00 0.0 0.17 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0.0 0.00 0.14 0.00 0.0 0.14 4470.00 0.01 9934 0.50 0.0 0.00 0.14 0.00 0.0 0.14 4480.00 0.00 9851 0.49 0.0 0.00 0.14 0.00 0.0 0.14 4490.00 0.00 9768 0.49 0.0 0.00 0.14 0.00 0.0 0.14 4500.00 0.00 9686 0.49 0.0 0.00 0.14 0.00 0.0 0.14 4510.00 0.00 9604 0.48 0.0 0.00 0.14 0.00 0.0 0.14 4520.00 0.00 9522 0.48 0.0 0.00 0.14 0.00 0.0 0.14 4530.00 0.00 9441 0.48 0.0 0.00 0.14 0.00 0.0 0.14 4540.00 0.00 9360 0.47 0.0 0.00 0.14 0.00 0.0 0.14 4550.00 0.00 9279 0.47 0.0 0.00 0.14 0.00 0.0 0.14 4560.00 0.00 9199 0.46 0.0 0.00 0.14 0.00 0.0 0.14 printed: 7/19/2018 1:20 PM Page 18 of 20 4570.00 0.00 9120 0.46 0.0 0.00 0.14 0.00 0.0 0.14 4580.00 0.00 9040 0.46 0.0 0.00 0.14 0.00 0.0 0.14 4590.00 0.00 8961 0.45 0.0 0.00 0.14 0.00 0.0 0.14 4600.00 0.00 8883 0.45 0.0 0.00 0.13 0.00 0.0 0.13 4610.00 0.00 8805 0.45 0.0 0.00 0.13 0.00 0.0 0.13 4620.00 0.00 8727 0.44 0.0 0.00 0.13 0.00 0.0 0.13 4630.00 0.00 8650 0.44 0.0 0.00 0.13 0.00 0.0 0.13 4640.00 0.00 8573 0.44 0.0 0.00 0.13 0.00 0.0 0.13 4650.00 0.00 8497 0.43 0.0 0.00 0.13 0.00 0.0 0.13 4660.00 0.00 8421 0.43 0.0 0.00 0.13 0.00 0.0 0.13 4670.00 0.00 8345 0.43 0.0 0.00 0.13 0.00 0.0 0.13 4680.00 0.00 8270 0.42 0.0 0.00 0.13 0.00 0.0 0.13 4690.00 0.00 8195 0.42 0.0 0.00 0.13 0.00 0.0 0.13 4700.00 0.00 8121 0.41 0.0 0.00 0.13 0.00 0.0 0.13 4710.00 0.00 8047 0.41 0.0 0.00 0.13 0.00 0.0 0.13 4720.00 0.00 7973 0.41 0.0 0.00 0.13 0.00 0.0 0.13 4730.00 0.00 7900 0.40 0.0 0.00 0.12 0.00 0.0 0.12 4740.00 0.00 7828 0.40 0.0 0.00 0.12 0.00 0.0 0.12 4750.00 0.00 7755 0.40 0.0 0.00 0.12 0.00 0.0 0.12 4760.00 0.00 7683 0.39 0.0 0.00 0.12 0.00 0.0 0.12 4770.00 0.00 7612 0.39 0.0 0.00 0.12 0.00 0.0 0.12 4780.00 0.00 7541 0.39 0.0 0.00 0.12 0.00 0.0 0.12 4790.00 0.00 7470 0.38 0.0 0.00 0.12 0.00 0.0 0.12 4800.00 0.00 7400 0.38 0.0 0.00 0.12 0.00 0.0 0.12 4810.00 0.00 7331 0.38 0.0 0.00 0.12 0.00 0.0 0.12 4820.00 0.00 7261 0.38 0.0 0.00 0.12 0.00 0.0 0.12 4830.00 0.00 7193 0.37 0.0 0.00 0.12 0.00 0.0 0.12 4840.00 0.00 7124 0.37 0.0 0.00 0.12 0.00 0.0 0.12 4850.00 0.00 7056 0.37 0.0 0.00 0.12 0.00 0.0 0.12 4860.00 0.00 6989 0.36 0.0 0.00 0.11 0.00 0.0 0.11 4870.00 0.00 6921 0.36 0.0 0.00 0.11 0.00 0.0 0.11 4880.00 0.00 6855 0.36 0.0 0.00 0.11 0.00 0.0 0.11 4890.00 0.00 6788 0.35 0.0 0.00 0.11 0.00 0.0 0.11 4900.00 0.00 6723 0.35 0.0 0.00 0.11 0.00 0.0 0.11 4910.00 0.00 6657 0.35 0.0 0.00 0.11 0.00 0.0 0.11 4920.00 0.00 6592 0.34 0.0 0.00 0.11 0.00 0.0 0.11 4930.00 0.00 6528 0.34 0.0 0.00 0.11 0.00 0.0 0.11 4940.00 0.00 6464 0.34 0.0 0.00 0.11 0.00 0.0 0.11 4950.00 0.00 6400 0.33 0.0 0.00 0.11 0.00 0.0 0.11 4960.00 0.00 6337 0.33 0.0 0.00 0.11 0.00 0.0 0.11 4970.00 0.00 6274 0.33 0.0 0.00 0.11 0.00 0.0 0.11 4980.00 0.00 6212 0.33 0.0 0.00 0.11 0.00 0.0 0.11 4990.00 0.00 6150 0.32 0.0 0.00 0.10 0.00 0.0 0.10 5000.00 0.00 6088 0.32 0.0 0.00 0.10 0.00 0.0 0.10 5010.00 0.00 6027 0.32 0.0 0.00 0.10 0.00 0.0 0.10 5020.00 0.00 5967 0.31 0.0 0.00 0.10 0.00 0.0 0.10 5030.00 0.00 5907 0.31 0.0 0.00 0.10 0.00 0.0 0.10 5040.00 0.00 5847 0.31 0.0 0.00 0.10 0.00 0.0 0.10 5050.00 0.00 5788 0.31 0.0 0.00 0.10 0.00 0.0 0.10 5060.00 0.00 5729 0.30 0.0 0.00 0.10 0.00 0.0 0.10 5070.00 0.00 5671 0.30 0.0 0.00 0.10 0.00 0.0 0.10 5080.00 0.00 5613 0.30 0.0 0.00 0.10 0.00 0.0 0.10 5090.00 0.00 5556 0.29 0.0 0.00 0.10 0.00 0.0 0.10 5100.00 0.00 5499 0.29 0.0 0.00 0.10 0.00 0.0 0.10 5110.00 0.00 5442 0.29 0.0 0.00 0.10 0.00 0.0 0.10 5120.00 0.00 5386 0.29 0.0 0.00 0.09 0.00 0.0 0.09 5130.00 0.00 5331 0.28 0.0 0.00 0.09 0.00 0.0 0.09 5140.00 0.00 5276 0.28 0.0 0.00 0.09 0.00 0.0 0.09 5150.00 0.00 5221 0.28 0.0 0.00 0.09 0.00 0.0 0.09 5160.00 0.00 5167 0.28 0.0 0.00 0.09 0.00 0.0 0.09 5170.00 0.00 5113 0.27 0.0 0.00 0.09 0.00 0.0 0.09 5180.00 0.00 5060 0.27 0.0 0.00 0.09 0.00 0.0 0.09 5190.00 0.00 5007 0.27 0.0 0.00 0.09 0.00 0.0 0.09 5200.00 0.00 4954 0.27 0.0 0.00 0.09 0.00 0.0 0.09 5210.00 0.00 4903 0.26 0.0 0.00 0.09 0.00 0.0 0.09 5220.00 0.00 4851 0.26 0.0 0.00 0.09 0.00 0.0 0.09 printed: 7/19/2018 1:20 PM Page 19 of 20 5230.00 0.00 4800 0.26 0.0 0.00 0.09 0.00 0.0 0.09 5240.00 0.00 4750 0.26 0.0 0.00 0.09 0.00 0.0 0.09 5250.00 0.00 4699 0.25 0.0 0.00 0.08 0.00 0.0 0.08 5260.00 0.00 4650 0.25 0.0 0.00 0.08 0.00 0.0 0.08 5270.00 0.00 4601 0.25 0.0 0.00 0.08 0.00 0.0 0.08 5280.00 0.00 4552 0.25 0.0 0.00 0.08 0.00 0.0 0.08 5290.00 0.00 4504 0.24 0.0 0.00 0.08 0.00 0.0 0.08 printed: 7/19/2018 1:20 PM Page 20 of 20 DESIGN REQUIREMENTS: A. Post development flow <= predevelopment flow Drainage Area, (DA) = 9.00 acres Intensity, (1) = 6.85 inches/hr Composite Runoff Coefficient, (C) => 0.30 Maximum Release Rate, (Q10) => 18.50 cfs Drainage Area, (DA) = 9.00 acres Intensity, (I) = 6.85 inches/hr Composite Runoff Coefficient, (C) => 0.76 Peak Release Rate, (Q10) => 46.85 cfs Contour Contour Incr. Accum. Stage Elev. Area Storage Storage (S) (Z) (ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est 152.0 - - - - 152.0 20,019 10 10 0.00 2.30 -6.91 0.00 152.5 21,889 10,477 10,487 0.50 9.26 -0.69 0.52 153.0 22,845 11,184 21,671 1.00 9.98 0.00 1.00 153.5 23,815 11,665 33,336 1.50 10.41 0.41 1.48 154.0 25,797 12,403 45,739 2.00 10.73 0.69 1.97 154.5 26,810 13,152 58,890 2.50 10.98 0.92 2.47 155.0 27,836 13,662 72,552 3.00 11.19 1.10 2.98 156.0 28,877 28,357 100,908 4.00 11.52 1.39 4.02 156.3 29,403 7,285 108,193 4.25 11.59 1.45 4.28 Regression Output: b= 1.11 (X Variable Coefi) Ks= 21,565 (ey-intercept) Stage - Storage Equation is of the form: S = (Ks)(Z)b printed: 7/19/2018 1:20 PM Page 1 of 20 Barrel Number of Barrels = Dia. of Barrel = Area of Barrel, (Ab) _ Pipe Length, (L) _ Friction Coeff, (Kp) _ Inv. of Barrel = Riser Elev. of Riser Crest = Rectangular Length Weir= M 24 inches Total Weir Length= Area of Riser = Orifice in Riser Dia. of Orifice = Number of Orifices = Area of Orifice, (Ab) _ Orifice Coefficient (Cd) _ Inv. of Orifice = Length of weir-- Top eir=Top of weir-- Weir eir=Weir Coefficient (Cw)= Width of Spillway (Approx.) _ Weir Coefficient = Crest Elevation = Maximum Release Rate, (Q10) _ Release Rate, (Q10) _ Normal Water Surface Elev. _ Water Surface Elev. @ Outlet (Q10) _ Width Weir= 1 18 inches 1.77 sf 72.3 feet 0.01550 152.00 feet 155.50 feet 36 inches 10.00 feet 6.00 sq. ft. 3.00 inches 1 0.05 sf 0.60 152.00 feet 1.25 feet 153.57 feet 3.00 30 feet 3.3 156.00 feet 18.50 cfs 17.74 cfs 152.00 feet printed: 7/19/2018 1:20 PM 155.78 feet Page 2 of 20 Peak Inflow, (Qp) _> 46.85 cfs Time to Peak Calculation: CN= 91 P= 5.36 in. Q*= 4.33 in. (depth of runoff) Vol= 141,533 cf (vol. of runoff) Time to Peak, (Tp) => 36.2 minutes (SCS TR -55) t//t /Q Ou t 4 min cfs 0.00 0.000 0 0.00 0.06 0.008 2 0.35 0.11 0.030 4 1.40 0.17 0.066 6 3.10 0.22 0.116 8 5.42 0.28 0.177 10 8.27 0.33 0.247 12 11.58 0.39 0.326 14 15.25 0.44 0.409 16 19.16 0.50 0.495 18 23.20 0.55 0.582 20 27.25 0.61 0.666 22 31.18 0.66 0.744 24 34.88 0.72 0.816 26 38.24 0.77 0.878 28 41.15 0.83 0.929 30 43.53 0.88 0.967 32 45.30 0.94 0.991 34 46.42 0.99 1.000 36 46.85 1.05 0.994 38 46.58 1.10 0.973 40 45.61 1.16 0.938 42 43.97 1.21 0.890 44 41.72 1.27 0.833 46 39.01 1.33 0.775 48 36.31 S= 0.99 in. printed: 7/19/2018 1:20 PM Page 3 of 20 1.38 0.721 50 33.79 1.44 0.671 52 31.45 1.49 0.625 54 29.28 1.55 0.582 56 27.25 1.60 0.541 58 25.36 1.66 0.504 60 23.60 1.71 0.469 62 21.97 1.77 0.436 64 20.45 1.82 0.406 66 19.03 1.88 0.378 68 17.71 1.93 0.352 70 16.49 1.99 0.327 72 15.34 2.04 0.305 74 14.28 2.10 0.284 76 13.29 2.15 0.264 78 12.37 2.21 0.246 80 11.51 2.26 0.229 82 10.72 2.32 0.213 84 9.97 2.37 0.198 86 9.28 2.43 0.184 88 8.64 2.48 0.172 90 8.04 2.54 0.160 92 7.48 2.60 0.149 94 6.97 2.65 0.138 96 6.48 2.71 0.129 98 6.03 2.76 0.120 100 5.62 2.82 0.112 102 5.23 2.87 0.104 104 4.87 2.93 0.097 106 4.53 2.98 0.090 108 4.21 3.04 0.084 110 3.92 3.09 0.078 112 3.65 3.15 0.073 114 3.40 3.20 0.068 116 3.16 3.26 0.063 118 2.94 3.31 0.058 120 2.74 3.37 0.054 122 2.55 3.42 0.051 124 2.37 3.48 0.047 126 2.21 3.53 0.044 128 2.06 3.59 0.041 130 1.91 3.64 0.038 132 1.78 3.70 0.035 134 1.66 3.75 0.033 136 1.54 3.81 0.031 138 1.44 3.87 0.029 140 1.34 3.92 0.027 142 1.24 3.98 0.025 144 1.16 4.03 0.023 146 1.08 4.09 0.021 148 1.00 4.14 0.020 150 0.93 4.20 0.019 152 0.87 4.25 0.017 154 0.81 4.31 0.016 156 0.75 4.36 0.015 158 0.70 4.42 0.014 160 0.65 4.47 0.013 162 0.61 4.53 0.012 164 0.56 4.58 0.011 166 0.53 4.64 0.010 168 0.49 4.69 0.010 170 0.46 4.75 0.009 172 0.42 4.80 0.008 174 0.39 4.86 0.008 176 0.37 4.91 0.007 178 0.34 4.97 0.007 180 0.32 printed: 7/19/2018 1:20 PM Page 4 of 20 5.02 0.006 182 0.30 5.08 0.006 184 0.28 5.14 0.005 186 0.26 5.19 0.005 188 0.24 5.25 0.005 190 0.22 5.30 0.004 192 0.21 5.36 0.004 194 0.19 5.41 0.004 196 0.18 5.47 0.004 198 0.17 5.52 0.003 200 0.16 5.58 0.003 202 0.14 5.63 0.003 204 0.13 5.69 0.003 206 0.13 5.74 0.002 208 0.12 5.80 0.002 210 0.11 5.85 0.002 212 0.10 5.91 0.002 214 0.09 5.96 0.002 216 0.09 6.02 0.002 218 0.08 6.07 0.002 220 0.08 6.13 0.002 222 0.07 6.18 0.001 224 0.07 6.24 0.001 226 0.06 6.29 0.001 228 0.06 6.35 0.001 230 0.05 6.41 0.001 232 0.05 6.46 0.001 234 0.05 6.52 0.001 236 0.04 6.57 0.001 238 0.04 6.63 0.001 240 0.04 6.68 0.001 242 0.03 6.74 0.001 244 0.03 6.79 0.001 246 0.03 6.85 0.001 248 0.03 6.90 0.001 250 0.03 6.96 0.001 252 0.02 7.01 0.000 254 0.02 7.07 0.000 256 0.02 7.12 0.000 258 0.02 7.18 0.000 260 0.02 7.23 0.000 262 0.02 7.29 0.000 264 0.02 7.34 0.000 266 0.01 7.40 0.000 268 0.01 7.45 0.000 270 0.01 7.51 0.000 272 0.01 7.56 0.000 274 0.01 7.62 0.000 276 0.01 7.68 0.000 278 0.01 7.73 0.000 280 0.01 printed: 7/19/2018 1:20 PM Page 5 of 20 7.79 0.000 282 0.01 7.84 0.000 284 0.01 7.90 0.000 286 0.01 7.95 0.000 288 0.01 8.01 0.000 290 0.01 8.06 0.000 292 0.01 8.12 0.000 294 0.01 8.17 0.000 296 0.00 8.23 0.000 298 0.00 8.28 0.000 300 0.00 8.34 0.000 302 0.00 8.39 0.000 304 0.00 8.45 0.000 306 0.00 8.50 0.000 308 0.00 8.56 0.000 310 0.00 8.61 0.000 312 0.00 8.67 0.000 314 0.00 8.72 0.000 316 0.00 8.78 0.000 318 0.00 8.83 0.000 320 0.00 8.89 0.000 322 0.00 8.95 0.000 324 0.00 9.00 0.000 326 0.00 9.06 0.000 328 0.00 9.11 0.000 330 0.00 9.17 0.000 332 0.00 9.22 0.000 334 0.00 9.28 0.000 336 0.00 9.33 0.000 338 0.00 9.39 0.000 340 0.00 9.44 0.000 342 0.00 9.50 0.000 344 0.00 9.55 0.000 346 0.00 9.61 0.000 348 0.00 9.66 0.000 350 0.00 9.72 0.000 352 0.00 9.77 0.000 354 0.00 9.83 0.000 356 0.00 9.88 0.000 358 0.00 9.94 0.000 360 0.00 9.99 0.000 362 0.00 10.05 0.000 364 0.00 10.10 0.000 366 0.00 10.16 0.000 368 0.00 10.22 0.000 370 0.00 10.27 0.000 372 0.00 10.33 0.000 374 0.00 10.38 0.000 376 0.00 10.44 0.000 378 0.00 10.49 0.000 380 0.00 10.55 0.000 382 0.00 10.60 0.000 384 0.00 10.66 0.000 386 0.00 10.71 0.000 388 0.00 10.77 0.000 390 0.00 10.82 0.000 392 0.00 10.88 0.000 394 0.00 10.93 0.000 396 0.00 10.99 0.000 398 0.00 11.04 0.000 400 0.00 11.10 0.000 402 0.00 11.15 0.000 404 0.00 11.21 0.000 406 0.00 11.26 0.000 408 0.00 11.32 0.000 410 0.00 11.38 0.000 412 0.00 printed: 7/19/2018 1:20 PM Page 6 of 20 11.43 0.000 414 0.00 11.49 0.000 416 0.00 11.54 0.000 418 0.00 11.60 0.000 420 0.00 11.65 0.000 422 0.00 11.71 0.000 424 0.00 11.76 0.000 426 0.00 11.82 0.000 428 0.00 11.87 0.000 430 0.00 11.93 0.000 432 0.00 11.98 0.000 434 0.00 12.04 0.000 436 0.00 12.09 0.000 438 0.00 12.15 0.000 440 0.00 12.20 0.000 442 0.00 12.26 0.000 444 0.00 12.31 0.000 446 0.00 12.37 0.000 448 0.00 12.42 0.000 450 0.00 12.48 0.000 452 0.00 12.53 0.000 454 0.00 12.59 0.000 456 0.00 12.65 0.000 458 0.00 12.70 0.000 460 0.00 12.76 0.000 462 0.00 12.81 0.000 464 0.00 12.87 0.000 466 0.00 12.92 0.000 468 0.00 12.98 0.000 470 0.00 13.03 0.000 472 0.00 13.09 0.000 474 0.00 13.14 0.000 476 0.00 13.20 0.000 478 0.00 13.25 0.000 480 0.00 13.31 0.000 482 0.00 13.36 0.000 484 0.00 13.42 0.000 486 0.00 13.47 0.000 488 0.00 13.53 0.000 490 0.00 13.58 0.000 492 0.00 13.64 0.000 494 0.00 13.69 0.000 496 0.00 13.75 0.000 498 0.00 13.80 0.000 500 0.00 13.86 0.000 502 0.00 13.92 0.000 504 0.00 13.97 0.000 506 0.00 14.03 0.000 508 0.00 14.08 0.000 510 0.00 14.14 0.000 512 0.00 14.19 0.000 514 0.00 14.25 0.000 516 0.00 14.30 0.000 518 0.00 14.36 0.000 520 0.00 14.41 0.000 522 0.00 14.47 0.000 524 0.00 14.52 0.000 526 0.00 14.58 0.000 528 0.00 14.63 0.000 530 0.00 14.69 0.000 532 0.00 14.74 0.000 534 0.00 14.80 0.000 536 0.00 14.85 0.000 538 0.00 14.91 0.000 540 0.00 14.96 0.000 542 0.00 15.02 0.000 544 0.00 printed: 7/19/2018 1:20 PM Page 7 of 20 15.07 0.000 546 0.00 15.13 0.000 548 0.00 15.19 0.000 550 0.00 15.24 0.000 552 0.00 15.30 0.000 554 0.00 15.35 0.000 556 0.00 15.41 0.000 558 0.00 15.46 0.000 560 0.00 15.52 0.000 562 0.00 15.57 0.000 564 0.00 15.63 0.000 566 0.00 15.68 0.000 568 0.00 15.74 0.000 570 0.00 15.79 0.000 572 0.00 15.85 0.000 574 0.00 15.90 0.000 576 0.00 15.96 0.000 578 0.00 16.01 0.000 580 0.00 16.07 0.000 582 0.00 16.12 0.000 584 0.00 16.18 0.000 586 0.00 16.23 0.000 588 0.00 16.29 0.000 590 0.00 16.34 0.000 592 0.00 16.40 0.000 594 0.00 16.46 0.000 596 0.00 16.51 0.000 598 0.00 16.57 0.000 600 0.00 16.62 0.000 602 0.00 16.68 0.000 604 0.00 16.73 0.000 606 0.00 16.79 0.000 608 0.00 16.84 0.000 610 0.00 16.90 0.000 612 0.00 16.95 0.000 614 0.00 17.01 0.000 616 0.00 17.06 0.000 618 0.00 17.12 0.000 620 0.00 17.17 0.000 622 0.00 17.23 0.000 624 0.00 17.28 0.000 626 0.00 17.34 0.000 628 0.00 17.39 0.000 630 0.00 17.45 0.000 632 0.00 17.50 0.000 634 0.00 17.56 0.000 636 0.00 17.61 0.000 638 0.00 17.67 0.000 640 0.00 17.73 0.000 642 0.00 17.78 0.000 644 0.00 17.84 0.000 646 0.00 17.89 0.000 648 0.00 17.95 0.000 650 0.00 18.00 0.000 652 0.00 18.06 0.000 654 0.00 18.11 0.000 656 0.00 18.17 0.000 658 0.00 18.22 0.000 660 0.00 18.28 0.000 662 0.00 18.33 0.000 664 0.00 18.39 0.000 666 0.00 18.44 0.000 668 0.00 18.50 0.000 670 0.00 18.55 0.000 672 0.00 18.61 0.000 674 0.00 18.66 0.000 676 0.00 printed: 7/19/2018 1:20 PM Page 8 of 20 18.72 0.000 678 0.00 18.77 0.000 680 0.00 18.83 0.000 682 0.00 18.88 0.000 684 0.00 18.94 0.000 686 0.00 19.00 0.000 688 0.00 19.05 0.000 690 0.00 19.11 0.000 692 0.00 19.16 0.000 694 0.00 19.22 0.000 696 0.00 19.27 0.000 698 0.00 19.33 0.000 700 0.00 19.38 0.000 702 0.00 19.44 0.000 704 0.00 19.49 0.000 706 0.00 19.55 0.000 708 0.00 19.60 0.000 710 0.00 19.66 0.000 712 0.00 19.71 0.000 714 0.00 19.77 0.000 716 0.00 19.82 0.000 718 0.00 19.88 0.000 720 0.00 19.93 0.000 722 0.00 19.99 0.000 724 0.00 20.04 0.000 726 0.00 20.10 0.000 728 0.00 20.15 0.000 730 0.00 20.21 0.000 732 0.00 20.27 0.000 734 0.00 20.32 0.000 736 0.00 20.38 0.000 738 0.00 20.43 0.000 740 0.00 20.49 0.000 742 0.00 20.54 0.000 744 0.00 20.60 0.000 746 0.00 20.65 0.000 748 0.00 20.71 0.000 750 0.00 20.76 0.000 752 0.00 20.82 0.000 754 0.00 20.87 0.000 756 0.00 20.93 0.000 758 0.00 20.98 0.000 760 0.00 21.04 0.000 762 0.00 21.09 0.000 764 0.00 21.15 0.000 766 0.00 21.20 0.000 768 0.00 21.26 0.000 770 0.00 21.31 0.000 772 0.00 21.37 0.000 774 0.00 21.42 0.000 776 0.00 21.48 0.000 778 0.00 21.54 0.000 780 0.00 21.59 0.000 782 0.00 21.65 0.000 784 0.00 21.70 0.000 786 0.00 21.76 0.000 788 0.00 21.81 0.000 790 0.00 21.87 0.000 792 0.00 21.92 0.000 794 0.00 21.98 0.000 796 0.00 22.03 0.000 798 0.00 22.09 0.000 800 0.00 22.14 0.000 802 0.00 22.20 0.000 804 0.00 22.25 0.000 806 0.00 22.31 0.000 808 0.00 printed: 7/19/2018 1:20 PM Page 9 of 20 22.36 0.000 810 0.00 22.42 0.000 812 0.00 22.47 0.000 814 0.00 22.53 0.000 816 0.00 22.58 0.000 818 0.00 22.64 0.000 820 0.00 22.69 0.000 822 0.00 22.75 0.000 824 0.00 22.81 0.000 826 0.00 22.86 0.000 828 0.00 22.92 0.000 830 0.00 22.97 0.000 832 0.00 23.03 0.000 834 0.00 23.08 0.000 836 0.00 23.14 0.000 838 0.00 23.19 0.000 840 0.00 23.25 0.000 842 0.00 23.30 0.000 844 0.00 23.36 0.000 846 0.00 23.41 0.000 848 0.00 23.47 0.000 850 0.00 23.52 0.000 852 0.00 23.58 0.000 854 0.00 23.63 0.000 856 0.00 23.69 0.000 858 0.00 23.74 0.000 860 0.00 23.80 0.000 862 0.00 23.85 0.000 864 0.00 23.91 0.000 866 0.00 23.96 0.000 868 0.00 24.02 0.000 870 0.00 24.08 0.000 872 0.00 24.13 0.000 874 0.00 24.19 0.000 876 0.00 24.24 0.000 878 0.00 24.30 0.000 880 0.00 24.35 0.000 882 0.00 24.41 0.000 884 0.00 24.46 0.000 886 0.00 24.52 0.000 888 0.00 24.57 0.000 890 0.00 24.63 0.000 892 0.00 24.68 0.000 894 0.00 24.74 0.000 896 0.00 24.79 0.000 898 0.00 24.85 0.000 900 0.00 24.90 0.000 902 0.00 24.96 0.000 904 0.00 25.01 0.000 906 0.00 25.07 0.000 908 0.00 25.12 0.000 910 0.00 25.18 0.000 912 0.00 25.23 0.000 914 0.00 25.29 0.000 916 0.00 25.35 0.000 918 0.00 25.40 0.000 920 0.00 25.46 0.000 922 0.00 25.51 0.000 924 0.00 25.57 0.000 926 0.00 25.62 0.000 928 0.00 25.68 0.000 930 0.00 25.73 0.000 932 0.00 25.79 0.000 934 0.00 25.84 0.000 936 0.00 25.90 0.000 938 0.00 25.95 0.000 940 0.00 printed: 7/19/2018 1:20 PM Page 10 of 20 26.01 0.000 942 0.00 26.06 0.000 944 0.00 26.12 0.000 946 0.00 26.17 0.000 948 0.00 26.23 0.000 950 0.00 26.28 0.000 952 0.00 26.34 0.000 954 0.00 26.39 0.000 956 0.00 26.45 0.000 958 0.00 26.50 0.000 960 0.00 26.56 0.000 962 0.00 26.62 0.000 964 0.00 26.67 0.000 966 0.00 26.73 0.000 968 0.00 26.78 0.000 970 0.00 26.84 0.000 972 0.00 26.89 0.000 974 0.00 26.95 0.000 976 0.00 27.00 0.000 978 0.00 27.06 0.000 980 0.00 27.11 0.000 982 0.00 27.17 0.000 984 0.00 27.22 0.000 986 0.00 27.28 0.000 988 0.00 27.33 0.000 990 0.00 27.39 0.000 992 0.00 27.44 0.000 994 0.00 27.50 0.000 996 0.00 27.55 0.000 998 0.00 27.61 0.000 1000 0.00 27.66 0.000 1002 0.00 27.72 0.000 1004 0.00 27.77 0.000 1006 0.00 27.83 0.000 1008 0.00 27.89 0.000 1010 0.00 27.94 0.000 1012 0.00 28.00 0.000 1014 0.00 28.05 0.000 1016 0.00 28.11 0.000 1018 0.00 28.16 0.000 1020 0.00 28.22 0.000 1022 0.00 28.27 0.000 1024 0.00 28.33 0.000 1026 0.00 28.38 0.000 1028 0.00 28.44 0.000 1030 0.00 28.49 0.000 1032 0.00 28.55 0.000 1034 0.00 28.60 0.000 1036 0.00 28.66 0.000 1038 0.00 28.71 0.000 1040 0.00 28.77 0.000 1042 0.00 28.82 0.000 1044 0.00 28.88 0.000 1046 0.00 28.93 0.000 1048 0.00 28.99 0.000 1050 0.00 29.04 0.000 1052 0.00 29.10 0.000 1054 0.00 29.16 0.000 1056 0.00 29.21 0.000 1058 0.00 printed: 7/19/2018 1:20 PM Page 11 Of 20 printed: 7/19/2018 1:20 PM Page 12 of 20 WEIR ORIFICE 1st 2nd EMERGENCY TOTAL TIME INFLOW STORAGE STAGE RISER RISER ORIFICE NOTCH SPILLWAY OUTFLOW min cfs cif fLtl cfs) (cfs) (cfs) (cfs) (cfs) (cfs 0.00 0.00 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 2.00 0.35 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 4.00 1.40 42 0.00 0.0 0.00 0.00 0.00 0.0 0.00 6.00 3.10 210 0.02 0.0 0.00 0.00 0.00 0.0 0.00 8.00 5.42 582 0.04 0.0 0.00 0.00 0.00 0.0 0.00 10.00 8.27 1231 0.08 0.0 0.00 0.01 0.00 0.0 0.01 12.00 11.58 2222 0.13 0.0 0.00 0.03 0.00 0.0 0.03 14.00 15.25 3609 0.20 0.0 0.00 0.06 0.00 0.0 0.06 16.00 19.16 5432 0.29 0.0 0.00 0.10 0.00 0.0 0.10 18.00 23.20 7720 0.40 0.0 0.00 0.12 0.00 0.0 0.12 20.00 27.25 10490 0.52 0.0 0.00 0.15 0.00 0.0 0.15 22.00 31.18 13742 0.67 0.0 0.00 0.17 0.00 0.0 0.17 24.00 34.88 17463 0.83 0.0 0.00 0.20 0.00 0.0 0.20 26.00 38.24 21625 1.00 0.0 0.00 0.22 0.00 0.0 0.22 28.00 41.15 26187 1.19 0.0 0.00 0.24 0.00 0.0 0.24 30.00 43.53 31096 1.39 0.0 0.00 0.27 0.00 0.0 0.27 32.00 45.30 36287 1.60 0.0 0.00 0.29 0.00 0.0 0.29 34.00 46.42 41689 1.81 0.0 0.00 0.31 0.02 0.0 0.32 36.00 46.85 47221 2.03 0.0 0.00 0.33 0.44 0.0 0.77 38.00 46.58 52751 2.24 0.0 0.00 0.34 1.15 0.0 1.49 40.00 45.61 58161 2.44 0.0 0.00 0.36 2.05 0.0 2.41 42.00 43.97 63345 2.64 0.0 0.00 0.37 3.06 0.0 3.44 44.00 41.72 68209 2.82 0.0 0.00 0.39 4.14 0.0 4.53 46.00 39.01 72671 2.99 0.0 0.00 0.40 5.25 0.0 5.65 48.00 36.31 76675 3.14 0.0 0.00 0.41 6.32 0.0 6.73 50.00 33.79 80225 3.27 0.0 0.00 0.42 7.34 0.0 7.76 52.00 31.45 83349 3.38 0.0 0.00 0.43 8.28 0.0 8.70 54.00 29.28 86079 3.48 0.0 0.00 0.43 9.13 0.0 9.56 56.00 27.25 88445 3.57 0.5 7.37 0.44 9.89 0.0 10.88 58.00 25.36 90410 3.64 1.7 10.67 0.44 10.57 0.0 12.67 60.00 23.60 91932 3.69 2.8 12.64 0.45 11.14 0.0 14.35 62.00 21.97 93042 3.73 3.7 13.91 0.45 11.59 0.0 15.72 64.00 20.45 93792 3.76 4.3 14.70 0.45 11.92 0.0 16.71 66.00 19.03 94240 3.78 4.8 15.15 0.45 12.14 0.0 17.35 68.00 17.71 94442 3.78 4.9 15.35 0.45 12.28 0.0 17.68 70.00 16.49 94446 3.78 5.0 15.35 0.45 12.34 0.0 17.74 72.00 15.34 94295 3.78 4.8 15.20 0.45 12.34 0.0 17.60 74.00 14.28 94024 3.77 4.6 14.93 0.45 12.29 0.0 17.30 76.00 13.29 93661 3.76 4.2 14.56 0.45 12.21 0.0 16.89 78.00 12.37 93229 3.74 3.8 14.11 0.45 12.10 0.0 16.40 80.00 11.51 92746 3.72 3.4 13.58 0.45 11.97 0.0 15.85 82.00 10.72 92226 3.70 3.0 12.99 0.45 11.83 0.0 15.28 84.00 9.97 91679 3.68 2.6 12.34 0.45 11.68 0.0 14.69 86.00 9.28 91113 3.66 2.1 11.62 0.44 11.51 0.0 14.11 88.00 8.64 90534 3.64 1.7 10.85 0.44 11.35 0.0 13.53 90.00 8.04 89946 3.62 1.4 9.99 0.44 11.18 0.0 12.98 92.00 7.48 89354 3.60 1.0 9.05 0.44 11.00 0.0 12.46 94.00 6.97 88757 3.58 0.7 7.99 0.44 10.83 0.0 11.97 96.00 6.48 88157 3.56 0.4 6.75 0.44 10.66 0.0 11.52 98.00 6.03 87553 3.53 0.2 5.22 0.44 10.48 0.0 11.12 100.00 5.62 86943 3.51 0.0 2.96 0.43 10.31 0.0 10.78 102.00 5.23 86323 3.49 0.0 0.00 0.43 10.14 0.0 10.57 104.00 4.87 85682 3.47 0.0 0.00 0.43 9.96 0.0 10.39 106.00 4.53 85019 3.44 0.0 0.00 0.43 9.78 0.0 10.21 108.00 4.21 84337 3.42 0.0 0.00 0.43 9.59 0.0 10.02 110.00 3.92 83640 3.39 0.0 0.00 0.43 9.40 0.0 9.83 112.00 3.65 82932 3.37 0.0 0.00 0.42 9.21 0.0 9.63 114.00 3.40 82214 3.34 0.0 0.00 0.42 9.01 0.0 9.44 116.00 3.16 81489 3.31 0.0 0.00 0.42 8.82 0.0 9.24 118.00 2.94 80760 3.29 0.0 0.00 0.42 8.62 0.0 9.04 120.00 2.74 80029 3.26 0.0 0.00 0.42 8.42 0.0 8.84 printed: 7/19/2018 1:20 PM Page 12 of 20 122.00 2.55 79297 3.23 0.0 0.00 0.42 8.22 0.0 8.64 124.00 2.37 78567 3.21 0.0 0.00 0.41 8.03 0.0 8.44 126.00 2.21 77838 3.18 0.0 0.00 0.41 7.83 0.0 8.25 128.00 2.06 77114 3.15 0.0 0.00 0.41 7.64 0.0 8.05 130.00 1.91 76394 3.13 0.0 0.00 0.41 7.45 0.0 7.86 132.00 1.78 75680 3.10 0.0 0.00 0.41 7.27 0.0 7.67 134.00 1.66 74973 3.07 0.0 0.00 0.41 7.08 0.0 7.49 136.00 1.54 74274 3.05 0.0 0.00 0.40 6.90 0.0 7.31 138.00 1.44 73582 3.02 0.0 0.00 0.40 6.72 0.0 7.13 140.00 1.34 72899 3.00 0.0 0.00 0.40 6.55 0.0 6.95 142.00 1.24 72226 2.97 0.0 0.00 0.40 6.38 0.0 6.78 144.00 1.16 71562 2.95 0.0 0.00 0.40 6.21 0.0 6.61 146.00 1.08 70907 2.92 0.0 0.00 0.39 6.05 0.0 6.44 148.00 1.00 70263 2.90 0.0 0.00 0.39 5.89 0.0 6.28 150.00 0.93 69630 2.87 0.0 0.00 0.39 5.73 0.0 6.13 152.00 0.87 69007 2.85 0.0 0.00 0.39 5.58 0.0 5.97 154.00 0.81 68394 2.83 0.0 0.00 0.39 5.43 0.0 5.82 156.00 0.75 67792 2.81 0.0 0.00 0.39 5.29 0.0 5.68 158.00 0.70 67202 2.78 0.0 0.00 0.38 5.15 0.0 5.53 160.00 0.65 66622 2.76 0.0 0.00 0.38 5.01 0.0 5.40 162.00 0.61 66052 2.74 0.0 0.00 0.38 4.88 0.0 5.26 164.00 0.56 65494 2.72 0.0 0.00 0.38 4.75 0.0 5.13 166.00 0.53 64946 2.70 0.0 0.00 0.38 4.62 0.0 5.00 168.00 0.49 64409 2.68 0.0 0.00 0.38 4.50 0.0 4.88 170.00 0.46 63883 2.66 0.0 0.00 0.38 4.38 0.0 4.75 172.00 0.42 63367 2.64 0.0 0.00 0.37 4.26 0.0 4.64 174.00 0.39 62861 2.62 0.0 0.00 0.37 4.15 0.0 4.52 176.00 0.37 62366 2.60 0.0 0.00 0.37 4.04 0.0 4.41 178.00 0.34 61881 2.58 0.0 0.00 0.37 3.93 0.0 4.30 180.00 0.32 61406 2.57 0.0 0.00 0.37 3.83 0.0 4.20 182.00 0.30 60940 2.55 0.0 0.00 0.37 3.73 0.0 4.10 184.00 0.28 60484 2.53 0.0 0.00 0.37 3.63 0.0 4.00 186.00 0.26 60038 2.52 0.0 0.00 0.36 3.53 0.0 3.90 188.00 0.24 59601 2.50 0.0 0.00 0.36 3.44 0.0 3.81 190.00 0.22 59173 2.48 0.0 0.00 0.36 3.35 0.0 3.71 192.00 0.21 58753 2.47 0.0 0.00 0.36 3.26 0.0 3.63 194.00 0.19 58343 2.45 0.0 0.00 0.36 3.18 0.0 3.54 196.00 0.18 57941 2.44 0.0 0.00 0.36 3.10 0.0 3.46 198.00 0.17 57548 2.42 0.0 0.00 0.36 3.02 0.0 3.38 200.00 0.16 57163 2.41 0.0 0.00 0.36 2.94 0.0 3.30 202.00 0.14 56786 2.39 0.0 0.00 0.36 2.86 0.0 3.22 204.00 0.13 56417 2.38 0.0 0.00 0.35 2.79 0.0 3.15 206.00 0.13 56056 2.36 0.0 0.00 0.35 2.72 0.0 3.07 208.00 0.12 55702 2.35 0.0 0.00 0.35 2.65 0.0 3.00 210.00 0.11 55355 2.34 0.0 0.00 0.35 2.58 0.0 2.94 212.00 0.10 55016 2.33 0.0 0.00 0.35 2.52 0.0 2.87 214.00 0.09 54684 2.31 0.0 0.00 0.35 2.46 0.0 2.80 216.00 0.09 54359 2.30 0.0 0.00 0.35 2.39 0.0 2.74 218.00 0.08 54040 2.29 0.0 0.00 0.35 2.33 0.0 2.68 220.00 0.08 53728 2.28 0.0 0.00 0.35 2.28 0.0 2.62 222.00 0.07 53423 2.26 0.0 0.00 0.35 2.22 0.0 2.56 224.00 0.07 53123 2.25 0.0 0.00 0.34 2.16 0.0 2.51 226.00 0.06 52830 2.24 0.0 0.00 0.34 2.11 0.0 2.45 228.00 0.06 52543 2.23 0.0 0.00 0.34 2.06 0.0 2.40 230.00 0.05 52261 2.22 0.0 0.00 0.34 2.01 0.0 2.35 232.00 0.05 51985 2.21 0.0 0.00 0.34 1.96 0.0 2.30 234.00 0.05 51715 2.20 0.0 0.00 0.34 1.91 0.0 2.25 236.00 0.04 51450 2.19 0.0 0.00 0.34 1.87 0.0 2.21 238.00 0.04 51191 2.18 0.0 0.00 0.34 1.82 0.0 2.16 240.00 0.04 50937 2.17 0.0 0.00 0.34 1.78 0.0 2.11 242.00 0.03 50687 2.16 0.0 0.00 0.34 1.73 0.0 2.07 244.00 0.03 50443 2.15 0.0 0.00 0.34 1.69 0.0 2.03 246.00 0.03 50203 2.14 0.0 0.00 0.33 1.65 0.0 1.99 248.00 0.03 49968 2.13 0.0 0.00 0.33 1.61 0.0 1.95 250.00 0.03 49738 2.12 0.0 0.00 0.33 1.58 0.0 1.91 252.00 0.02 49512 2.11 0.0 0.00 0.33 1.54 0.0 1.87 printed: 7/19/2018 1:20 PM Page 13 of 20 254.00 0.02 49290 2.11 0.0 0.00 0.33 1.50 0.0 1.83 256.00 0.02 49072 2.10 0.0 0.00 0.33 1.47 0.0 1.80 258.00 0.02 48859 2.09 0.0 0.00 0.33 1.43 0.0 1.76 260.00 0.02 48650 2.08 0.0 0.00 0.33 1.40 0.0 1.73 262.00 0.02 48445 2.07 0.0 0.00 0.33 1.37 0.0 1.70 264.00 0.02 48243 2.07 0.0 0.00 0.33 1.34 0.0 1.66 266.00 0.01 48045 2.06 0.0 0.00 0.33 1.30 0.0 1.63 268.00 0.01 47851 2.05 0.0 0.00 0.33 1.27 0.0 1.60 270.00 0.01 47661 2.04 0.0 0.00 0.33 1.24 0.0 1.57 272.00 0.01 47473 2.04 0.0 0.00 0.33 1.22 0.0 1.54 274.00 0.01 47290 2.03 0.0 0.00 0.33 1.19 0.0 1.51 276.00 0.01 47109 2.02 0.0 0.00 0.32 1.16 0.0 1.49 278.00 0.01 46932 2.01 0.0 0.00 0.32 1.13 0.0 1.46 280.00 0.01 46758 2.01 0.0 0.00 0.32 1.11 0.0 1.43 282.00 0.01 46587 2.00 0.0 0.00 0.32 1.08 0.0 1.41 284.00 0.01 46419 2.00 0.0 0.00 0.32 1.06 0.0 1.38 286.00 0.01 46254 1.99 0.0 0.00 0.32 1.04 0.0 1.36 288.00 0.01 46092 1.98 0.0 0.00 0.32 1.01 0.0 1.33 290.00 0.01 45933 1.98 0.0 0.00 0.32 0.99 0.0 1.31 292.00 0.01 45777 1.97 0.0 0.00 0.32 0.97 0.0 1.29 294.00 0.01 45623 1.96 0.0 0.00 0.32 0.95 0.0 1.27 296.00 0.00 45471 1.96 0.0 0.00 0.32 0.92 0.0 1.24 298.00 0.00 45323 1.95 0.0 0.00 0.32 0.90 0.0 1.22 300.00 0.00 45177 1.95 0.0 0.00 0.32 0.88 0.0 1.20 302.00 0.00 45033 1.94 0.0 0.00 0.32 0.86 0.0 1.18 304.00 0.00 44891 1.94 0.0 0.00 0.32 0.85 0.0 1.16 306.00 0.00 44752 1.93 0.0 0.00 0.32 0.83 0.0 1.14 308.00 0.00 44616 1.93 0.0 0.00 0.32 0.81 0.0 1.12 310.00 0.00 44481 1.92 0.0 0.00 0.32 0.79 0.0 1.11 312.00 0.00 44349 1.91 0.0 0.00 0.32 0.77 0.0 1.09 314.00 0.00 44218 1.91 0.0 0.00 0.32 0.76 0.0 1.07 316.00 0.00 44090 1.90 0.0 0.00 0.31 0.74 0.0 1.05 318.00 0.00 43964 1.90 0.0 0.00 0.31 0.72 0.0 1.04 320.00 0.00 43840 1.89 0.0 0.00 0.31 0.71 0.0 1.02 322.00 0.00 43718 1.89 0.0 0.00 0.31 0.69 0.0 1.00 324.00 0.00 43597 1.89 0.0 0.00 0.31 0.68 0.0 0.99 326.00 0.00 43479 1.88 0.0 0.00 0.31 0.66 0.0 0.97 328.00 0.00 43362 1.88 0.0 0.00 0.31 0.65 0.0 0.96 330.00 0.00 43247 1.87 0.0 0.00 0.31 0.63 0.0 0.94 332.00 0.00 43134 1.87 0.0 0.00 0.31 0.62 0.0 0.93 334.00 0.00 43023 1.86 0.0 0.00 0.31 0.61 0.0 0.92 336.00 0.00 42913 1.86 0.0 0.00 0.31 0.59 0.0 0.90 338.00 0.00 42805 1.85 0.0 0.00 0.31 0.58 0.0 0.89 340.00 0.00 42698 1.85 0.0 0.00 0.31 0.57 0.0 0.88 342.00 0.00 42593 1.85 0.0 0.00 0.31 0.55 0.0 0.86 344.00 0.00 42490 1.84 0.0 0.00 0.31 0.54 0.0 0.85 346.00 0.00 42388 1.84 0.0 0.00 0.31 0.53 0.0 0.84 348.00 0.00 42287 1.83 0.0 0.00 0.31 0.52 0.0 0.83 350.00 0.00 42188 1.83 0.0 0.00 0.31 0.51 0.0 0.81 352.00 0.00 42090 1.83 0.0 0.00 0.31 0.50 0.0 0.80 354.00 0.00 41994 1.82 0.0 0.00 0.31 0.48 0.0 0.79 356.00 0.00 41899 1.82 0.0 0.00 0.31 0.47 0.0 0.78 358.00 0.00 41805 1.82 0.0 0.00 0.31 0.46 0.0 0.77 360.00 0.00 41713 1.81 0.0 0.00 0.31 0.45 0.0 0.76 362.00 0.00 41622 1.81 0.0 0.00 0.31 0.44 0.0 0.75 364.00 0.00 41532 1.80 0.0 0.00 0.31 0.43 0.0 0.74 366.00 0.00 41443 1.80 0.0 0.00 0.31 0.42 0.0 0.73 368.00 0.00 41356 1.80 0.0 0.00 0.31 0.41 0.0 0.72 370.00 0.00 41269 1.79 0.0 0.00 0.30 0.41 0.0 0.71 372.00 0.00 41184 1.79 0.0 0.00 0.30 0.40 0.0 0.70 374.00 0.00 41100 1.79 0.0 0.00 0.30 0.39 0.0 0.69 376.00 0.00 41017 1.78 0.0 0.00 0.30 0.38 0.0 0.68 378.00 0.00 40935 1.78 0.0 0.00 0.30 0.37 0.0 0.67 380.00 0.00 40854 1.78 0.0 0.00 0.30 0.36 0.0 0.67 382.00 0.00 40775 1.78 0.0 0.00 0.30 0.35 0.0 0.66 384.00 0.00 40696 1.77 0.0 0.00 0.30 0.35 0.0 0.65 printed: 7/19/2018 1:20 PM Page 14 of 20 386.00 0.00 40618 1.77 0.0 0.00 0.30 0.34 0.0 0.64 388.00 0.00 40541 1.77 0.0 0.00 0.30 0.33 0.0 0.63 390.00 0.00 40465 1.76 0.0 0.00 0.30 0.32 0.0 0.62 392.00 0.00 40390 1.76 0.0 0.00 0.30 0.32 0.0 0.62 394.00 0.00 40316 1.76 0.0 0.00 0.30 0.31 0.0 0.61 396.00 0.00 40243 1.75 0.0 0.00 0.30 0.30 0.0 0.60 398.00 0.00 40171 1.75 0.0 0.00 0.30 0.29 0.0 0.60 400.00 0.00 40100 1.75 0.0 0.00 0.30 0.29 0.0 0.59 402.00 0.00 40029 1.75 0.0 0.00 0.30 0.28 0.0 0.58 404.00 0.00 39959 1.74 0.0 0.00 0.30 0.27 0.0 0.57 406.00 0.00 39890 1.74 0.0 0.00 0.30 0.27 0.0 0.57 408.00 0.00 39822 1.74 0.0 0.00 0.30 0.26 0.0 0.56 410.00 0.00 39755 1.74 0.0 0.00 0.30 0.26 0.0 0.55 412.00 0.00 39688 1.73 0.0 0.00 0.30 0.25 0.0 0.55 414.00 0.00 39623 1.73 0.0 0.00 0.30 0.24 0.0 0.54 416.00 0.00 39558 1.73 0.0 0.00 0.30 0.24 0.0 0.54 418.00 0.00 39493 1.72 0.0 0.00 0.30 0.23 0.0 0.53 420.00 0.00 39430 1.72 0.0 0.00 0.30 0.23 0.0 0.52 422.00 0.00 39367 1.72 0.0 0.00 0.30 0.22 0.0 0.52 424.00 0.00 39304 1.72 0.0 0.00 0.30 0.22 0.0 0.51 426.00 0.00 39243 1.71 0.0 0.00 0.30 0.21 0.0 0.51 428.00 0.00 39182 1.71 0.0 0.00 0.30 0.20 0.0 0.50 430.00 0.00 39122 1.71 0.0 0.00 0.30 0.20 0.0 0.50 432.00 0.00 39062 1.71 0.0 0.00 0.30 0.19 0.0 0.49 434.00 0.00 39003 1.71 0.0 0.00 0.30 0.19 0.0 0.49 436.00 0.00 38945 1.70 0.0 0.00 0.30 0.18 0.0 0.48 438.00 0.00 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0.0 0.40 478.00 0.00 37843 1.66 0.0 0.00 0.29 0.10 0.0 0.39 480.00 0.00 37796 1.66 0.0 0.00 0.29 0.10 0.0 0.39 482.00 0.00 37749 1.66 0.0 0.00 0.29 0.10 0.0 0.39 484.00 0.00 37702 1.65 0.0 0.00 0.29 0.09 0.0 0.38 486.00 0.00 37656 1.65 0.0 0.00 0.29 0.09 0.0 0.38 488.00 0.00 37610 1.65 0.0 0.00 0.29 0.09 0.0 0.38 490.00 0.00 37565 1.65 0.0 0.00 0.29 0.08 0.0 0.38 492.00 0.00 37520 1.65 0.0 0.00 0.29 0.08 0.0 0.37 494.00 0.00 37475 1.65 0.0 0.00 0.29 0.08 0.0 0.37 496.00 0.00 37431 1.64 0.0 0.00 0.29 0.08 0.0 0.37 498.00 0.00 37387 1.64 0.0 0.00 0.29 0.07 0.0 0.36 500.00 0.00 37343 1.64 0.0 0.00 0.29 0.07 0.0 0.36 502.00 0.00 37300 1.64 0.0 0.00 0.29 0.07 0.0 0.36 504.00 0.00 37257 1.64 0.0 0.00 0.29 0.07 0.0 0.36 506.00 0.00 37214 1.63 0.0 0.00 0.29 0.06 0.0 0.35 508.00 0.00 37172 1.63 0.0 0.00 0.29 0.06 0.0 0.35 510.00 0.00 37130 1.63 0.0 0.00 0.29 0.06 0.0 0.35 512.00 0.00 37088 1.63 0.0 0.00 0.29 0.06 0.0 0.35 514.00 0.00 37047 1.63 0.0 0.00 0.29 0.05 0.0 0.34 516.00 0.00 37006 1.63 0.0 0.00 0.29 0.05 0.0 0.34 printed: 7/19/2018 1:20 PM Page 15 of 20 518.00 0.00 36965 1.62 0.0 0.00 0.29 0.05 0.0 0.34 520.00 0.00 36924 1.62 0.0 0.00 0.29 0.05 0.0 0.34 522.00 0.00 36884 1.62 0.0 0.00 0.29 0.04 0.0 0.33 524.00 0.00 36844 1.62 0.0 0.00 0.29 0.04 0.0 0.33 526.00 0.00 36804 1.62 0.0 0.00 0.29 0.04 0.0 0.33 528.00 0.00 36765 1.62 0.0 0.00 0.29 0.04 0.0 0.33 530.00 0.00 36725 1.62 0.0 0.00 0.29 0.04 0.0 0.33 532.00 0.00 36686 1.61 0.0 0.00 0.29 0.04 0.0 0.32 534.00 0.00 36648 1.61 0.0 0.00 0.29 0.03 0.0 0.32 536.00 0.00 36609 1.61 0.0 0.00 0.29 0.03 0.0 0.32 538.00 0.00 36571 1.61 0.0 0.00 0.29 0.03 0.0 0.32 540.00 0.00 36533 1.61 0.0 0.00 0.29 0.03 0.0 0.32 542.00 0.00 36495 1.61 0.0 0.00 0.29 0.03 0.0 0.31 544.00 0.00 36457 1.60 0.0 0.00 0.29 0.02 0.0 0.31 546.00 0.00 36420 1.60 0.0 0.00 0.29 0.02 0.0 0.31 548.00 0.00 36383 1.60 0.0 0.00 0.29 0.02 0.0 0.31 550.00 0.00 36345 1.60 0.0 0.00 0.29 0.02 0.0 0.31 552.00 0.00 36309 1.60 0.0 0.00 0.29 0.02 0.0 0.31 554.00 0.00 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0.0 0.00 0.28 0.00 0.0 0.28 634.00 0.00 34893 1.54 0.0 0.00 0.28 0.00 0.0 0.28 636.00 0.00 34859 1.54 0.0 0.00 0.28 0.00 0.0 0.28 638.00 0.00 34826 1.54 0.0 0.00 0.28 0.00 0.0 0.28 640.00 0.00 34792 1.54 0.0 0.00 0.28 0.00 0.0 0.28 642.00 0.00 34758 1.54 0.0 0.00 0.28 0.00 0.0 0.28 644.00 0.00 34725 1.54 0.0 0.00 0.28 0.00 0.0 0.28 646.00 0.00 34691 1.53 0.0 0.00 0.28 0.00 0.0 0.28 648.00 0.00 34657 1.53 0.0 0.00 0.28 0.00 0.0 0.28 printed: 7/19/2018 1:20 PM Page 16 of 20 650.00 0.00 34624 1.53 0.0 0.00 0.28 0.00 0.0 0.28 652.00 0.00 34590 1.53 0.0 0.00 0.28 0.00 0.0 0.28 654.00 0.00 34557 1.53 0.0 0.00 0.28 0.00 0.0 0.28 656.00 0.00 34523 1.53 0.0 0.00 0.28 0.00 0.0 0.28 658.00 0.00 34490 1.53 0.0 0.00 0.28 0.00 0.0 0.28 660.00 0.00 34456 1.53 0.0 0.00 0.28 0.00 0.0 0.28 662.00 0.00 34423 1.52 0.0 0.00 0.28 0.00 0.0 0.28 664.00 0.00 34389 1.52 0.0 0.00 0.28 0.00 0.0 0.28 666.00 0.00 34356 1.52 0.0 0.00 0.28 0.00 0.0 0.28 668.00 0.00 34322 1.52 0.0 0.00 0.28 0.00 0.0 0.28 670.00 0.00 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0.0 0.00 0.27 0.00 0.0 0.27 750.00 0.00 32965 1.47 0.0 0.00 0.27 0.00 0.0 0.27 752.00 0.00 32932 1.46 0.0 0.00 0.27 0.00 0.0 0.27 754.00 0.00 32899 1.46 0.0 0.00 0.27 0.00 0.0 0.27 756.00 0.00 32866 1.46 0.0 0.00 0.27 0.00 0.0 0.27 758.00 0.00 32834 1.46 0.0 0.00 0.27 0.00 0.0 0.27 760.00 0.00 32801 1.46 0.0 0.00 0.27 0.00 0.0 0.27 762.00 0.00 32768 1.46 0.0 0.00 0.27 0.00 0.0 0.27 764.00 0.00 32735 1.46 0.0 0.00 0.27 0.00 0.0 0.27 766.00 0.00 32703 1.46 0.0 0.00 0.27 0.00 0.0 0.27 768.00 0.00 32670 1.45 0.0 0.00 0.27 0.00 0.0 0.27 770.00 0.00 32638 1.45 0.0 0.00 0.27 0.00 0.0 0.27 772.00 0.00 32605 1.45 0.0 0.00 0.27 0.00 0.0 0.27 774.00 0.00 32572 1.45 0.0 0.00 0.27 0.00 0.0 0.27 776.00 0.00 32540 1.45 0.0 0.00 0.27 0.00 0.0 0.27 778.00 0.00 32507 1.45 0.0 0.00 0.27 0.00 0.0 0.27 780.00 0.00 32475 1.45 0.0 0.00 0.27 0.00 0.0 0.27 printed: 7/19/2018 1:20 PM Page 17 of 20 782.00 0.00 32442 1.44 0.0 0.00 0.27 0.00 0.0 0.27 784.00 0.00 32410 1.44 0.0 0.00 0.27 0.00 0.0 0.27 786.00 0.00 32377 1.44 0.0 0.00 0.27 0.00 0.0 0.27 788.00 0.00 32345 1.44 0.0 0.00 0.27 0.00 0.0 0.27 790.00 0.00 32312 1.44 0.0 0.00 0.27 0.00 0.0 0.27 792.00 0.00 32280 1.44 0.0 0.00 0.27 0.00 0.0 0.27 794.00 0.00 32247 1.44 0.0 0.00 0.27 0.00 0.0 0.27 796.00 0.00 32215 1.44 0.0 0.00 0.27 0.00 0.0 0.27 798.00 0.00 32182 1.43 0.0 0.00 0.27 0.00 0.0 0.27 800.00 0.00 32150 1.43 0.0 0.00 0.27 0.00 0.0 0.27 802.00 0.00 32118 1.43 0.0 0.00 0.27 0.00 0.0 0.27 804.00 0.00 32085 1.43 0.0 0.00 0.27 0.00 0.0 0.27 806.00 0.00 32053 1.43 0.0 0.00 0.27 0.00 0.0 0.27 808.00 0.00 32021 1.43 0.0 0.00 0.27 0.00 0.0 0.27 810.00 0.00 31988 1.43 0.0 0.00 0.27 0.00 0.0 0.27 812.00 0.00 31956 1.43 0.0 0.00 0.27 0.00 0.0 0.27 814.00 0.00 31924 1.42 0.0 0.00 0.27 0.00 0.0 0.27 816.00 0.00 31891 1.42 0.0 0.00 0.27 0.00 0.0 0.27 818.00 0.00 31859 1.42 0.0 0.00 0.27 0.00 0.0 0.27 820.00 0.00 31827 1.42 0.0 0.00 0.27 0.00 0.0 0.27 822.00 0.00 31795 1.42 0.0 0.00 0.27 0.00 0.0 0.27 824.00 0.00 31763 1.42 0.0 0.00 0.27 0.00 0.0 0.27 826.00 0.00 31730 1.42 0.0 0.00 0.27 0.00 0.0 0.27 828.00 0.00 31698 1.41 0.0 0.00 0.27 0.00 0.0 0.27 830.00 0.00 31666 1.41 0.0 0.00 0.27 0.00 0.0 0.27 832.00 0.00 31634 1.41 0.0 0.00 0.27 0.00 0.0 0.27 834.00 0.00 31602 1.41 0.0 0.00 0.27 0.00 0.0 0.27 836.00 0.00 31570 1.41 0.0 0.00 0.27 0.00 0.0 0.27 838.00 0.00 31538 1.41 0.0 0.00 0.27 0.00 0.0 0.27 840.00 0.00 31506 1.41 0.0 0.00 0.27 0.00 0.0 0.27 842.00 0.00 31474 1.41 0.0 0.00 0.27 0.00 0.0 0.27 844.00 0.00 31441 1.40 0.0 0.00 0.27 0.00 0.0 0.27 846.00 0.00 31409 1.40 0.0 0.00 0.27 0.00 0.0 0.27 848.00 0.00 31377 1.40 0.0 0.00 0.27 0.00 0.0 0.27 850.00 0.00 31345 1.40 0.0 0.00 0.27 0.00 0.0 0.27 852.00 0.00 31314 1.40 0.0 0.00 0.27 0.00 0.0 0.27 854.00 0.00 31282 1.40 0.0 0.00 0.27 0.00 0.0 0.27 856.00 0.00 31250 1.40 0.0 0.00 0.27 0.00 0.0 0.27 858.00 0.00 31218 1.40 0.0 0.00 0.27 0.00 0.0 0.27 860.00 0.00 31186 1.39 0.0 0.00 0.27 0.00 0.0 0.27 862.00 0.00 31154 1.39 0.0 0.00 0.27 0.00 0.0 0.27 864.00 0.00 31122 1.39 0.0 0.00 0.27 0.00 0.0 0.27 866.00 0.00 31090 1.39 0.0 0.00 0.27 0.00 0.0 0.27 868.00 0.00 31058 1.39 0.0 0.00 0.27 0.00 0.0 0.27 870.00 0.00 31026 1.39 0.0 0.00 0.27 0.00 0.0 0.27 872.00 0.00 30995 1.39 0.0 0.00 0.26 0.00 0.0 0.26 874.00 0.00 30963 1.39 0.0 0.00 0.26 0.00 0.0 0.26 876.00 0.00 30931 1.38 0.0 0.00 0.26 0.00 0.0 0.26 878.00 0.00 30899 1.38 0.0 0.00 0.26 0.00 0.0 0.26 880.00 0.00 30868 1.38 0.0 0.00 0.26 0.00 0.0 0.26 882.00 0.00 30836 1.38 0.0 0.00 0.26 0.00 0.0 0.26 884.00 0.00 30804 1.38 0.0 0.00 0.26 0.00 0.0 0.26 886.00 0.00 30772 1.38 0.0 0.00 0.26 0.00 0.0 0.26 888.00 0.00 30741 1.38 0.0 0.00 0.26 0.00 0.0 0.26 890.00 0.00 30709 1.38 0.0 0.00 0.26 0.00 0.0 0.26 892.00 0.00 30677 1.37 0.0 0.00 0.26 0.00 0.0 0.26 894.00 0.00 30646 1.37 0.0 0.00 0.26 0.00 0.0 0.26 896.00 0.00 30614 1.37 0.0 0.00 0.26 0.00 0.0 0.26 898.00 0.00 30583 1.37 0.0 0.00 0.26 0.00 0.0 0.26 900.00 0.00 30551 1.37 0.0 0.00 0.26 0.00 0.0 0.26 902.00 0.00 30519 1.37 0.0 0.00 0.26 0.00 0.0 0.26 904.00 0.00 30488 1.37 0.0 0.00 0.26 0.00 0.0 0.26 906.00 0.00 30456 1.36 0.0 0.00 0.26 0.00 0.0 0.26 908.00 0.00 30425 1.36 0.0 0.00 0.26 0.00 0.0 0.26 910.00 0.00 30393 1.36 0.0 0.00 0.26 0.00 0.0 0.26 912.00 0.00 30362 1.36 0.0 0.00 0.26 0.00 0.0 0.26 printed: 7/19/2018 1:20 PM Page 18 of 20 914.00 0.00 30330 1.36 0.0 0.00 0.26 0.00 0.0 0.26 916.00 0.00 30299 1.36 0.0 0.00 0.26 0.00 0.0 0.26 918.00 0.00 30268 1.36 0.0 0.00 0.26 0.00 0.0 0.26 920.00 0.00 30236 1.36 0.0 0.00 0.26 0.00 0.0 0.26 922.00 0.00 30205 1.35 0.0 0.00 0.26 0.00 0.0 0.26 924.00 0.00 30173 1.35 0.0 0.00 0.26 0.00 0.0 0.26 926.00 0.00 30142 1.35 0.0 0.00 0.26 0.00 0.0 0.26 928.00 0.00 30111 1.35 0.0 0.00 0.26 0.00 0.0 0.26 930.00 0.00 30079 1.35 0.0 0.00 0.26 0.00 0.0 0.26 932.00 0.00 30048 1.35 0.0 0.00 0.26 0.00 0.0 0.26 934.00 0.00 30017 1.35 0.0 0.00 0.26 0.00 0.0 0.26 936.00 0.00 29985 1.35 0.0 0.00 0.26 0.00 0.0 0.26 938.00 0.00 29954 1.34 0.0 0.00 0.26 0.00 0.0 0.26 940.00 0.00 29923 1.34 0.0 0.00 0.26 0.00 0.0 0.26 942.00 0.00 29892 1.34 0.0 0.00 0.26 0.00 0.0 0.26 944.00 0.00 29860 1.34 0.0 0.00 0.26 0.00 0.0 0.26 946.00 0.00 29829 1.34 0.0 0.00 0.26 0.00 0.0 0.26 948.00 0.00 29798 1.34 0.0 0.00 0.26 0.00 0.0 0.26 950.00 0.00 29767 1.34 0.0 0.00 0.26 0.00 0.0 0.26 952.00 0.00 29736 1.34 0.0 0.00 0.26 0.00 0.0 0.26 954.00 0.00 29704 1.33 0.0 0.00 0.26 0.00 0.0 0.26 956.00 0.00 29673 1.33 0.0 0.00 0.26 0.00 0.0 0.26 958.00 0.00 29642 1.33 0.0 0.00 0.26 0.00 0.0 0.26 960.00 0.00 29611 1.33 0.0 0.00 0.26 0.00 0.0 0.26 962.00 0.00 29580 1.33 0.0 0.00 0.26 0.00 0.0 0.26 964.00 0.00 29549 1.33 0.0 0.00 0.26 0.00 0.0 0.26 966.00 0.00 29518 1.33 0.0 0.00 0.26 0.00 0.0 0.26 968.00 0.00 29487 1.33 0.0 0.00 0.26 0.00 0.0 0.26 970.00 0.00 29456 1.32 0.0 0.00 0.26 0.00 0.0 0.26 972.00 0.00 29425 1.32 0.0 0.00 0.26 0.00 0.0 0.26 974.00 0.00 29394 1.32 0.0 0.00 0.26 0.00 0.0 0.26 976.00 0.00 29363 1.32 0.0 0.00 0.26 0.00 0.0 0.26 978.00 0.00 29332 1.32 0.0 0.00 0.26 0.00 0.0 0.26 980.00 0.00 29301 1.32 0.0 0.00 0.26 0.00 0.0 0.26 982.00 0.00 29270 1.32 0.0 0.00 0.26 0.00 0.0 0.26 984.00 0.00 29239 1.32 0.0 0.00 0.26 0.00 0.0 0.26 986.00 0.00 29208 1.31 0.0 0.00 0.26 0.00 0.0 0.26 988.00 0.00 29177 1.31 0.0 0.00 0.26 0.00 0.0 0.26 990.00 0.00 29147 1.31 0.0 0.00 0.26 0.00 0.0 0.26 992.00 0.00 29116 1.31 0.0 0.00 0.26 0.00 0.0 0.26 994.00 0.00 29085 1.31 0.0 0.00 0.26 0.00 0.0 0.26 996.00 0.00 29054 1.31 0.0 0.00 0.26 0.00 0.0 0.26 998.00 0.00 29023 1.31 0.0 0.00 0.26 0.00 0.0 0.26 1000.00 0.00 28993 1.31 0.0 0.00 0.26 0.00 0.0 0.26 1002.00 0.00 28962 1.30 0.0 0.00 0.26 0.00 0.0 0.26 1004.00 0.00 28931 1.30 0.0 0.00 0.26 0.00 0.0 0.26 1006.00 0.00 28900 1.30 0.0 0.00 0.26 0.00 0.0 0.26 1008.00 0.00 28870 1.30 0.0 0.00 0.26 0.00 0.0 0.26 1010.00 0.00 28839 1.30 0.0 0.00 0.26 0.00 0.0 0.26 1012.00 0.00 28808 1.30 0.0 0.00 0.26 0.00 0.0 0.26 1014.00 0.00 28778 1.30 0.0 0.00 0.26 0.00 0.0 0.26 1016.00 0.00 28747 1.30 0.0 0.00 0.26 0.00 0.0 0.26 1018.00 0.00 28716 1.29 0.0 0.00 0.26 0.00 0.0 0.26 1020.00 0.00 28686 1.29 0.0 0.00 0.25 0.00 0.0 0.25 1022.00 0.00 28655 1.29 0.0 0.00 0.25 0.00 0.0 0.25 1024.00 0.00 28625 1.29 0.0 0.00 0.25 0.00 0.0 0.25 1026.00 0.00 28594 1.29 0.0 0.00 0.25 0.00 0.0 0.25 1028.00 0.00 28563 1.29 0.0 0.00 0.25 0.00 0.0 0.25 1030.00 0.00 28533 1.29 0.0 0.00 0.25 0.00 0.0 0.25 1032.00 0.00 28502 1.29 0.0 0.00 0.25 0.00 0.0 0.25 1034.00 0.00 28472 1.28 0.0 0.00 0.25 0.00 0.0 0.25 1036.00 0.00 28441 1.28 0.0 0.00 0.25 0.00 0.0 0.25 1038.00 0.00 28411 1.28 0.0 0.00 0.25 0.00 0.0 0.25 1040.00 0.00 28381 1.28 0.0 0.00 0.25 0.00 0.0 0.25 1042.00 0.00 28350 1.28 0.0 0.00 0.25 0.00 0.0 0.25 1044.00 0.00 28320 1.28 0.0 0.00 0.25 0.00 0.0 0.25 printed: 7/19/2018 1:20 PM Page 19 of 20 1046.00 0.00 28289 1.28 0.0 0.00 0.25 0.00 0.0 0.25 1048.00 0.00 28259 1.28 0.0 0.00 0.25 0.00 0.0 0.25 1050.00 0.00 28229 1.27 0.0 0.00 0.25 0.00 0.0 0.25 1052.00 0.00 28198 1.27 0.0 0.00 0.25 0.00 0.0 0.25 1054.00 0.00 28168 1.27 0.0 0.00 0.25 0.00 0.0 0.25 1056.00 0.00 28138 1.27 0.0 0.00 0.25 0.00 0.0 0.25 1058.00 0.00 28107 1.27 0.0 0.00 0.25 0.00 0.0 0.25 printed: 7/19/2018 1:20 PM Page 20 of 20 1350-Brightwater Pond 1 Storm Water Control SCS curve number Hydraulic Soil Group: C Area SCS CN Building (sf) 98 Pavement (sf) 274,428 98 Open space (sf) 117,612 74 Offsite -open space (sf) 74 Offsite -impervious (sf) 98 Total (sf) 392040 91 Total (ac) 9.00 117,612 Rational Coefficient Predevelopment Area C Impervious (sf) 0.95 Open space (sf) 392,040 0.30 Total (ac) 392040 0.30 Total (ac) 9.00 Postdevelopment Area C Building (sf) 0.95 Pavement (sf) 274,428 0.95 Open space (sf) 117,612 0.30 Offsite -open space (sf) 0.30 Offsite -impervious (sf) 0.95 Total (ac) 392040 0.76 Total (ac) 9.00 1350 Runoff coefficient calcs.xls Printed 7/19/2018 Brightwater Pond #1 Required Storm Volume Wet Pond Drainage Area: 9.0 acres Impervious Area: 274,428 sf (6.30 ac) % Impervious: 70% 1 inch Storm Event: Rv = 0.05+0.009 1 Rv = runoff coefficient 1= percent impervious Rv=0.05+0.009*70% = 0.68 For volume that must be controlled: Volume=3,630*Rd*Rv*A Volume = 3,630*(1 inch)*(0.68)*9.0 acres = 22,216 cf SA/DA ratio is 2.51 for a depth of 3 feet Required surface area = 9.0 ac * (0.0251) = 0.2259 ac or 9,840 sf Surface area provided = 20,019 sf 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 On time, every time. I www.4Dsitesolutions.com Brightwater Pond #2 Antiflotation Calculation Input Data Safety Factor: 1.50 Top Width of Riser (ft) 3.00 Top Length of Riser (ft) 4.00 Thickness of Riser (ft) 0.50 Thickness of Bottom of Riser (ft) 0.50 Top of Riser (ft) 160.35 Invert of Riser (ft) 157.00 Volume of Riser (cf) 26.10 Unit Weight Of Concrete (lb/cf) 150.00 Unit Weight of Water (lb/cf) 62.40 Block Height (ft) 0.00 Block Width (ft) 0.00 Block Length (ft) 0.00 Output Fw (Uplift Force, lb) 2508.48 Fc (Weight of Concrete,lb) 3915.00 Design Volume (cf) 26.10 Design Safety Factor 1.56 Volume OK 1350 POND 2 Antiflotation.xls 7/19/2018 Brightwater Pond 2 Drawdown Time Temporary storage volume = Orifice #ldiameter = Area of orifice = Orifice #2 diameter = Area of orifice = Orifice Coefficient (Cd) _ Orifice elevation= Water elevation= Driving head (H) _ Discharge (Q) _ Drawdown time = 15,873 cf 2 in 1 0.0218 sf 0 in 0 0.0000 sf 0.60 158.00 ft 159.46 ft 0.49 ft 0.0733 cfs 216574 s 60.2 hr 2_5 days 1350 Pond 2 Drawdown.xlsx Printed 7/19/2018 DESIGN REQUIREMENTS: A. Contain the 1 inch storm Drainage Area, (DA) = 4.35 acres Intensity, (I) = 0.13 inches/hr Composite Runoff Coefficient, (C) => 0.30 Maximum Release Rate, (Ql) => 0.17 cfs Drainage Area, (DA) = 4.35 acres Intensity, (I) = 0.13 inches/hr Composite Runoff Coefficient, (C) => 0.76 Peak Release Rate, (Ql) => 0.43 cfs Contour Contour Incr. Accum. Stage Elev. Area Storage Storage (S) (Z) (ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est 157.0 - - - - 157.0 9,018 0 0 0.00 -0.80 -9.21 0.00 157.5 10,506 4,881 4,881 0.50 8.49 -0.69 0.49 158.0 11,271 5,444 10,326 1.00 9.24 0.00 0.98 158.5 12,050 5,830 16,156 1.50 9.69 0.41 1.47 159.0 12,843 6,223 22,379 2.00 10.02 0.69 1.98 159.5 13,651 6,624 29,003 2.50 10.28 0.92 2.51 160.0 14,472 7,031 36,033 3.00 10.49 1.10 3.06 160.5 15,308 7,445 43,478 3.50 10.68 1.25 3.64 Regression Output: b= 1.09 (X Variable Coeff) Ks= 10,599 (ey-'nte`Cept) Stage - Storage Equation is of the form: S = (Ks)(Z)b printed: 7/19/2018 1:24 PM Page 1 of 20 Barrel Number of Barrels = Dia. of Barrel = Area of Barrel, (Ab) _ Pipe Length, (L) _ Friction Coeff, (Kp) _ Inv. of Barrel = Riser Elev. of Riser Crest = Rectangular Length Weir= M 24 inches Total Weir Length= Area of Riser = Orifice in Riser Dia. of Orifice = Number of Orifices = Area of Orifice, (Ab) _ Orifice Coefficient (Cd) _ Inv. of Orifice = Length of weir-- Top eir=Top of weir-- Weir eir=Weir Coefficient (Cw)= Width of Spillway (Approx.) _ Weir Coefficient = Crest Elevation = Maximum Release Rate, (Ql) _ Release Rate, (Qi) _ Normal Water Surface Elev. _ Water Surface Elev. @ Outlet (Ql) _ Width Weir= 1 18 inches 1.77 sf 72.3 feet 0.01550 157.00 feet 160.35 feet 36 inches 10.00 feet 6.00 sq. ft. 2.00 inches 1 0.02 sf 0.60 157.00 feet 1.30 feet 158.50 feet 3.00 20 feet 3.3 160.50 feet 0.170 cfs 0.123 cfs 157.00 feet printed: 7/19/2018 1:24 PM 158.45 feet Page 2 of 20 Peak Inflow, (Qp) _> 0.43 cfs Time to Peak Calculation: CN= 88 P= 2.91 in. Q*= 1.74 in. (depth of runoff) Vol= 27,450 cf (vol. of runoff) Time to Peak, (Tp) _> 765.8 minutes (SCS TR -55) t//t /Q Ou t 4 min cfs 0.00 0.000 0 0.00 0.01 0.000 10 0.00 0.03 0.002 20 0.00 0.04 0.004 30 0.00 0.05 0.007 40 0.00 0.07 0.010 50 0.00 0.08 0.015 60 0.01 0.09 0.020 70 0.01 0.10 0.027 80 0.01 0.12 0.034 90 0.01 0.13 0.041 100 0.02 0.14 0.050 110 0.02 0.16 0.059 120 0.03 0.17 0.069 130 0.03 0.18 0.080 140 0.03 0.20 0.092 150 0.04 0.21 0.104 160 0.04 0.22 0.117 170 0.05 0.24 0.130 180 0.06 0.25 0.144 190 0.06 0.26 0.159 200 0.07 0.27 0.174 210 0.07 0.29 0.190 220 0.08 0.30 0.207 230 0.09 0.31 0.223 240 0.10 S= 1.36 in. printed: 7/19/2018 1:24 PM Page 3 of 20 0.33 0.241 250 0.10 0.34 0.258 260 0.11 0.35 0.277 270 0.12 0.37 0.295 280 0.13 0.38 0.314 290 0.13 0.39 0.333 300 0.14 0.40 0.353 310 0.15 0.42 0.372 320 0.16 0.43 0.392 330 0.17 0.44 0.412 340 0.18 0.46 0.433 350 0.19 0.47 0.453 360 0.19 0.48 0.474 370 0.20 0.50 0.494 380 0.21 0.51 0.515 390 0.22 0.52 0.535 400 0.23 0.54 0.555 410 0.24 0.55 0.576 420 0.25 0.56 0.596 430 0.26 0.57 0.616 440 0.26 0.59 0.636 450 0.27 0.60 0.655 460 0.28 0.61 0.675 470 0.29 0.63 0.694 480 0.30 0.64 0.713 490 0.31 0.65 0.731 500 0.31 0.67 0.749 510 0.32 0.68 0.767 520 0.33 0.69 0.784 530 0.34 0.71 0.800 540 0.34 0.72 0.816 550 0.35 0.73 0.832 560 0.36 0.74 0.847 570 0.36 0.76 0.862 580 0.37 0.77 0.875 590 0.38 0.78 0.889 600 0.38 0.80 0.901 610 0.39 0.81 0.913 620 0.39 0.82 0.924 630 0.40 0.84 0.935 640 0.40 0.85 0.945 650 0.41 0.86 0.954 660 0.41 0.87 0.962 670 0.41 0.89 0.969 680 0.42 0.90 0.976 690 0.42 0.91 0.982 700 0.42 0.93 0.987 710 0.42 0.94 0.991 720 0.43 0.95 0.995 730 0.43 0.97 0.997 740 0.43 0.98 0.999 750 0.43 0.99 1.000 760 0.43 1.01 1.000 770 0.43 1.02 0.999 780 0.43 1.03 0.998 790 0.43 1.04 0.995 800 0.43 1.06 0.992 810 0.43 1.07 0.988 820 0.42 1.08 0.983 830 0.42 1.10 0.977 840 0.42 1.11 0.970 850 0.42 1.12 0.963 860 0.41 1.14 0.955 870 0.41 1.15 0.946 880 0.41 1.16 0.937 890 0.40 1.18 0.926 900 0.40 printed: 7/19/2018 1:24 PM Page 4 of 20 1.19 0.915 910 0.39 1.20 0.903 920 0.39 1.21 0.891 930 0.38 1.23 0.878 940 0.38 1.24 0.864 950 0.37 1.25 0.851 960 0.37 1.27 0.836 970 0.36 1.28 0.822 980 0.35 1.29 0.808 990 0.35 1.31 0.795 1000 0.34 1.32 0.781 1010 0.34 1.33 0.768 1020 0.33 1.34 0.755 1030 0.32 1.36 0.743 1040 0.32 1.37 0.730 1050 0.31 1.38 0.718 1060 0.31 1.40 0.706 1070 0.30 1.41 0.694 1080 0.30 1.42 0.682 1090 0.29 1.44 0.671 1100 0.29 1.45 0.659 1110 0.28 1.46 0.648 1120 0.28 1.48 0.637 1130 0.27 1.49 0.627 1140 0.27 1.50 0.616 1150 0.26 1.51 0.606 1160 0.26 1.53 0.596 1170 0.26 1.54 0.586 1180 0.25 1.55 0.576 1190 0.25 1.57 0.566 1200 0.24 1.58 0.556 1210 0.24 1.59 0.547 1220 0.24 1.61 0.538 1230 0.23 1.62 0.529 1240 0.23 1.63 0.520 1250 0.22 1.65 0.511 1260 0.22 1.66 0.503 1270 0.22 1.67 0.494 1280 0.21 1.68 0.486 1290 0.21 1.70 0.478 1300 0.21 1.71 0.470 1310 0.20 1.72 0.462 1320 0.20 1.74 0.454 1330 0.20 1.75 0.446 1340 0.19 1.76 0.439 1350 0.19 1.78 0.431 1360 0.19 1.79 0.424 1370 0.18 1.80 0.417 1380 0.18 1.82 0.410 1390 0.18 1.83 0.403 1400 0.17 printed: 7/19/2018 1:24 PM Page 5 of 20 1.84 0.396 1410 0.17 1.85 0.390 1420 0.17 1.87 0.383 1430 0.16 1.88 0.377 1440 0.16 1.89 0.370 1450 0.16 1.91 0.364 1460 0.16 1.92 0.358 1470 0.15 1.93 0.352 1480 0.15 1.95 0.346 1490 0.15 1.96 0.340 1500 0.15 1.97 0.334 1510 0.14 1.98 0.329 1520 0.14 2.00 0.323 1530 0.14 2.01 0.318 1540 0.14 2.02 0.312 1550 0.13 2.04 0.307 1560 0.13 2.05 0.302 1570 0.13 2.06 0.297 1580 0.13 2.08 0.292 1590 0.13 2.09 0.287 1600 0.12 2.10 0.282 1610 0.12 2.12 0.277 1620 0.12 2.13 0.273 1630 0.12 2.14 0.268 1640 0.12 2.15 0.264 1650 0.11 2.17 0.259 1660 0.11 2.18 0.255 1670 0.11 2.19 0.251 1680 0.11 2.21 0.246 1690 0.11 2.22 0.242 1700 0.10 2.23 0.238 1710 0.10 2.25 0.234 1720 0.10 2.26 0.230 1730 0.10 2.27 0.226 1740 0.10 2.29 0.223 1750 0.10 2.30 0.219 1760 0.09 2.31 0.215 1770 0.09 2.32 0.211 1780 0.09 2.34 0.208 1790 0.09 2.35 0.204 1800 0.09 2.36 0.201 1810 0.09 2.38 0.198 1820 0.08 2.39 0.194 1830 0.08 2.40 0.191 1840 0.08 2.42 0.188 1850 0.08 2.43 0.185 1860 0.08 2.44 0.182 1870 0.08 2.45 0.178 1880 0.08 2.47 0.175 1890 0.08 2.48 0.172 1900 0.07 2.49 0.170 1910 0.07 2.51 0.167 1920 0.07 2.52 0.164 1930 0.07 2.53 0.161 1940 0.07 2.55 0.158 1950 0.07 2.56 0.156 1960 0.07 2.57 0.153 1970 0.07 2.59 0.151 1980 0.06 2.60 0.148 1990 0.06 2.61 0.146 2000 0.06 2.62 0.143 2010 0.06 2.64 0.141 2020 0.06 2.65 0.138 2030 0.06 2.66 0.136 2040 0.06 2.68 0.134 2050 0.06 2.69 0.131 2060 0.06 printed: 7/19/2018 1:24 PM Page 6 of 20 2.70 0.129 2070 0.06 2.72 0.127 2080 0.05 2.73 0.125 2090 0.05 2.74 0.123 2100 0.05 2.76 0.121 2110 0.05 2.77 0.119 2120 0.05 2.78 0.117 2130 0.05 2.79 0.115 2140 0.05 2.81 0.113 2150 0.05 2.82 0.111 2160 0.05 2.83 0.109 2170 0.05 2.85 0.107 2180 0.05 2.86 0.105 2190 0.05 2.87 0.104 2200 0.04 2.89 0.102 2210 0.04 2.90 0.100 2220 0.04 2.91 0.099 2230 0.04 2.92 0.097 2240 0.04 2.94 0.095 2250 0.04 2.95 0.094 2260 0.04 2.96 0.092 2270 0.04 2.98 0.090 2280 0.04 2.99 0.089 2290 0.04 3.00 0.087 2300 0.04 3.02 0.086 2310 0.04 3.03 0.085 2320 0.04 3.04 0.083 2330 0.04 3.06 0.082 2340 0.04 3.07 0.080 2350 0.03 3.08 0.079 2360 0.03 3.09 0.078 2370 0.03 3.11 0.076 2380 0.03 3.12 0.075 2390 0.03 3.13 0.074 2400 0.03 3.15 0.073 2410 0.03 3.16 0.071 2420 0.03 3.17 0.070 2430 0.03 3.19 0.069 2440 0.03 3.20 0.068 2450 0.03 3.21 0.067 2460 0.03 3.23 0.066 2470 0.03 3.24 0.064 2480 0.03 3.25 0.063 2490 0.03 3.26 0.062 2500 0.03 3.28 0.061 2510 0.03 3.29 0.060 2520 0.03 3.30 0.059 2530 0.03 3.32 0.058 2540 0.03 3.33 0.057 2550 0.02 3.34 0.056 2560 0.02 3.36 0.055 2570 0.02 3.37 0.054 2580 0.02 3.38 0.053 2590 0.02 3.39 0.053 2600 0.02 3.41 0.052 2610 0.02 3.42 0.051 2620 0.02 3.43 0.050 2630 0.02 3.45 0.049 2640 0.02 3.46 0.048 2650 0.02 3.47 0.047 2660 0.02 3.49 0.047 2670 0.02 3.50 0.046 2680 0.02 3.51 0.045 2690 0.02 3.53 0.044 2700 0.02 3.54 0.044 2710 0.02 3.55 0.043 2720 0.02 printed: 7/19/2018 1:24 PM Page 7 of 20 3.56 0.042 2730 0.02 3.58 0.041 2740 0.02 3.59 0.041 2750 0.02 3.60 0.040 2760 0.02 3.62 0.039 2770 0.02 3.63 0.039 2780 0.02 3.64 0.038 2790 0.02 3.66 0.037 2800 0.02 3.67 0.037 2810 0.02 3.68 0.036 2820 0.02 3.70 0.036 2830 0.02 3.71 0.035 2840 0.02 3.72 0.034 2850 0.01 3.73 0.034 2860 0.01 3.75 0.033 2870 0.01 3.76 0.033 2880 0.01 3.77 0.032 2890 0.01 3.79 0.032 2900 0.01 3.80 0.031 2910 0.01 3.81 0.031 2920 0.01 3.83 0.030 2930 0.01 3.84 0.030 2940 0.01 3.85 0.029 2950 0.01 3.87 0.029 2960 0.01 3.88 0.028 2970 0.01 3.89 0.028 2980 0.01 3.90 0.027 2990 0.01 3.92 0.027 3000 0.01 3.93 0.026 3010 0.01 3.94 0.026 3020 0.01 3.96 0.025 3030 0.01 3.97 0.025 3040 0.01 3.98 0.024 3050 0.01 4.00 0.024 3060 0.01 4.01 0.024 3070 0.01 4.02 0.023 3080 0.01 4.03 0.023 3090 0.01 4.05 0.022 3100 0.01 4.06 0.022 3110 0.01 4.07 0.022 3120 0.01 4.09 0.021 3130 0.01 4.10 0.021 3140 0.01 4.11 0.021 3150 0.01 4.13 0.020 3160 0.01 4.14 0.020 3170 0.01 4.15 0.020 3180 0.01 4.17 0.019 3190 0.01 4.18 0.019 3200 0.01 4.19 0.019 3210 0.01 4.20 0.018 3220 0.01 4.22 0.018 3230 0.01 4.23 0.018 3240 0.01 4.24 0.017 3250 0.01 4.26 0.017 3260 0.01 4.27 0.017 3270 0.01 4.28 0.017 3280 0.01 4.30 0.016 3290 0.01 4.31 0.016 3300 0.01 4.32 0.016 3310 0.01 4.34 0.015 3320 0.01 4.35 0.015 3330 0.01 4.36 0.015 3340 0.01 4.37 0.015 3350 0.01 4.39 0.014 3360 0.01 4.40 0.014 3370 0.01 4.41 0.014 3380 0.01 printed: 7/19/2018 1:24 PM Page 8 of 20 4.43 0.014 3390 0.01 4.44 0.014 3400 0.01 4.45 0.013 3410 0.01 4.47 0.013 3420 0.01 4.48 0.013 3430 0.01 4.49 0.013 3440 0.01 4.50 0.012 3450 0.01 4.52 0.012 3460 0.01 4.53 0.012 3470 0.01 4.54 0.012 3480 0.01 4.56 0.012 3490 0.00 4.57 0.011 3500 0.00 4.58 0.011 3510 0.00 4.60 0.011 3520 0.00 4.61 0.011 3530 0.00 4.62 0.011 3540 0.00 4.64 0.010 3550 0.00 4.65 0.010 3560 0.00 4.66 0.010 3570 0.00 4.67 0.010 3580 0.00 4.69 0.010 3590 0.00 4.70 0.010 3600 0.00 4.71 0.009 3610 0.00 4.73 0.009 3620 0.00 4.74 0.009 3630 0.00 4.75 0.009 3640 0.00 4.77 0.009 3650 0.00 4.78 0.009 3660 0.00 4.79 0.009 3670 0.00 4.81 0.008 3680 0.00 4.82 0.008 3690 0.00 4.83 0.008 3700 0.00 4.84 0.008 3710 0.00 4.86 0.008 3720 0.00 4.87 0.008 3730 0.00 4.88 0.008 3740 0.00 4.90 0.007 3750 0.00 4.91 0.007 3760 0.00 4.92 0.007 3770 0.00 4.94 0.007 3780 0.00 4.95 0.007 3790 0.00 4.96 0.007 3800 0.00 4.97 0.007 3810 0.00 4.99 0.007 3820 0.00 5.00 0.007 3830 0.00 5.01 0.006 3840 0.00 5.03 0.006 3850 0.00 5.04 0.006 3860 0.00 5.05 0.006 3870 0.00 5.07 0.006 3880 0.00 5.08 0.006 3890 0.00 5.09 0.006 3900 0.00 5.11 0.006 3910 0.00 5.12 0.006 3920 0.00 5.13 0.005 3930 0.00 5.14 0.005 3940 0.00 5.16 0.005 3950 0.00 5.17 0.005 3960 0.00 5.18 0.005 3970 0.00 5.20 0.005 3980 0.00 5.21 0.005 3990 0.00 5.22 0.005 4000 0.00 5.24 0.005 4010 0.00 5.25 0.005 4020 0.00 5.26 0.005 4030 0.00 5.28 0.005 4040 0.00 printed: 7/19/2018 1:24 PM Page 9 of 20 5.29 0.004 4050 0.00 5.30 0.004 4060 0.00 5.31 0.004 4070 0.00 5.33 0.004 4080 0.00 5.34 0.004 4090 0.00 5.35 0.004 4100 0.00 5.37 0.004 4110 0.00 5.38 0.004 4120 0.00 5.39 0.004 4130 0.00 5.41 0.004 4140 0.00 5.42 0.004 4150 0.00 5.43 0.004 4160 0.00 5.45 0.004 4170 0.00 5.46 0.004 4180 0.00 5.47 0.004 4190 0.00 5.48 0.003 4200 0.00 5.50 0.003 4210 0.00 5.51 0.003 4220 0.00 5.52 0.003 4230 0.00 5.54 0.003 4240 0.00 5.55 0.003 4250 0.00 5.56 0.003 4260 0.00 5.58 0.003 4270 0.00 5.59 0.003 4280 0.00 5.60 0.003 4290 0.00 5.61 0.003 4300 0.00 5.63 0.003 4310 0.00 5.64 0.003 4320 0.00 5.65 0.003 4330 0.00 5.67 0.003 4340 0.00 5.68 0.003 4350 0.00 5.69 0.003 4360 0.00 5.71 0.003 4370 0.00 5.72 0.003 4380 0.00 5.73 0.003 4390 0.00 5.75 0.002 4400 0.00 5.76 0.002 4410 0.00 5.77 0.002 4420 0.00 5.78 0.002 4430 0.00 5.80 0.002 4440 0.00 5.81 0.002 4450 0.00 5.82 0.002 4460 0.00 5.84 0.002 4470 0.00 5.85 0.002 4480 0.00 5.86 0.002 4490 0.00 5.88 0.002 4500 0.00 5.89 0.002 4510 0.00 5.90 0.002 4520 0.00 5.92 0.002 4530 0.00 5.93 0.002 4540 0.00 5.94 0.002 4550 0.00 5.95 0.002 4560 0.00 5.97 0.002 4570 0.00 5.98 0.002 4580 0.00 5.99 0.002 4590 0.00 6.01 0.002 4600 0.00 6.02 0.002 4610 0.00 6.03 0.002 4620 0.00 6.05 0.002 4630 0.00 6.06 0.002 4640 0.00 6.07 0.002 4650 0.00 6.08 0.002 4660 0.00 6.10 0.002 4670 0.00 6.11 0.002 4680 0.00 6.12 0.002 4690 0.00 6.14 0.001 4700 0.00 printed: 7/19/2018 1:24 PM Page 10 of 20 6.15 0.001 4710 0.00 6.16 0.001 4720 0.00 6.18 0.001 4730 0.00 6.19 0.001 4740 0.00 6.20 0.001 4750 0.00 6.22 0.001 4760 0.00 6.23 0.001 4770 0.00 6.24 0.001 4780 0.00 6.25 0.001 4790 0.00 6.27 0.001 4800 0.00 6.28 0.001 4810 0.00 6.29 0.001 4820 0.00 6.31 0.001 4830 0.00 6.32 0.001 4840 0.00 6.33 0.001 4850 0.00 6.35 0.001 4860 0.00 6.36 0.001 4870 0.00 6.37 0.001 4880 0.00 6.39 0.001 4890 0.00 6.40 0.001 4900 0.00 6.41 0.001 4910 0.00 6.42 0.001 4920 0.00 6.44 0.001 4930 0.00 6.45 0.001 4940 0.00 6.46 0.001 4950 0.00 6.48 0.001 4960 0.00 6.49 0.001 4970 0.00 6.50 0.001 4980 0.00 6.52 0.001 4990 0.00 6.53 0.001 5000 0.00 6.54 0.001 5010 0.00 6.55 0.001 5020 0.00 6.57 0.001 5030 0.00 6.58 0.001 5040 0.00 6.59 0.001 5050 0.00 6.61 0.001 5060 0.00 6.62 0.001 5070 0.00 6.63 0.001 5080 0.00 6.65 0.001 5090 0.00 6.66 0.001 5100 0.00 6.67 0.001 5110 0.00 6.69 0.001 5120 0.00 6.70 0.001 5130 0.00 6.71 0.001 5140 0.00 6.72 0.001 5150 0.00 6.74 0.001 5160 0.00 6.75 0.001 5170 0.00 6.76 0.001 5180 0.00 6.78 0.001 5190 0.00 6.79 0.001 5200 0.00 6.80 0.001 5210 0.00 6.82 0.001 5220 0.00 6.83 0.001 5230 0.00 6.84 0.001 5240 0.00 6.86 0.001 5250 0.00 6.87 0.001 5260 0.00 6.88 0.001 5270 0.00 6.89 0.001 5280 0.00 6.91 0.001 5290 0.00 printed: 7/19/2018 1:24 PM Page 11 Of 20 printed: 7/19/2018 1:24 PM Page 12 of 20 WEIR ORIFICE 1st 2nd EMERGENCY TOTAL TIME INFLOW STORAGE STAGE RISER RISER ORIFICE NOTCH SPILLWAY OUTFLOW min cfs cif fLtl cfs) (cfs) (cfs) (cfs) (cfs) (cfs 0.00 0.00 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 10.00 0.00 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 20.00 0.00 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 30.00 0.00 1 0.00 0.0 0.00 0.00 0.00 0.0 0.00 40.00 0.00 2 0.00 0.0 0.00 0.00 0.00 0.0 0.00 50.00 0.00 3 0.00 0.0 0.00 0.00 0.00 0.0 0.00 60.00 0.01 6 0.00 0.0 0.00 0.00 0.00 0.0 0.00 70.00 0.01 10 0.00 0.0 0.00 0.00 0.00 0.0 0.00 80.00 0.01 15 0.00 0.0 0.00 0.00 0.00 0.0 0.00 90.00 0.01 22 0.00 0.0 0.00 0.00 0.00 0.0 0.00 100.00 0.02 31 0.00 0.0 0.00 0.00 0.00 0.0 0.00 110.00 0.02 41 0.01 0.0 0.00 0.00 0.00 0.0 0.00 120.00 0.03 54 0.01 0.0 0.00 0.00 0.00 0.0 0.00 130.00 0.03 69 0.01 0.0 0.00 0.00 0.00 0.0 0.00 140.00 0.03 87 0.01 0.0 0.00 0.00 0.00 0.0 0.00 150.00 0.04 107 0.01 0.0 0.00 0.00 0.00 0.0 0.00 160.00 0.04 130 0.02 0.0 0.00 0.00 0.00 0.0 0.00 170.00 0.05 156 0.02 0.0 0.00 0.00 0.00 0.0 0.00 180.00 0.06 186 0.02 0.0 0.00 0.00 0.00 0.0 0.00 190.00 0.06 218 0.03 0.0 0.00 0.00 0.00 0.0 0.00 200.00 0.07 254 0.03 0.0 0.00 0.00 0.00 0.0 0.00 210.00 0.07 294 0.04 0.0 0.00 0.00 0.00 0.0 0.00 220.00 0.08 337 0.04 0.0 0.00 0.00 0.00 0.0 0.00 230.00 0.09 383 0.05 0.0 0.00 0.00 0.00 0.0 0.00 240.00 0.10 434 0.05 0.0 0.00 0.01 0.00 0.0 0.01 250.00 0.10 488 0.06 0.0 0.00 0.01 0.00 0.0 0.01 260.00 0.11 546 0.07 0.0 0.00 0.01 0.00 0.0 0.01 270.00 0.12 608 0.07 0.0 0.00 0.01 0.00 0.0 0.01 280.00 0.13 674 0.08 0.0 0.00 0.01 0.00 0.0 0.01 290.00 0.13 744 0.09 0.0 0.00 0.01 0.00 0.0 0.01 300.00 0.14 818 0.10 0.0 0.00 0.01 0.00 0.0 0.01 310.00 0.15 896 0.10 0.0 0.00 0.02 0.00 0.0 0.02 320.00 0.16 978 0.11 0.0 0.00 0.02 0.00 0.0 0.02 330.00 0.17 1064 0.12 0.0 0.00 0.02 0.00 0.0 0.02 340.00 0.18 1154 0.13 0.0 0.00 0.02 0.00 0.0 0.02 350.00 0.19 1247 0.14 0.0 0.00 0.02 0.00 0.0 0.02 360.00 0.19 1344 0.15 0.0 0.00 0.03 0.00 0.0 0.03 370.00 0.20 1446 0.16 0.0 0.00 0.03 0.00 0.0 0.03 380.00 0.21 1550 0.17 0.0 0.00 0.03 0.00 0.0 0.03 390.00 0.22 1659 0.18 0.0 0.00 0.03 0.00 0.0 0.03 400.00 0.23 1772 0.19 0.0 0.00 0.04 0.00 0.0 0.04 410.00 0.24 1889 0.21 0.0 0.00 0.04 0.00 0.0 0.04 420.00 0.25 2010 0.22 0.0 0.00 0.04 0.00 0.0 0.04 430.00 0.26 2135 0.23 0.0 0.00 0.04 0.00 0.0 0.04 440.00 0.26 2265 0.24 0.0 0.00 0.04 0.00 0.0 0.04 450.00 0.27 2398 0.26 0.0 0.00 0.04 0.00 0.0 0.04 460.00 0.28 2536 0.27 0.0 0.00 0.05 0.00 0.0 0.05 470.00 0.29 2678 0.28 0.0 0.00 0.05 0.00 0.0 0.05 480.00 0.30 2824 0.30 0.0 0.00 0.05 0.00 0.0 0.05 490.00 0.31 2973 0.31 0.0 0.00 0.05 0.00 0.0 0.05 500.00 0.31 3127 0.33 0.0 0.00 0.05 0.00 0.0 0.05 510.00 0.32 3284 0.34 0.0 0.00 0.05 0.00 0.0 0.05 520.00 0.33 3446 0.36 0.0 0.00 0.05 0.00 0.0 0.05 530.00 0.34 3610 0.37 0.0 0.00 0.06 0.00 0.0 0.06 540.00 0.34 3778 0.39 0.0 0.00 0.06 0.00 0.0 0.06 550.00 0.35 3950 0.41 0.0 0.00 0.06 0.00 0.0 0.06 560.00 0.36 4125 0.42 0.0 0.00 0.06 0.00 0.0 0.06 570.00 0.36 4303 0.44 0.0 0.00 0.06 0.00 0.0 0.06 580.00 0.37 4484 0.46 0.0 0.00 0.06 0.00 0.0 0.06 590.00 0.38 4668 0.47 0.0 0.00 0.07 0.00 0.0 0.07 600.00 0.38 4854 0.49 0.0 0.00 0.07 0.00 0.0 0.07 printed: 7/19/2018 1:24 PM Page 12 of 20 610.00 0.39 5043 0.51 0.0 0.00 0.07 0.00 0.0 0.07 620.00 0.39 5235 0.52 0.0 0.00 0.07 0.00 0.0 0.07 630.00 0.40 5428 0.54 0.0 0.00 0.07 0.00 0.0 0.07 640.00 0.40 5624 0.56 0.0 0.00 0.07 0.00 0.0 0.07 650.00 0.41 5822 0.58 0.0 0.00 0.07 0.00 0.0 0.07 660.00 0.41 6021 0.60 0.0 0.00 0.08 0.00 0.0 0.08 670.00 0.41 6222 0.61 0.0 0.00 0.08 0.00 0.0 0.08 680.00 0.42 6424 0.63 0.0 0.00 0.08 0.00 0.0 0.08 690.00 0.42 6627 0.65 0.0 0.00 0.08 0.00 0.0 0.08 700.00 0.42 6832 0.67 0.0 0.00 0.08 0.00 0.0 0.08 710.00 0.42 7037 0.69 0.0 0.00 0.08 0.00 0.0 0.08 720.00 0.43 7242 0.71 0.0 0.00 0.08 0.00 0.0 0.08 730.00 0.43 7448 0.72 0.0 0.00 0.08 0.00 0.0 0.08 740.00 0.43 7654 0.74 0.0 0.00 0.09 0.00 0.0 0.09 750.00 0.43 7860 0.76 0.0 0.00 0.09 0.00 0.0 0.09 760.00 0.43 8066 0.78 0.0 0.00 0.09 0.00 0.0 0.09 770.00 0.43 8271 0.80 0.0 0.00 0.09 0.00 0.0 0.09 780.00 0.43 8476 0.82 0.0 0.00 0.09 0.00 0.0 0.09 790.00 0.43 8680 0.83 0.0 0.00 0.09 0.00 0.0 0.09 800.00 0.43 8883 0.85 0.0 0.00 0.09 0.00 0.0 0.09 810.00 0.43 9084 0.87 0.0 0.00 0.09 0.00 0.0 0.09 820.00 0.42 9284 0.89 0.0 0.00 0.09 0.00 0.0 0.09 830.00 0.42 9482 0.90 0.0 0.00 0.09 0.00 0.0 0.09 840.00 0.42 9679 0.92 0.0 0.00 0.10 0.00 0.0 0.10 850.00 0.42 9873 0.94 0.0 0.00 0.10 0.00 0.0 0.10 860.00 0.41 10065 0.95 0.0 0.00 0.10 0.00 0.0 0.10 870.00 0.41 10255 0.97 0.0 0.00 0.10 0.00 0.0 0.10 880.00 0.41 10442 0.99 0.0 0.00 0.10 0.00 0.0 0.10 890.00 0.40 10626 1.00 0.0 0.00 0.10 0.00 0.0 0.10 900.00 0.40 10807 1.02 0.0 0.00 0.10 0.00 0.0 0.10 910.00 0.39 10985 1.03 0.0 0.00 0.10 0.00 0.0 0.10 920.00 0.39 11160 1.05 0.0 0.00 0.10 0.00 0.0 0.10 930.00 0.38 11331 1.06 0.0 0.00 0.10 0.00 0.0 0.10 940.00 0.38 11499 1.08 0.0 0.00 0.10 0.00 0.0 0.10 950.00 0.37 11662 1.09 0.0 0.00 0.11 0.00 0.0 0.11 960.00 0.37 11822 1.11 0.0 0.00 0.11 0.00 0.0 0.11 970.00 0.36 11978 1.12 0.0 0.00 0.11 0.00 0.0 0.11 980.00 0.35 12129 1.13 0.0 0.00 0.11 0.00 0.0 0.11 990.00 0.35 12277 1.14 0.0 0.00 0.11 0.00 0.0 0.11 1000.00 0.34 12421 1.16 0.0 0.00 0.11 0.00 0.0 0.11 1010.00 0.34 12560 1.17 0.0 0.00 0.11 0.00 0.0 0.11 1020.00 0.33 12696 1.18 0.0 0.00 0.11 0.00 0.0 0.11 1030.00 0.32 12829 1.19 0.0 0.00 0.11 0.00 0.0 0.11 1040.00 0.32 12957 1.20 0.0 0.00 0.11 0.00 0.0 0.11 1050.00 0.31 13082 1.21 0.0 0.00 0.11 0.00 0.0 0.11 1060.00 0.31 13203 1.22 0.0 0.00 0.11 0.00 0.0 0.11 1070.00 0.30 13321 1.23 0.0 0.00 0.11 0.00 0.0 0.11 1080.00 0.30 13436 1.24 0.0 0.00 0.11 0.00 0.0 0.11 1090.00 0.29 13547 1.25 0.0 0.00 0.11 0.00 0.0 0.11 1100.00 0.29 13655 1.26 0.0 0.00 0.11 0.00 0.0 0.11 1110.00 0.28 13760 1.27 0.0 0.00 0.11 0.00 0.0 0.11 1120.00 0.28 13861 1.28 0.0 0.00 0.11 0.00 0.0 0.11 1130.00 0.27 13960 1.29 0.0 0.00 0.12 0.00 0.0 0.12 1140.00 0.27 14055 1.29 0.0 0.00 0.12 0.00 0.0 0.12 1150.00 0.26 14147 1.30 0.0 0.00 0.12 0.00 0.0 0.12 1160.00 0.26 14237 1.31 0.0 0.00 0.12 0.00 0.0 0.12 1170.00 0.26 14323 1.32 0.0 0.00 0.12 0.00 0.0 0.12 1180.00 0.25 14407 1.32 0.0 0.00 0.12 0.00 0.0 0.12 1190.00 0.25 14488 1.33 0.0 0.00 0.12 0.00 0.0 0.12 1200.00 0.24 14566 1.34 0.0 0.00 0.12 0.00 0.0 0.12 1210.00 0.24 14642 1.34 0.0 0.00 0.12 0.00 0.0 0.12 1220.00 0.24 14714 1.35 0.0 0.00 0.12 0.00 0.0 0.12 1230.00 0.23 14785 1.36 0.0 0.00 0.12 0.00 0.0 0.12 1240.00 0.23 14852 1.36 0.0 0.00 0.12 0.00 0.0 0.12 1250.00 0.22 14918 1.37 0.0 0.00 0.12 0.00 0.0 0.12 1260.00 0.22 14981 1.37 0.0 0.00 0.12 0.00 0.0 0.12 printed: 7/19/2018 1:24 PM Page 13 of 20 1270.00 0.22 15041 1.38 0.0 0.00 0.12 0.00 0.0 0.12 1280.00 0.21 15099 1.38 0.0 0.00 0.12 0.00 0.0 0.12 1290.00 0.21 15155 1.39 0.0 0.00 0.12 0.00 0.0 0.12 1300.00 0.21 15208 1.39 0.0 0.00 0.12 0.00 0.0 0.12 1310.00 0.20 15259 1.40 0.0 0.00 0.12 0.00 0.0 0.12 1320.00 0.20 15308 1.40 0.0 0.00 0.12 0.00 0.0 0.12 1330.00 0.20 15355 1.40 0.0 0.00 0.12 0.00 0.0 0.12 1340.00 0.19 15400 1.41 0.0 0.00 0.12 0.00 0.0 0.12 1350.00 0.19 15443 1.41 0.0 0.00 0.12 0.00 0.0 0.12 1360.00 0.19 15483 1.41 0.0 0.00 0.12 0.00 0.0 0.12 1370.00 0.18 15522 1.42 0.0 0.00 0.12 0.00 0.0 0.12 1380.00 0.18 15559 1.42 0.0 0.00 0.12 0.00 0.0 0.12 1390.00 0.18 15593 1.42 0.0 0.00 0.12 0.00 0.0 0.12 1400.00 0.17 15626 1.43 0.0 0.00 0.12 0.00 0.0 0.12 1410.00 0.17 15657 1.43 0.0 0.00 0.12 0.00 0.0 0.12 1420.00 0.17 15686 1.43 0.0 0.00 0.12 0.00 0.0 0.12 1430.00 0.16 15714 1.43 0.0 0.00 0.12 0.00 0.0 0.12 1440.00 0.16 15740 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1450.00 0.16 15764 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1460.00 0.16 15786 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1470.00 0.15 15806 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1480.00 0.15 15825 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1490.00 0.15 15843 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1500.00 0.15 15859 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1510.00 0.14 15873 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1520.00 0.14 15886 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1530.00 0.14 15897 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1540.00 0.14 15907 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1550.00 0.13 15915 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1560.00 0.13 15922 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1570.00 0.13 15928 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1580.00 0.13 15932 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1590.00 0.13 15935 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1600.00 0.12 15937 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1610.00 0.12 15937 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1620.00 0.12 15936 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1630.00 0.12 15934 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1640.00 0.12 15931 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1650.00 0.11 15926 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1660.00 0.11 15921 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1670.00 0.11 15914 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1680.00 0.11 15906 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1690.00 0.11 15897 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1700.00 0.10 15887 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1710.00 0.10 15876 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1720.00 0.10 15864 1.45 0.0 0.00 0.12 0.00 0.0 0.12 1730.00 0.10 15851 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1740.00 0.10 15837 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1750.00 0.10 15822 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1760.00 0.09 15806 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1770.00 0.09 15789 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1780.00 0.09 15771 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1790.00 0.09 15753 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1800.00 0.09 15733 1.44 0.0 0.00 0.12 0.00 0.0 0.12 1810.00 0.09 15713 1.43 0.0 0.00 0.12 0.00 0.0 0.12 1820.00 0.08 15691 1.43 0.0 0.00 0.12 0.00 0.0 0.12 1830.00 0.08 15669 1.43 0.0 0.00 0.12 0.00 0.0 0.12 1840.00 0.08 15646 1.43 0.0 0.00 0.12 0.00 0.0 0.12 1850.00 0.08 15623 1.43 0.0 0.00 0.12 0.00 0.0 0.12 1860.00 0.08 15598 1.42 0.0 0.00 0.12 0.00 0.0 0.12 1870.00 0.08 15573 1.42 0.0 0.00 0.12 0.00 0.0 0.12 1880.00 0.08 15547 1.42 0.0 0.00 0.12 0.00 0.0 0.12 1890.00 0.08 15520 1.42 0.0 0.00 0.12 0.00 0.0 0.12 1900.00 0.07 15493 1.41 0.0 0.00 0.12 0.00 0.0 0.12 1910.00 0.07 15465 1.41 0.0 0.00 0.12 0.00 0.0 0.12 1920.00 0.07 15436 1.41 0.0 0.00 0.12 0.00 0.0 0.12 printed: 7/19/2018 1:24 PM Page 14 of 20 1930.00 0.07 15406 1.41 0.0 0.00 0.12 0.00 0.0 0.12 1940.00 0.07 15376 1.41 0.0 0.00 0.12 0.00 0.0 0.12 1950.00 0.07 15345 1.40 0.0 0.00 0.12 0.00 0.0 0.12 1960.00 0.07 15314 1.40 0.0 0.00 0.12 0.00 0.0 0.12 1970.00 0.07 15282 1.40 0.0 0.00 0.12 0.00 0.0 0.12 1980.00 0.06 15249 1.39 0.0 0.00 0.12 0.00 0.0 0.12 1990.00 0.06 15216 1.39 0.0 0.00 0.12 0.00 0.0 0.12 2000.00 0.06 15182 1.39 0.0 0.00 0.12 0.00 0.0 0.12 2010.00 0.06 15148 1.39 0.0 0.00 0.12 0.00 0.0 0.12 2020.00 0.06 15113 1.38 0.0 0.00 0.12 0.00 0.0 0.12 2030.00 0.06 15077 1.38 0.0 0.00 0.12 0.00 0.0 0.12 2040.00 0.06 15041 1.38 0.0 0.00 0.12 0.00 0.0 0.12 2050.00 0.06 15005 1.37 0.0 0.00 0.12 0.00 0.0 0.12 2060.00 0.06 14968 1.37 0.0 0.00 0.12 0.00 0.0 0.12 2070.00 0.06 14930 1.37 0.0 0.00 0.12 0.00 0.0 0.12 2080.00 0.05 14892 1.36 0.0 0.00 0.12 0.00 0.0 0.12 2090.00 0.05 14854 1.36 0.0 0.00 0.12 0.00 0.0 0.12 2100.00 0.05 14815 1.36 0.0 0.00 0.12 0.00 0.0 0.12 2110.00 0.05 14776 1.36 0.0 0.00 0.12 0.00 0.0 0.12 2120.00 0.05 14736 1.35 0.0 0.00 0.12 0.00 0.0 0.12 2130.00 0.05 14696 1.35 0.0 0.00 0.12 0.00 0.0 0.12 2140.00 0.05 14655 1.34 0.0 0.00 0.12 0.00 0.0 0.12 2150.00 0.05 14614 1.34 0.0 0.00 0.12 0.00 0.0 0.12 2160.00 0.05 14572 1.34 0.0 0.00 0.12 0.00 0.0 0.12 2170.00 0.05 14531 1.33 0.0 0.00 0.12 0.00 0.0 0.12 2180.00 0.05 14488 1.33 0.0 0.00 0.12 0.00 0.0 0.12 2190.00 0.05 14446 1.33 0.0 0.00 0.12 0.00 0.0 0.12 2200.00 0.04 14403 1.32 0.0 0.00 0.12 0.00 0.0 0.12 2210.00 0.04 14359 1.32 0.0 0.00 0.12 0.00 0.0 0.12 2220.00 0.04 14316 1.32 0.0 0.00 0.12 0.00 0.0 0.12 2230.00 0.04 14272 1.31 0.0 0.00 0.12 0.00 0.0 0.12 2240.00 0.04 14227 1.31 0.0 0.00 0.12 0.00 0.0 0.12 2250.00 0.04 14183 1.31 0.0 0.00 0.12 0.00 0.0 0.12 2260.00 0.04 14138 1.30 0.0 0.00 0.12 0.00 0.0 0.12 2270.00 0.04 14092 1.30 0.0 0.00 0.12 0.00 0.0 0.12 2280.00 0.04 14047 1.29 0.0 0.00 0.12 0.00 0.0 0.12 2290.00 0.04 14001 1.29 0.0 0.00 0.12 0.00 0.0 0.12 2300.00 0.04 13955 1.29 0.0 0.00 0.12 0.00 0.0 0.12 2310.00 0.04 13908 1.28 0.0 0.00 0.11 0.00 0.0 0.11 2320.00 0.04 13861 1.28 0.0 0.00 0.11 0.00 0.0 0.11 2330.00 0.04 13814 1.27 0.0 0.00 0.11 0.00 0.0 0.11 2340.00 0.04 13767 1.27 0.0 0.00 0.11 0.00 0.0 0.11 2350.00 0.03 13720 1.27 0.0 0.00 0.11 0.00 0.0 0.11 2360.00 0.03 13672 1.26 0.0 0.00 0.11 0.00 0.0 0.11 2370.00 0.03 13624 1.26 0.0 0.00 0.11 0.00 0.0 0.11 2380.00 0.03 13576 1.25 0.0 0.00 0.11 0.00 0.0 0.11 2390.00 0.03 13527 1.25 0.0 0.00 0.11 0.00 0.0 0.11 2400.00 0.03 13479 1.25 0.0 0.00 0.11 0.00 0.0 0.11 2410.00 0.03 13430 1.24 0.0 0.00 0.11 0.00 0.0 0.11 2420.00 0.03 13381 1.24 0.0 0.00 0.11 0.00 0.0 0.11 2430.00 0.03 13332 1.23 0.0 0.00 0.11 0.00 0.0 0.11 2440.00 0.03 13282 1.23 0.0 0.00 0.11 0.00 0.0 0.11 2450.00 0.03 13233 1.23 0.0 0.00 0.11 0.00 0.0 0.11 2460.00 0.03 13183 1.22 0.0 0.00 0.11 0.00 0.0 0.11 2470.00 0.03 13133 1.22 0.0 0.00 0.11 0.00 0.0 0.11 2480.00 0.03 13083 1.21 0.0 0.00 0.11 0.00 0.0 0.11 2490.00 0.03 13033 1.21 0.0 0.00 0.11 0.00 0.0 0.11 2500.00 0.03 12982 1.20 0.0 0.00 0.11 0.00 0.0 0.11 2510.00 0.03 12932 1.20 0.0 0.00 0.11 0.00 0.0 0.11 2520.00 0.03 12881 1.20 0.0 0.00 0.11 0.00 0.0 0.11 2530.00 0.03 12830 1.19 0.0 0.00 0.11 0.00 0.0 0.11 2540.00 0.03 12779 1.19 0.0 0.00 0.11 0.00 0.0 0.11 2550.00 0.02 12728 1.18 0.0 0.00 0.11 0.00 0.0 0.11 2560.00 0.02 12677 1.18 0.0 0.00 0.11 0.00 0.0 0.11 2570.00 0.02 12626 1.17 0.0 0.00 0.11 0.00 0.0 0.11 2580.00 0.02 12574 1.17 0.0 0.00 0.11 0.00 0.0 0.11 printed: 7/19/2018 1:24 PM Page 15 of 20 2590.00 0.02 12523 1.16 0.0 0.00 0.11 0.00 0.0 0.11 2600.00 0.02 12471 1.16 0.0 0.00 0.11 0.00 0.0 0.11 2610.00 0.02 12419 1.16 0.0 0.00 0.11 0.00 0.0 0.11 2620.00 0.02 12368 1.15 0.0 0.00 0.11 0.00 0.0 0.11 2630.00 0.02 12316 1.15 0.0 0.00 0.11 0.00 0.0 0.11 2640.00 0.02 12264 1.14 0.0 0.00 0.11 0.00 0.0 0.11 2650.00 0.02 12212 1.14 0.0 0.00 0.11 0.00 0.0 0.11 2660.00 0.02 12159 1.13 0.0 0.00 0.11 0.00 0.0 0.11 2670.00 0.02 12107 1.13 0.0 0.00 0.11 0.00 0.0 0.11 2680.00 0.02 12055 1.12 0.0 0.00 0.11 0.00 0.0 0.11 2690.00 0.02 12002 1.12 0.0 0.00 0.11 0.00 0.0 0.11 2700.00 0.02 11950 1.12 0.0 0.00 0.11 0.00 0.0 0.11 2710.00 0.02 11897 1.11 0.0 0.00 0.11 0.00 0.0 0.11 2720.00 0.02 11845 1.11 0.0 0.00 0.11 0.00 0.0 0.11 2730.00 0.02 11792 1.10 0.0 0.00 0.11 0.00 0.0 0.11 2740.00 0.02 11740 1.10 0.0 0.00 0.11 0.00 0.0 0.11 2750.00 0.02 11687 1.09 0.0 0.00 0.11 0.00 0.0 0.11 2760.00 0.02 11634 1.09 0.0 0.00 0.11 0.00 0.0 0.11 2770.00 0.02 11581 1.08 0.0 0.00 0.10 0.00 0.0 0.10 2780.00 0.02 11529 1.08 0.0 0.00 0.10 0.00 0.0 0.10 2790.00 0.02 11476 1.08 0.0 0.00 0.10 0.00 0.0 0.10 2800.00 0.02 11423 1.07 0.0 0.00 0.10 0.00 0.0 0.10 2810.00 0.02 11370 1.07 0.0 0.00 0.10 0.00 0.0 0.10 2820.00 0.02 11317 1.06 0.0 0.00 0.10 0.00 0.0 0.10 2830.00 0.02 11264 1.06 0.0 0.00 0.10 0.00 0.0 0.10 2840.00 0.02 11211 1.05 0.0 0.00 0.10 0.00 0.0 0.10 2850.00 0.01 11158 1.05 0.0 0.00 0.10 0.00 0.0 0.10 2860.00 0.01 11105 1.04 0.0 0.00 0.10 0.00 0.0 0.10 2870.00 0.01 11053 1.04 0.0 0.00 0.10 0.00 0.0 0.10 2880.00 0.01 11000 1.03 0.0 0.00 0.10 0.00 0.0 0.10 2890.00 0.01 10947 1.03 0.0 0.00 0.10 0.00 0.0 0.10 2900.00 0.01 10894 1.03 0.0 0.00 0.10 0.00 0.0 0.10 2910.00 0.01 10841 1.02 0.0 0.00 0.10 0.00 0.0 0.10 2920.00 0.01 10788 1.02 0.0 0.00 0.10 0.00 0.0 0.10 2930.00 0.01 10735 1.01 0.0 0.00 0.10 0.00 0.0 0.10 2940.00 0.01 10682 1.01 0.0 0.00 0.10 0.00 0.0 0.10 2950.00 0.01 10629 1.00 0.0 0.00 0.10 0.00 0.0 0.10 2960.00 0.01 10576 1.00 0.0 0.00 0.10 0.00 0.0 0.10 2970.00 0.01 10524 0.99 0.0 0.00 0.10 0.00 0.0 0.10 2980.00 0.01 10471 0.99 0.0 0.00 0.10 0.00 0.0 0.10 2990.00 0.01 10418 0.98 0.0 0.00 0.10 0.00 0.0 0.10 3000.00 0.01 10365 0.98 0.0 0.00 0.10 0.00 0.0 0.10 3010.00 0.01 10313 0.98 0.0 0.00 0.10 0.00 0.0 0.10 3020.00 0.01 10260 0.97 0.0 0.00 0.10 0.00 0.0 0.10 3030.00 0.01 10207 0.97 0.0 0.00 0.10 0.00 0.0 0.10 3040.00 0.01 10155 0.96 0.0 0.00 0.10 0.00 0.0 0.10 3050.00 0.01 10102 0.96 0.0 0.00 0.10 0.00 0.0 0.10 3060.00 0.01 10050 0.95 0.0 0.00 0.10 0.00 0.0 0.10 3070.00 0.01 9997 0.95 0.0 0.00 0.10 0.00 0.0 0.10 3080.00 0.01 9945 0.94 0.0 0.00 0.10 0.00 0.0 0.10 3090.00 0.01 9892 0.94 0.0 0.00 0.10 0.00 0.0 0.10 3100.00 0.01 9840 0.93 0.0 0.00 0.10 0.00 0.0 0.10 3110.00 0.01 9788 0.93 0.0 0.00 0.10 0.00 0.0 0.10 3120.00 0.01 9736 0.93 0.0 0.00 0.10 0.00 0.0 0.10 3130.00 0.01 9683 0.92 0.0 0.00 0.10 0.00 0.0 0.10 3140.00 0.01 9631 0.92 0.0 0.00 0.10 0.00 0.0 0.10 3150.00 0.01 9579 0.91 0.0 0.00 0.10 0.00 0.0 0.10 3160.00 0.01 9527 0.91 0.0 0.00 0.10 0.00 0.0 0.10 3170.00 0.01 9476 0.90 0.0 0.00 0.09 0.00 0.0 0.09 3180.00 0.01 9424 0.90 0.0 0.00 0.09 0.00 0.0 0.09 3190.00 0.01 9372 0.89 0.0 0.00 0.09 0.00 0.0 0.09 3200.00 0.01 9320 0.89 0.0 0.00 0.09 0.00 0.0 0.09 3210.00 0.01 9269 0.88 0.0 0.00 0.09 0.00 0.0 0.09 3220.00 0.01 9217 0.88 0.0 0.00 0.09 0.00 0.0 0.09 3230.00 0.01 9166 0.88 0.0 0.00 0.09 0.00 0.0 0.09 3240.00 0.01 9114 0.87 0.0 0.00 0.09 0.00 0.0 0.09 printed: 7/19/2018 1:24 PM Page 16 of 20 3250.00 0.01 9063 0.87 0.0 0.00 0.09 0.00 0.0 0.09 3260.00 0.01 9012 0.86 0.0 0.00 0.09 0.00 0.0 0.09 3270.00 0.01 8961 0.86 0.0 0.00 0.09 0.00 0.0 0.09 3280.00 0.01 8910 0.85 0.0 0.00 0.09 0.00 0.0 0.09 3290.00 0.01 8859 0.85 0.0 0.00 0.09 0.00 0.0 0.09 3300.00 0.01 8808 0.84 0.0 0.00 0.09 0.00 0.0 0.09 3310.00 0.01 8757 0.84 0.0 0.00 0.09 0.00 0.0 0.09 3320.00 0.01 8707 0.84 0.0 0.00 0.09 0.00 0.0 0.09 3330.00 0.01 8656 0.83 0.0 0.00 0.09 0.00 0.0 0.09 3340.00 0.01 8606 0.83 0.0 0.00 0.09 0.00 0.0 0.09 3350.00 0.01 8555 0.82 0.0 0.00 0.09 0.00 0.0 0.09 3360.00 0.01 8505 0.82 0.0 0.00 0.09 0.00 0.0 0.09 3370.00 0.01 8455 0.81 0.0 0.00 0.09 0.00 0.0 0.09 3380.00 0.01 8405 0.81 0.0 0.00 0.09 0.00 0.0 0.09 3390.00 0.01 8355 0.80 0.0 0.00 0.09 0.00 0.0 0.09 3400.00 0.01 8305 0.80 0.0 0.00 0.09 0.00 0.0 0.09 3410.00 0.01 8255 0.80 0.0 0.00 0.09 0.00 0.0 0.09 3420.00 0.01 8205 0.79 0.0 0.00 0.09 0.00 0.0 0.09 3430.00 0.01 8156 0.79 0.0 0.00 0.09 0.00 0.0 0.09 3440.00 0.01 8106 0.78 0.0 0.00 0.09 0.00 0.0 0.09 3450.00 0.01 8057 0.78 0.0 0.00 0.09 0.00 0.0 0.09 3460.00 0.01 8008 0.77 0.0 0.00 0.09 0.00 0.0 0.09 3470.00 0.01 7958 0.77 0.0 0.00 0.09 0.00 0.0 0.09 3480.00 0.01 7909 0.77 0.0 0.00 0.09 0.00 0.0 0.09 3490.00 0.00 7861 0.76 0.0 0.00 0.09 0.00 0.0 0.09 3500.00 0.00 7812 0.76 0.0 0.00 0.09 0.00 0.0 0.09 3510.00 0.00 7763 0.75 0.0 0.00 0.09 0.00 0.0 0.09 3520.00 0.00 7714 0.75 0.0 0.00 0.09 0.00 0.0 0.09 3530.00 0.00 7666 0.74 0.0 0.00 0.09 0.00 0.0 0.09 3540.00 0.00 7618 0.74 0.0 0.00 0.08 0.00 0.0 0.08 3550.00 0.00 7569 0.74 0.0 0.00 0.08 0.00 0.0 0.08 3560.00 0.00 7521 0.73 0.0 0.00 0.08 0.00 0.0 0.08 3570.00 0.00 7473 0.73 0.0 0.00 0.08 0.00 0.0 0.08 3580.00 0.00 7426 0.72 0.0 0.00 0.08 0.00 0.0 0.08 3590.00 0.00 7378 0.72 0.0 0.00 0.08 0.00 0.0 0.08 3600.00 0.00 7330 0.71 0.0 0.00 0.08 0.00 0.0 0.08 3610.00 0.00 7283 0.71 0.0 0.00 0.08 0.00 0.0 0.08 3620.00 0.00 7235 0.71 0.0 0.00 0.08 0.00 0.0 0.08 3630.00 0.00 7188 0.70 0.0 0.00 0.08 0.00 0.0 0.08 3640.00 0.00 7141 0.70 0.0 0.00 0.08 0.00 0.0 0.08 3650.00 0.00 7094 0.69 0.0 0.00 0.08 0.00 0.0 0.08 3660.00 0.00 7047 0.69 0.0 0.00 0.08 0.00 0.0 0.08 3670.00 0.00 7001 0.68 0.0 0.00 0.08 0.00 0.0 0.08 3680.00 0.00 6954 0.68 0.0 0.00 0.08 0.00 0.0 0.08 3690.00 0.00 6908 0.68 0.0 0.00 0.08 0.00 0.0 0.08 3700.00 0.00 6861 0.67 0.0 0.00 0.08 0.00 0.0 0.08 3710.00 0.00 6815 0.67 0.0 0.00 0.08 0.00 0.0 0.08 3720.00 0.00 6769 0.66 0.0 0.00 0.08 0.00 0.0 0.08 3730.00 0.00 6723 0.66 0.0 0.00 0.08 0.00 0.0 0.08 3740.00 0.00 6677 0.66 0.0 0.00 0.08 0.00 0.0 0.08 3750.00 0.00 6632 0.65 0.0 0.00 0.08 0.00 0.0 0.08 3760.00 0.00 6586 0.65 0.0 0.00 0.08 0.00 0.0 0.08 3770.00 0.00 6541 0.64 0.0 0.00 0.08 0.00 0.0 0.08 3780.00 0.00 6496 0.64 0.0 0.00 0.08 0.00 0.0 0.08 3790.00 0.00 6451 0.64 0.0 0.00 0.08 0.00 0.0 0.08 3800.00 0.00 6406 0.63 0.0 0.00 0.08 0.00 0.0 0.08 3810.00 0.00 6361 0.63 0.0 0.00 0.08 0.00 0.0 0.08 3820.00 0.00 6316 0.62 0.0 0.00 0.08 0.00 0.0 0.08 3830.00 0.00 6272 0.62 0.0 0.00 0.08 0.00 0.0 0.08 3840.00 0.00 6227 0.61 0.0 0.00 0.08 0.00 0.0 0.08 3850.00 0.00 6183 0.61 0.0 0.00 0.08 0.00 0.0 0.08 3860.00 0.00 6139 0.61 0.0 0.00 0.08 0.00 0.0 0.08 3870.00 0.00 6095 0.60 0.0 0.00 0.08 0.00 0.0 0.08 3880.00 0.00 6051 0.60 0.0 0.00 0.08 0.00 0.0 0.08 3890.00 0.00 6008 0.60 0.0 0.00 0.08 0.00 0.0 0.08 3900.00 0.00 5964 0.59 0.0 0.00 0.07 0.00 0.0 0.07 printed: 7/19/2018 1:24 PM Page 17 of 20 3910.00 0.00 5921 0.59 0.0 0.00 0.07 0.00 0.0 0.07 3920.00 0.00 5878 0.58 0.0 0.00 0.07 0.00 0.0 0.07 3930.00 0.00 5834 0.58 0.0 0.00 0.07 0.00 0.0 0.07 3940.00 0.00 5792 0.58 0.0 0.00 0.07 0.00 0.0 0.07 3950.00 0.00 5749 0.57 0.0 0.00 0.07 0.00 0.0 0.07 3960.00 0.00 5706 0.57 0.0 0.00 0.07 0.00 0.0 0.07 3970.00 0.00 5664 0.56 0.0 0.00 0.07 0.00 0.0 0.07 3980.00 0.00 5621 0.56 0.0 0.00 0.07 0.00 0.0 0.07 3990.00 0.00 5579 0.56 0.0 0.00 0.07 0.00 0.0 0.07 4000.00 0.00 5537 0.55 0.0 0.00 0.07 0.00 0.0 0.07 4010.00 0.00 5496 0.55 0.0 0.00 0.07 0.00 0.0 0.07 4020.00 0.00 5454 0.54 0.0 0.00 0.07 0.00 0.0 0.07 4030.00 0.00 5412 0.54 0.0 0.00 0.07 0.00 0.0 0.07 4040.00 0.00 5371 0.54 0.0 0.00 0.07 0.00 0.0 0.07 4050.00 0.00 5330 0.53 0.0 0.00 0.07 0.00 0.0 0.07 4060.00 0.00 5289 0.53 0.0 0.00 0.07 0.00 0.0 0.07 4070.00 0.00 5248 0.53 0.0 0.00 0.07 0.00 0.0 0.07 4080.00 0.00 5207 0.52 0.0 0.00 0.07 0.00 0.0 0.07 4090.00 0.00 5166 0.52 0.0 0.00 0.07 0.00 0.0 0.07 4100.00 0.00 5126 0.51 0.0 0.00 0.07 0.00 0.0 0.07 4110.00 0.00 5086 0.51 0.0 0.00 0.07 0.00 0.0 0.07 4120.00 0.00 5046 0.51 0.0 0.00 0.07 0.00 0.0 0.07 4130.00 0.00 5006 0.50 0.0 0.00 0.07 0.00 0.0 0.07 4140.00 0.00 4966 0.50 0.0 0.00 0.07 0.00 0.0 0.07 4150.00 0.00 4926 0.50 0.0 0.00 0.07 0.00 0.0 0.07 4160.00 0.00 4887 0.49 0.0 0.00 0.07 0.00 0.0 0.07 4170.00 0.00 4848 0.49 0.0 0.00 0.07 0.00 0.0 0.07 4180.00 0.00 4808 0.49 0.0 0.00 0.07 0.00 0.0 0.07 4190.00 0.00 4769 0.48 0.0 0.00 0.07 0.00 0.0 0.07 4200.00 0.00 4731 0.48 0.0 0.00 0.07 0.00 0.0 0.07 4210.00 0.00 4692 0.47 0.0 0.00 0.07 0.00 0.0 0.07 4220.00 0.00 4654 0.47 0.0 0.00 0.07 0.00 0.0 0.07 4230.00 0.00 4615 0.47 0.0 0.00 0.07 0.00 0.0 0.07 4240.00 0.00 4577 0.46 0.0 0.00 0.06 0.00 0.0 0.06 4250.00 0.00 4539 0.46 0.0 0.00 0.06 0.00 0.0 0.06 4260.00 0.00 4501 0.46 0.0 0.00 0.06 0.00 0.0 0.06 4270.00 0.00 4464 0.45 0.0 0.00 0.06 0.00 0.0 0.06 4280.00 0.00 4426 0.45 0.0 0.00 0.06 0.00 0.0 0.06 4290.00 0.00 4389 0.45 0.0 0.00 0.06 0.00 0.0 0.06 4300.00 0.00 4352 0.44 0.0 0.00 0.06 0.00 0.0 0.06 4310.00 0.00 4315 0.44 0.0 0.00 0.06 0.00 0.0 0.06 4320.00 0.00 4278 0.44 0.0 0.00 0.06 0.00 0.0 0.06 4330.00 0.00 4241 0.43 0.0 0.00 0.06 0.00 0.0 0.06 4340.00 0.00 4205 0.43 0.0 0.00 0.06 0.00 0.0 0.06 4350.00 0.00 4168 0.43 0.0 0.00 0.06 0.00 0.0 0.06 4360.00 0.00 4132 0.42 0.0 0.00 0.06 0.00 0.0 0.06 4370.00 0.00 4096 0.42 0.0 0.00 0.06 0.00 0.0 0.06 4380.00 0.00 4061 0.42 0.0 0.00 0.06 0.00 0.0 0.06 4390.00 0.00 4025 0.41 0.0 0.00 0.06 0.00 0.0 0.06 4400.00 0.00 3989 0.41 0.0 0.00 0.06 0.00 0.0 0.06 4410.00 0.00 3954 0.41 0.0 0.00 0.06 0.00 0.0 0.06 4420.00 0.00 3919 0.40 0.0 0.00 0.06 0.00 0.0 0.06 4430.00 0.00 3884 0.40 0.0 0.00 0.06 0.00 0.0 0.06 4440.00 0.00 3849 0.40 0.0 0.00 0.06 0.00 0.0 0.06 4450.00 0.00 3815 0.39 0.0 0.00 0.06 0.00 0.0 0.06 4460.00 0.00 3780 0.39 0.0 0.00 0.06 0.00 0.0 0.06 4470.00 0.00 3746 0.39 0.0 0.00 0.06 0.00 0.0 0.06 4480.00 0.00 3712 0.38 0.0 0.00 0.06 0.00 0.0 0.06 4490.00 0.00 3678 0.38 0.0 0.00 0.06 0.00 0.0 0.06 4500.00 0.00 3644 0.38 0.0 0.00 0.06 0.00 0.0 0.06 4510.00 0.00 3611 0.37 0.0 0.00 0.06 0.00 0.0 0.06 4520.00 0.00 3577 0.37 0.0 0.00 0.06 0.00 0.0 0.06 4530.00 0.00 3544 0.37 0.0 0.00 0.06 0.00 0.0 0.06 4540.00 0.00 3511 0.36 0.0 0.00 0.06 0.00 0.0 0.06 4550.00 0.00 3478 0.36 0.0 0.00 0.06 0.00 0.0 0.06 4560.00 0.00 3446 0.36 0.0 0.00 0.05 0.00 0.0 0.05 printed: 7/19/2018 1:24 PM Page 18 of 20 4570.00 0.00 3413 0.35 0.0 0.00 0.05 0.00 0.0 0.05 4580.00 0.00 3381 0.35 0.0 0.00 0.05 0.00 0.0 0.05 4590.00 0.00 3349 0.35 0.0 0.00 0.05 0.00 0.0 0.05 4600.00 0.00 3317 0.35 0.0 0.00 0.05 0.00 0.0 0.05 4610.00 0.00 3285 0.34 0.0 0.00 0.05 0.00 0.0 0.05 4620.00 0.00 3254 0.34 0.0 0.00 0.05 0.00 0.0 0.05 4630.00 0.00 3222 0.34 0.0 0.00 0.05 0.00 0.0 0.05 4640.00 0.00 3191 0.33 0.0 0.00 0.05 0.00 0.0 0.05 4650.00 0.00 3160 0.33 0.0 0.00 0.05 0.00 0.0 0.05 4660.00 0.00 3129 0.33 0.0 0.00 0.05 0.00 0.0 0.05 4670.00 0.00 3098 0.32 0.0 0.00 0.05 0.00 0.0 0.05 4680.00 0.00 3068 0.32 0.0 0.00 0.05 0.00 0.0 0.05 4690.00 0.00 3037 0.32 0.0 0.00 0.05 0.00 0.0 0.05 4700.00 0.00 3007 0.32 0.0 0.00 0.05 0.00 0.0 0.05 4710.00 0.00 2977 0.31 0.0 0.00 0.05 0.00 0.0 0.05 4720.00 0.00 2948 0.31 0.0 0.00 0.05 0.00 0.0 0.05 4730.00 0.00 2918 0.31 0.0 0.00 0.05 0.00 0.0 0.05 4740.00 0.00 2889 0.30 0.0 0.00 0.05 0.00 0.0 0.05 4750.00 0.00 2859 0.30 0.0 0.00 0.05 0.00 0.0 0.05 4760.00 0.00 2830 0.30 0.0 0.00 0.05 0.00 0.0 0.05 4770.00 0.00 2801 0.30 0.0 0.00 0.05 0.00 0.0 0.05 4780.00 0.00 2773 0.29 0.0 0.00 0.05 0.00 0.0 0.05 4790.00 0.00 2744 0.29 0.0 0.00 0.05 0.00 0.0 0.05 4800.00 0.00 2716 0.29 0.0 0.00 0.05 0.00 0.0 0.05 4810.00 0.00 2688 0.29 0.0 0.00 0.05 0.00 0.0 0.05 4820.00 0.00 2660 0.28 0.0 0.00 0.05 0.00 0.0 0.05 4830.00 0.00 2632 0.28 0.0 0.00 0.05 0.00 0.0 0.05 4840.00 0.00 2604 0.28 0.0 0.00 0.05 0.00 0.0 0.05 4850.00 0.00 2577 0.27 0.0 0.00 0.05 0.00 0.0 0.05 4860.00 0.00 2550 0.27 0.0 0.00 0.05 0.00 0.0 0.05 4870.00 0.00 2523 0.27 0.0 0.00 0.05 0.00 0.0 0.05 4880.00 0.00 2496 0.27 0.0 0.00 0.04 0.00 0.0 0.04 4890.00 0.00 2469 0.26 0.0 0.00 0.04 0.00 0.0 0.04 4900.00 0.00 2443 0.26 0.0 0.00 0.04 0.00 0.0 0.04 4910.00 0.00 2417 0.26 0.0 0.00 0.04 0.00 0.0 0.04 4920.00 0.00 2390 0.26 0.0 0.00 0.04 0.00 0.0 0.04 4930.00 0.00 2365 0.25 0.0 0.00 0.04 0.00 0.0 0.04 4940.00 0.00 2339 0.25 0.0 0.00 0.04 0.00 0.0 0.04 4950.00 0.00 2313 0.25 0.0 0.00 0.04 0.00 0.0 0.04 4960.00 0.00 2288 0.25 0.0 0.00 0.04 0.00 0.0 0.04 4970.00 0.00 2263 0.24 0.0 0.00 0.04 0.00 0.0 0.04 4980.00 0.00 2238 0.24 0.0 0.00 0.04 0.00 0.0 0.04 4990.00 0.00 2213 0.24 0.0 0.00 0.04 0.00 0.0 0.04 5000.00 0.00 2189 0.24 0.0 0.00 0.04 0.00 0.0 0.04 5010.00 0.00 2164 0.23 0.0 0.00 0.04 0.00 0.0 0.04 5020.00 0.00 2140 0.23 0.0 0.00 0.04 0.00 0.0 0.04 5030.00 0.00 2116 0.23 0.0 0.00 0.04 0.00 0.0 0.04 5040.00 0.00 2092 0.23 0.0 0.00 0.04 0.00 0.0 0.04 5050.00 0.00 2069 0.22 0.0 0.00 0.04 0.00 0.0 0.04 5060.00 0.00 2045 0.22 0.0 0.00 0.04 0.00 0.0 0.04 5070.00 0.00 2022 0.22 0.0 0.00 0.04 0.00 0.0 0.04 5080.00 0.00 1999 0.22 0.0 0.00 0.04 0.00 0.0 0.04 5090.00 0.00 1976 0.22 0.0 0.00 0.04 0.00 0.0 0.04 5100.00 0.00 1953 0.21 0.0 0.00 0.04 0.00 0.0 0.04 5110.00 0.00 1931 0.21 0.0 0.00 0.04 0.00 0.0 0.04 5120.00 0.00 1909 0.21 0.0 0.00 0.04 0.00 0.0 0.04 5130.00 0.00 1887 0.21 0.0 0.00 0.04 0.00 0.0 0.04 5140.00 0.00 1865 0.20 0.0 0.00 0.04 0.00 0.0 0.04 5150.00 0.00 1843 0.20 0.0 0.00 0.04 0.00 0.0 0.04 5160.00 0.00 1822 0.20 0.0 0.00 0.04 0.00 0.0 0.04 5170.00 0.00 1800 0.20 0.0 0.00 0.04 0.00 0.0 0.04 5180.00 0.00 1779 0.20 0.0 0.00 0.04 0.00 0.0 0.04 5190.00 0.00 1758 0.19 0.0 0.00 0.03 0.00 0.0 0.03 5200.00 0.00 1738 0.19 0.0 0.00 0.03 0.00 0.0 0.03 5210.00 0.00 1717 0.19 0.0 0.00 0.03 0.00 0.0 0.03 5220.00 0.00 1697 0.19 0.0 0.00 0.03 0.00 0.0 0.03 printed: 7/19/2018 1:24 PM Page 19 of 20 5230.00 0.00 1677 0.19 0.0 0.00 0.03 0.00 0.0 0.03 5240.00 0.00 1657 0.18 0.0 0.00 0.03 0.00 0.0 0.03 5250.00 0.00 1637 0.18 0.0 0.00 0.03 0.00 0.0 0.03 5260.00 0.00 1617 0.18 0.0 0.00 0.03 0.00 0.0 0.03 5270.00 0.00 1598 0.18 0.0 0.00 0.03 0.00 0.0 0.03 5280.00 0.00 1579 0.18 0.0 0.00 0.03 0.00 0.0 0.03 5290.00 0.00 1560 0.17 0.0 0.00 0.03 0.00 0.0 0.03 printed: 7/19/2018 1:24 PM Page 20 of 20 DESIGN REQUIREMENTS: A. Post development flow <= predevelopment flow Drainage Area, (DA) = 4.35 acres Intensity, (I) = 7.68 inches/hr Composite Runoff Coefficient, (C) => 0.30 Maximum Release Rate, (Q10) => 10.02 cfs Drainage Area, (DA) = 4.35 acres Intensity, (I) = 7.68 inches/hr Composite Runoff Coefficient, (C) => 0.76 Peak Release Rate, (Q10) => 25.39 cfs Contour Contour Incr. Accum. Stage Elev. Area Storage Storage (S) (Z) (ft) (sf) (cf) (cf) (ft) In (S) In (Z) Z est 157.0 - - - - 157.0 9,018 5 5 0.00 1.51 -6.91 0.00 157.5 10,506 4,881 4,886 0.50 8.49 -0.69 0.51 158.0 11,271 5,444 10,330 1.00 9.24 0.00 0.99 158.5 12,050 5,830 16,160 1.50 9.69 0.41 1.47 159.0 12,843 6,223 22,383 2.00 10.02 0.69 1.97 159.5 13,651 6,624 29,007 2.50 10.28 0.92 2.48 160.0 14,472 7,031 36,038 3.00 10.49 1.10 3.01 160.5 15,308 7,445 43,483 3.50 10.68 1.25 3.55 161.0 16,157 7,866 51,349 4.00 10.85 1.39 4.12 161.5 17,022 8,295 59,644 4.50 11.00 1.50 4.71 Regression Output: b= 1.12 (X Variable Coefi) Ks= 10,477 (ey-intercept) Stage - Storage Equation is of the form: S = (Ks)(Z)b printed: 7/19/2018 1:24 PM Page 1 of 20 Barrel Number of Barrels = Dia. of Barrel = Area of Barrel, (Ab) _ Pipe Length, (L) _ Friction Coeff, (Kp) _ Inv. of Barrel = Riser Elev. of Riser Crest = Rectangular Length Weir= M 24 inches Total Weir Length= Area of Riser = Orifice in Riser Dia. of Orifice = Number of Orifices = Area of Orifice, (Ab) _ Orifice Coefficient (Cd) _ Inv. of Orifice = Length of weir-- Top eir=Top of weir-- Weir eir=Weir Coefficient (Cw)= Width of Spillway (Approx.) _ Weir Coefficient = Crest Elevation = Maximum Release Rate, (Q10) _ Release Rate, (Q10) _ Normal Water Surface Elev. _ Water Surface Elev. @ Outlet (Q10) _ Width Weir= 1 18 inches 1.77 sf 72.3 feet 0.01550 157.00 feet 160.35 feet 36 inches 10.00 feet 6.00 sq. ft. 2.00 inches 1 0.02 sf 0.60 157.00 feet 1.30 feet 158.50 feet 3.00 20 feet 3.3 160.50 feet 10.02 cfs 9.90 cfs 157.00 feet printed: 7/19/2018 1:24 PM 160.34 feet Page 2 of 20 Peak Inflow, (Qp) _> 25.39 cfs Time to Peak Calculation: CN= 88 P= 5.36 in. Q*= 4.01 in. (depth of runoff) Vol= 63,350 cf (vol. of runoff) Time to Peak, (Tp) => 29.9 minutes (SCS TR -55) t//t /Q )v t 4 min cfs 0.00 0.000 0 0.00 0.07 0.011 2 0.28 0.13 0.043 4 1.10 0.20 0.096 6 2.44 0.27 0.166 8 4.22 0.33 0.251 10 6.38 0.40 0.347 12 8.81 0.47 0.450 14 11.42 0.53 0.555 16 14.08 0.60 0.657 18 16.68 0.67 0.753 20 19.11 0.74 0.837 22 21.25 0.80 0.907 24 23.02 0.87 0.958 26 24.33 0.94 0.990 28 25.13 1.00 1.000 30 25.39 1.07 0.988 32 25.09 1.14 0.955 34 24.24 1.20 0.901 36 22.89 1.27 0.832 38 21.14 1.34 0.763 40 19.38 1.40 0.700 42 17.76 1.47 0.641 44 16.29 1.54 0.588 46 14.93 1.60 0.539 48 13.69 S= 1.36 in. printed: 7/19/2018 1:24 PM Page 3 of 20 1.67 0.494 50 12.55 1.74 0.453 52 11.50 1.81 0.415 54 10.55 1.87 0.381 56 9.67 1.94 0.349 58 8.86 2.01 0.320 60 8.13 2.07 0.293 62 7.45 2.14 0.269 64 6.83 2.21 0.247 66 6.26 2.27 0.226 68 5.74 2.34 0.207 70 5.26 2.41 0.190 72 4.82 2.47 0.174 74 4.42 2.54 0.160 76 4.05 2.61 0.146 78 3.72 2.67 0.134 80 3.41 2.74 0.123 82 3.12 2.81 0.113 84 2.86 2.87 0.103 86 2.63 2.94 0.095 88 2.41 3.01 0.087 90 2.21 3.08 0.080 92 2.02 3.14 0.073 94 1.85 3.21 0.067 96 1.70 3.28 0.061 98 1.56 3.34 0.056 100 1.43 3.41 0.052 102 1.31 3.48 0.047 104 1.20 3.54 0.043 106 1.10 3.61 0.040 108 1.01 3.68 0.036 110 0.93 3.74 0.033 112 0.85 3.81 0.031 114 0.78 3.88 0.028 116 0.71 3.94 0.026 118 0.65 4.01 0.024 120 0.60 4.08 0.022 122 0.55 4.14 0.020 124 0.50 4.21 0.018 126 0.46 4.28 0.017 128 0.42 4.35 0.015 130 0.39 4.41 0.014 132 0.36 4.48 0.013 134 0.33 4.55 0.012 136 0.30 4.61 0.011 138 0.27 4.68 0.010 140 0.25 4.75 0.009 142 0.23 4.81 0.008 144 0.21 4.88 0.008 146 0.19 4.95 0.007 148 0.18 5.01 0.006 150 0.16 5.08 0.006 152 0.15 5.15 0.005 154 0.14 5.21 0.005 156 0.13 5.28 0.005 158 0.11 5.35 0.004 160 0.11 5.42 0.004 162 0.10 5.48 0.003 164 0.09 5.55 0.003 166 0.08 5.62 0.003 168 0.07 5.68 0.003 170 0.07 5.75 0.002 172 0.06 5.82 0.002 174 0.06 5.88 0.002 176 0.05 5.95 0.002 178 0.05 6.02 0.002 180 0.04 printed: 7/19/2018 1:24 PM Page 4 of 20 6.08 0.002 182 0.04 6.15 0.001 184 0.04 6.22 0.001 186 0.03 6.28 0.001 188 0.03 6.35 0.001 190 0.03 6.42 0.001 192 0.03 6.48 0.001 194 0.02 6.55 0.001 196 0.02 6.62 0.001 198 0.02 6.69 0.001 200 0.02 6.75 0.001 202 0.02 6.82 0.001 204 0.02 6.89 0.001 206 0.01 6.95 0.001 208 0.01 7.02 0.000 210 0.01 7.09 0.000 212 0.01 7.15 0.000 214 0.01 7.22 0.000 216 0.01 7.29 0.000 218 0.01 7.35 0.000 220 0.01 7.42 0.000 222 0.01 7.49 0.000 224 0.01 7.55 0.000 226 0.01 7.62 0.000 228 0.01 7.69 0.000 230 0.01 7.75 0.000 232 0.00 7.82 0.000 234 0.00 7.89 0.000 236 0.00 7.96 0.000 238 0.00 8.02 0.000 240 0.00 8.09 0.000 242 0.00 8.16 0.000 244 0.00 8.22 0.000 246 0.00 8.29 0.000 248 0.00 8.36 0.000 250 0.00 8.42 0.000 252 0.00 8.49 0.000 254 0.00 8.56 0.000 256 0.00 8.62 0.000 258 0.00 8.69 0.000 260 0.00 8.76 0.000 262 0.00 8.82 0.000 264 0.00 8.89 0.000 266 0.00 8.96 0.000 268 0.00 9.03 0.000 270 0.00 9.09 0.000 272 0.00 9.16 0.000 274 0.00 9.23 0.000 276 0.00 9.29 0.000 278 0.00 9.36 0.000 280 0.00 printed: 7/19/2018 1:24 PM Page 5 of 20 9.43 0.000 282 0.00 9.49 0.000 284 0.00 9.56 0.000 286 0.00 9.63 0.000 288 0.00 9.69 0.000 290 0.00 9.76 0.000 292 0.00 9.83 0.000 294 0.00 9.89 0.000 296 0.00 9.96 0.000 298 0.00 10.03 0.000 300 0.00 10.09 0.000 302 0.00 10.16 0.000 304 0.00 10.23 0.000 306 0.00 10.30 0.000 308 0.00 10.36 0.000 310 0.00 10.43 0.000 312 0.00 10.50 0.000 314 0.00 10.56 0.000 316 0.00 10.63 0.000 318 0.00 10.70 0.000 320 0.00 10.76 0.000 322 0.00 10.83 0.000 324 0.00 10.90 0.000 326 0.00 10.96 0.000 328 0.00 11.03 0.000 330 0.00 11.10 0.000 332 0.00 11.16 0.000 334 0.00 11.23 0.000 336 0.00 11.30 0.000 338 0.00 11.36 0.000 340 0.00 11.43 0.000 342 0.00 11.50 0.000 344 0.00 11.57 0.000 346 0.00 11.63 0.000 348 0.00 11.70 0.000 350 0.00 11.77 0.000 352 0.00 11.83 0.000 354 0.00 11.90 0.000 356 0.00 11.97 0.000 358 0.00 12.03 0.000 360 0.00 12.10 0.000 362 0.00 12.17 0.000 364 0.00 12.23 0.000 366 0.00 12.30 0.000 368 0.00 12.37 0.000 370 0.00 12.43 0.000 372 0.00 12.50 0.000 374 0.00 12.57 0.000 376 0.00 12.64 0.000 378 0.00 12.70 0.000 380 0.00 12.77 0.000 382 0.00 12.84 0.000 384 0.00 12.90 0.000 386 0.00 12.97 0.000 388 0.00 13.04 0.000 390 0.00 13.10 0.000 392 0.00 13.17 0.000 394 0.00 13.24 0.000 396 0.00 13.30 0.000 398 0.00 13.37 0.000 400 0.00 13.44 0.000 402 0.00 13.50 0.000 404 0.00 13.57 0.000 406 0.00 13.64 0.000 408 0.00 13.70 0.000 410 0.00 13.77 0.000 412 0.00 printed: 7/19/2018 1:24 PM Page 6 of 20 13.84 0.000 414 0.00 13.91 0.000 416 0.00 13.97 0.000 418 0.00 14.04 0.000 420 0.00 14.11 0.000 422 0.00 14.17 0.000 424 0.00 14.24 0.000 426 0.00 14.31 0.000 428 0.00 14.37 0.000 430 0.00 14.44 0.000 432 0.00 14.51 0.000 434 0.00 14.57 0.000 436 0.00 14.64 0.000 438 0.00 14.71 0.000 440 0.00 14.77 0.000 442 0.00 14.84 0.000 444 0.00 14.91 0.000 446 0.00 14.97 0.000 448 0.00 15.04 0.000 450 0.00 15.11 0.000 452 0.00 15.18 0.000 454 0.00 15.24 0.000 456 0.00 15.31 0.000 458 0.00 15.38 0.000 460 0.00 15.44 0.000 462 0.00 15.51 0.000 464 0.00 15.58 0.000 466 0.00 15.64 0.000 468 0.00 15.71 0.000 470 0.00 15.78 0.000 472 0.00 15.84 0.000 474 0.00 15.91 0.000 476 0.00 15.98 0.000 478 0.00 16.04 0.000 480 0.00 16.11 0.000 482 0.00 16.18 0.000 484 0.00 16.25 0.000 486 0.00 16.31 0.000 488 0.00 16.38 0.000 490 0.00 16.45 0.000 492 0.00 16.51 0.000 494 0.00 16.58 0.000 496 0.00 16.65 0.000 498 0.00 16.71 0.000 500 0.00 16.78 0.000 502 0.00 16.85 0.000 504 0.00 16.91 0.000 506 0.00 16.98 0.000 508 0.00 17.05 0.000 510 0.00 17.11 0.000 512 0.00 17.18 0.000 514 0.00 17.25 0.000 516 0.00 17.31 0.000 518 0.00 17.38 0.000 520 0.00 17.45 0.000 522 0.00 17.52 0.000 524 0.00 17.58 0.000 526 0.00 17.65 0.000 528 0.00 17.72 0.000 530 0.00 17.78 0.000 532 0.00 17.85 0.000 534 0.00 17.92 0.000 536 0.00 17.98 0.000 538 0.00 18.05 0.000 540 0.00 18.12 0.000 542 0.00 18.18 0.000 544 0.00 printed: 7/19/2018 1:24 PM Page 7 of 20 18.25 0.000 546 0.00 18.32 0.000 548 0.00 18.38 0.000 550 0.00 18.45 0.000 552 0.00 18.52 0.000 554 0.00 18.58 0.000 556 0.00 18.65 0.000 558 0.00 18.72 0.000 560 0.00 18.79 0.000 562 0.00 18.85 0.000 564 0.00 18.92 0.000 566 0.00 18.99 0.000 568 0.00 19.05 0.000 570 0.00 19.12 0.000 572 0.00 19.19 0.000 574 0.00 19.25 0.000 576 0.00 19.32 0.000 578 0.00 19.39 0.000 580 0.00 19.45 0.000 582 0.00 19.52 0.000 584 0.00 19.59 0.000 586 0.00 19.65 0.000 588 0.00 19.72 0.000 590 0.00 19.79 0.000 592 0.00 19.86 0.000 594 0.00 19.92 0.000 596 0.00 19.99 0.000 598 0.00 20.06 0.000 600 0.00 20.12 0.000 602 0.00 20.19 0.000 604 0.00 20.26 0.000 606 0.00 20.32 0.000 608 0.00 20.39 0.000 610 0.00 20.46 0.000 612 0.00 20.52 0.000 614 0.00 20.59 0.000 616 0.00 20.66 0.000 618 0.00 20.72 0.000 620 0.00 20.79 0.000 622 0.00 20.86 0.000 624 0.00 20.92 0.000 626 0.00 20.99 0.000 628 0.00 21.06 0.000 630 0.00 21.13 0.000 632 0.00 21.19 0.000 634 0.00 21.26 0.000 636 0.00 21.33 0.000 638 0.00 21.39 0.000 640 0.00 21.46 0.000 642 0.00 21.53 0.000 644 0.00 21.59 0.000 646 0.00 21.66 0.000 648 0.00 21.73 0.000 650 0.00 21.79 0.000 652 0.00 21.86 0.000 654 0.00 21.93 0.000 656 0.00 21.99 0.000 658 0.00 22.06 0.000 660 0.00 22.13 0.000 662 0.00 22.19 0.000 664 0.00 22.26 0.000 666 0.00 22.33 0.000 668 0.00 22.40 0.000 670 0.00 22.46 0.000 672 0.00 22.53 0.000 674 0.00 22.60 0.000 676 0.00 printed: 7/19/2018 1:24 PM Page 8 of 20 22.66 0.000 678 0.00 22.73 0.000 680 0.00 22.80 0.000 682 0.00 22.86 0.000 684 0.00 22.93 0.000 686 0.00 23.00 0.000 688 0.00 23.06 0.000 690 0.00 23.13 0.000 692 0.00 23.20 0.000 694 0.00 23.26 0.000 696 0.00 23.33 0.000 698 0.00 23.40 0.000 700 0.00 23.47 0.000 702 0.00 23.53 0.000 704 0.00 23.60 0.000 706 0.00 23.67 0.000 708 0.00 23.73 0.000 710 0.00 23.80 0.000 712 0.00 23.87 0.000 714 0.00 23.93 0.000 716 0.00 24.00 0.000 718 0.00 24.07 0.000 720 0.00 24.13 0.000 722 0.00 24.20 0.000 724 0.00 24.27 0.000 726 0.00 24.33 0.000 728 0.00 24.40 0.000 730 0.00 24.47 0.000 732 0.00 24.53 0.000 734 0.00 24.60 0.000 736 0.00 24.67 0.000 738 0.00 24.74 0.000 740 0.00 24.80 0.000 742 0.00 24.87 0.000 744 0.00 24.94 0.000 746 0.00 25.00 0.000 748 0.00 25.07 0.000 750 0.00 25.14 0.000 752 0.00 25.20 0.000 754 0.00 25.27 0.000 756 0.00 25.34 0.000 758 0.00 25.40 0.000 760 0.00 25.47 0.000 762 0.00 25.54 0.000 764 0.00 25.60 0.000 766 0.00 25.67 0.000 768 0.00 25.74 0.000 770 0.00 25.80 0.000 772 0.00 25.87 0.000 774 0.00 25.94 0.000 776 0.00 26.01 0.000 778 0.00 26.07 0.000 780 0.00 26.14 0.000 782 0.00 26.21 0.000 784 0.00 26.27 0.000 786 0.00 26.34 0.000 788 0.00 26.41 0.000 790 0.00 26.47 0.000 792 0.00 26.54 0.000 794 0.00 26.61 0.000 796 0.00 26.67 0.000 798 0.00 26.74 0.000 800 0.00 26.81 0.000 802 0.00 26.87 0.000 804 0.00 26.94 0.000 806 0.00 27.01 0.000 808 0.00 printed: 7/19/2018 1:24 PM Page 9 of 20 27.08 0.000 810 0.00 27.14 0.000 812 0.00 27.21 0.000 814 0.00 27.28 0.000 816 0.00 27.34 0.000 818 0.00 27.41 0.000 820 0.00 27.48 0.000 822 0.00 27.54 0.000 824 0.00 27.61 0.000 826 0.00 27.68 0.000 828 0.00 27.74 0.000 830 0.00 27.81 0.000 832 0.00 27.88 0.000 834 0.00 27.94 0.000 836 0.00 28.01 0.000 838 0.00 28.08 0.000 840 0.00 28.14 0.000 842 0.00 28.21 0.000 844 0.00 28.28 0.000 846 0.00 28.35 0.000 848 0.00 28.41 0.000 850 0.00 28.48 0.000 852 0.00 28.55 0.000 854 0.00 28.61 0.000 856 0.00 28.68 0.000 858 0.00 28.75 0.000 860 0.00 28.81 0.000 862 0.00 28.88 0.000 864 0.00 28.95 0.000 866 0.00 29.01 0.000 868 0.00 29.08 0.000 870 0.00 29.15 0.000 872 0.00 29.21 0.000 874 0.00 29.28 0.000 876 0.00 29.35 0.000 878 0.00 29.41 0.000 880 0.00 29.48 0.000 882 0.00 29.55 0.000 884 0.00 29.62 0.000 886 0.00 29.68 0.000 888 0.00 29.75 0.000 890 0.00 29.82 0.000 892 0.00 29.88 0.000 894 0.00 29.95 0.000 896 0.00 30.02 0.000 898 0.00 30.08 0.000 900 0.00 30.15 0.000 902 0.00 30.22 0.000 904 0.00 30.28 0.000 906 0.00 30.35 0.000 908 0.00 30.42 0.000 910 0.00 30.48 0.000 912 0.00 30.55 0.000 914 0.00 30.62 0.000 916 0.00 30.69 0.000 918 0.00 30.75 0.000 920 0.00 30.82 0.000 922 0.00 30.89 0.000 924 0.00 30.95 0.000 926 0.00 31.02 0.000 928 0.00 31.09 0.000 930 0.00 31.15 0.000 932 0.00 31.22 0.000 934 0.00 31.29 0.000 936 0.00 31.35 0.000 938 0.00 31.42 0.000 940 0.00 printed: 7/19/2018 1:24 PM Page 10 of 20 31.49 0.000 942 0.00 31.55 0.000 944 0.00 31.62 0.000 946 0.00 31.69 0.000 948 0.00 31.75 0.000 950 0.00 31.82 0.000 952 0.00 31.89 0.000 954 0.00 31.96 0.000 956 0.00 32.02 0.000 958 0.00 32.09 0.000 960 0.00 32.16 0.000 962 0.00 32.22 0.000 964 0.00 32.29 0.000 966 0.00 32.36 0.000 968 0.00 32.42 0.000 970 0.00 32.49 0.000 972 0.00 32.56 0.000 974 0.00 32.62 0.000 976 0.00 32.69 0.000 978 0.00 32.76 0.000 980 0.00 32.82 0.000 982 0.00 32.89 0.000 984 0.00 32.96 0.000 986 0.00 33.02 0.000 988 0.00 33.09 0.000 990 0.00 33.16 0.000 992 0.00 33.23 0.000 994 0.00 33.29 0.000 996 0.00 33.36 0.000 998 0.00 33.43 0.000 1000 0.00 33.49 0.000 1002 0.00 33.56 0.000 1004 0.00 33.63 0.000 1006 0.00 33.69 0.000 1008 0.00 33.76 0.000 1010 0.00 33.83 0.000 1012 0.00 33.89 0.000 1014 0.00 33.96 0.000 1016 0.00 34.03 0.000 1018 0.00 34.09 0.000 1020 0.00 34.16 0.000 1022 0.00 34.23 0.000 1024 0.00 34.30 0.000 1026 0.00 34.36 0.000 1028 0.00 34.43 0.000 1030 0.00 34.50 0.000 1032 0.00 34.56 0.000 1034 0.00 34.63 0.000 1036 0.00 34.70 0.000 1038 0.00 34.76 0.000 1040 0.00 34.83 0.000 1042 0.00 34.90 0.000 1044 0.00 34.96 0.000 1046 0.00 35.03 0.000 1048 0.00 35.10 0.000 1050 0.00 35.16 0.000 1052 0.00 35.23 0.000 1054 0.00 35.30 0.000 1056 0.00 35.36 0.000 1058 0.00 printed: 7/19/2018 1:24 PM Page 11 Of 20 printed: 7/19/2018 1:24 PM Page 12 of 20 WEIR ORIFICE 1st 2nd EMERGENCY TOTAL TIME INFLOW STORAGE STAGE RISER RISER ORIFICE NOTCH SPILLWAY OUTFLOW min cfs cif fLtl cfs) (cfs) (cfs) (cfs) (cfs) (cfs 0.00 0.00 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 2.00 0.28 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00 4.00 1.10 33 0.01 0.0 0.00 0.00 0.00 0.0 0.00 6.00 2.44 166 0.02 0.0 0.00 0.00 0.00 0.0 0.00 8.00 4.22 458 0.06 0.0 0.00 0.01 0.00 0.0 0.01 10.00 6.38 964 0.12 0.0 0.00 0.02 0.00 0.0 0.02 12.00 8.81 1727 0.20 0.0 0.00 0.04 0.00 0.0 0.04 14.00 11.42 2781 0.31 0.0 0.00 0.05 0.00 0.0 0.05 16.00 14.08 4145 0.44 0.0 0.00 0.06 0.00 0.0 0.06 18.00 16.68 5828 0.59 0.0 0.00 0.07 0.00 0.0 0.07 20.00 19.11 7820 0.77 0.0 0.00 0.09 0.00 0.0 0.09 22.00 21.25 10103 0.97 0.0 0.00 0.10 0.00 0.0 0.10 24.00 23.02 12641 1.18 0.0 0.00 0.11 0.00 0.0 0.11 26.00 24.33 15390 1.41 0.0 0.00 0.12 0.00 0.0 0.12 28.00 25.13 18295 1.64 0.0 0.00 0.13 0.00 0.0 0.13 30.00 25.39 21295 1.88 0.0 0.00 0.14 0.21 0.0 0.35 32.00 25.09 24300 2.12 0.0 0.00 0.15 0.91 0.0 1.06 34.00 24.24 27183 2.34 0.0 0.00 0.16 1.88 0.0 2.04 36.00 22.89 29847 2.54 0.0 0.00 0.16 2.99 0.0 3.15 38.00 21.14 32216 2.72 0.0 0.00 0.17 4.14 0.0 4.31 40.00 19.38 34235 2.87 0.0 0.00 0.18 5.25 0.0 5.42 42.00 17.76 35910 3.00 0.0 0.00 0.18 6.26 0.0 6.44 44.00 16.29 37269 3.10 0.0 0.00 0.18 7.13 0.0 7.31 46.00 14.93 38346 3.18 0.0 0.00 0.18 7.86 0.0 8.05 48.00 13.69 39172 3.24 0.0 0.00 0.19 8.46 0.0 8.64 50.00 12.55 39777 3.28 0.0 0.00 0.19 8.92 0.0 9.11 52.00 11.50 40189 3.31 0.0 0.00 0.19 9.27 0.0 9.46 54.00 10.55 40435 3.33 0.0 0.00 0.19 9.51 0.0 9.70 56.00 9.67 40537 3.34 0.0 0.00 0.19 9.65 0.0 9.84 58.00 8.86 40517 3.34 0.0 0.00 0.19 9.71 0.0 9.90 60.00 8.13 40393 3.33 0.0 0.00 0.19 9.70 0.0 9.88 62.00 7.45 40181 3.31 0.0 0.00 0.19 9.62 0.0 9.81 64.00 6.83 39898 3.29 0.0 0.00 0.19 9.50 0.0 9.69 66.00 6.26 39555 3.27 0.0 0.00 0.19 9.34 0.0 9.53 68.00 5.74 39163 3.24 0.0 0.00 0.19 9.14 0.0 9.33 70.00 5.26 38732 3.20 0.0 0.00 0.19 8.92 0.0 9.10 72.00 4.82 38271 3.17 0.0 0.00 0.18 8.67 0.0 8.86 74.00 4.42 37787 3.14 0.0 0.00 0.18 8.42 0.0 8.60 76.00 4.05 37286 3.10 0.0 0.00 0.18 8.15 0.0 8.33 78.00 3.72 36773 3.06 0.0 0.00 0.18 7.87 0.0 8.05 80.00 3.41 36252 3.02 0.0 0.00 0.18 7.59 0.0 7.77 82.00 3.12 35728 2.98 0.0 0.00 0.18 7.31 0.0 7.49 84.00 2.86 35204 2.94 0.0 0.00 0.18 7.03 0.0 7.21 86.00 2.63 34683 2.90 0.0 0.00 0.18 6.76 0.0 6.93 88.00 2.41 34166 2.87 0.0 0.00 0.17 6.49 0.0 6.66 90.00 2.21 33655 2.83 0.0 0.00 0.17 6.22 0.0 6.39 92.00 2.02 33153 2.79 0.0 0.00 0.17 5.96 0.0 6.13 94.00 1.85 32659 2.75 0.0 0.00 0.17 5.71 0.0 5.88 96.00 1.70 32176 2.72 0.0 0.00 0.17 5.47 0.0 5.64 98.00 1.56 31704 2.68 0.0 0.00 0.17 5.23 0.0 5.40 100.00 1.43 31243 2.65 0.0 0.00 0.17 5.00 0.0 5.17 102.00 1.31 30794 2.61 0.0 0.00 0.17 4.78 0.0 4.95 104.00 1.20 30357 2.58 0.0 0.00 0.17 4.57 0.0 4.74 106.00 1.10 29933 2.55 0.0 0.00 0.16 4.37 0.0 4.53 108.00 1.01 29521 2.52 0.0 0.00 0.16 4.18 0.0 4.34 110.00 0.93 29121 2.49 0.0 0.00 0.16 3.99 0.0 4.15 112.00 0.85 28734 2.46 0.0 0.00 0.16 3.81 0.0 3.97 114.00 0.78 28359 2.43 0.0 0.00 0.16 3.64 0.0 3.80 116.00 0.71 27996 2.40 0.0 0.00 0.16 3.48 0.0 3.64 118.00 0.65 27645 2.37 0.0 0.00 0.16 3.33 0.0 3.48 120.00 0.60 27305 2.35 0.0 0.00 0.16 3.18 0.0 3.34 printed: 7/19/2018 1:24 PM Page 12 of 20 122.00 0.55 26977 2.32 0.0 0.00 0.16 3.04 0.0 3.19 124.00 0.50 26659 2.30 0.0 0.00 0.16 2.90 0.0 3.06 126.00 0.46 26353 2.27 0.0 0.00 0.16 2.77 0.0 2.93 128.00 0.42 26057 2.25 0.0 0.00 0.15 2.65 0.0 2.81 130.00 0.39 25771 2.23 0.0 0.00 0.15 2.54 0.0 2.69 132.00 0.36 25495 2.21 0.0 0.00 0.15 2.42 0.0 2.58 134.00 0.33 25228 2.19 0.0 0.00 0.15 2.32 0.0 2.47 136.00 0.30 24970 2.17 0.0 0.00 0.15 2.22 0.0 2.37 138.00 0.27 24722 2.15 0.0 0.00 0.15 2.12 0.0 2.27 140.00 0.25 24482 2.13 0.0 0.00 0.15 2.03 0.0 2.18 142.00 0.23 24250 2.11 0.0 0.00 0.15 1.95 0.0 2.09 144.00 0.21 24027 2.09 0.0 0.00 0.15 1.86 0.0 2.01 146.00 0.19 23811 2.08 0.0 0.00 0.15 1.78 0.0 1.93 148.00 0.18 23602 2.06 0.0 0.00 0.15 1.71 0.0 1.86 150.00 0.16 23401 2.05 0.0 0.00 0.15 1.64 0.0 1.78 152.00 0.15 23206 2.03 0.0 0.00 0.15 1.57 0.0 1.72 154.00 0.14 23018 2.02 0.0 0.00 0.15 1.50 0.0 1.65 156.00 0.13 22837 2.00 0.0 0.00 0.15 1.44 0.0 1.59 158.00 0.11 22661 1.99 0.0 0.00 0.14 1.38 0.0 1.53 160.00 0.11 22492 1.97 0.0 0.00 0.14 1.33 0.0 1.47 162.00 0.10 22328 1.96 0.0 0.00 0.14 1.27 0.0 1.42 164.00 0.09 22170 1.95 0.0 0.00 0.14 1.22 0.0 1.36 166.00 0.08 22016 1.94 0.0 0.00 0.14 1.17 0.0 1.32 168.00 0.07 21868 1.93 0.0 0.00 0.14 1.13 0.0 1.27 170.00 0.07 21725 1.91 0.0 0.00 0.14 1.08 0.0 1.22 172.00 0.06 21587 1.90 0.0 0.00 0.14 1.04 0.0 1.18 174.00 0.06 21452 1.89 0.0 0.00 0.14 1.00 0.0 1.14 176.00 0.05 21323 1.88 0.0 0.00 0.14 0.96 0.0 1.10 178.00 0.05 21197 1.87 0.0 0.00 0.14 0.92 0.0 1.06 180.00 0.04 21075 1.86 0.0 0.00 0.14 0.89 0.0 1.03 182.00 0.04 20958 1.85 0.0 0.00 0.14 0.85 0.0 0.99 184.00 0.04 20843 1.85 0.0 0.00 0.14 0.82 0.0 0.96 186.00 0.03 20733 1.84 0.0 0.00 0.14 0.79 0.0 0.93 188.00 0.03 20626 1.83 0.0 0.00 0.14 0.76 0.0 0.90 190.00 0.03 20522 1.82 0.0 0.00 0.14 0.73 0.0 0.87 192.00 0.03 20421 1.81 0.0 0.00 0.14 0.70 0.0 0.84 194.00 0.02 20323 1.80 0.0 0.00 0.14 0.68 0.0 0.81 196.00 0.02 20228 1.80 0.0 0.00 0.14 0.65 0.0 0.79 198.00 0.02 20136 1.79 0.0 0.00 0.14 0.63 0.0 0.76 200.00 0.02 20047 1.78 0.0 0.00 0.14 0.60 0.0 0.74 202.00 0.02 19960 1.78 0.0 0.00 0.14 0.58 0.0 0.72 204.00 0.02 19876 1.77 0.0 0.00 0.14 0.56 0.0 0.70 206.00 0.01 19794 1.76 0.0 0.00 0.14 0.54 0.0 0.68 208.00 0.01 19715 1.76 0.0 0.00 0.14 0.52 0.0 0.66 210.00 0.01 19637 1.75 0.0 0.00 0.14 0.50 0.0 0.64 212.00 0.01 19562 1.74 0.0 0.00 0.14 0.48 0.0 0.62 214.00 0.01 19489 1.74 0.0 0.00 0.13 0.47 0.0 0.60 216.00 0.01 19418 1.73 0.0 0.00 0.13 0.45 0.0 0.59 218.00 0.01 19349 1.73 0.0 0.00 0.13 0.43 0.0 0.57 220.00 0.01 19282 1.72 0.0 0.00 0.13 0.42 0.0 0.55 222.00 0.01 19216 1.72 0.0 0.00 0.13 0.40 0.0 0.54 224.00 0.01 19152 1.71 0.0 0.00 0.13 0.39 0.0 0.52 226.00 0.01 19090 1.71 0.0 0.00 0.13 0.38 0.0 0.51 228.00 0.01 19030 1.70 0.0 0.00 0.13 0.36 0.0 0.50 230.00 0.01 18971 1.70 0.0 0.00 0.13 0.35 0.0 0.48 232.00 0.00 18913 1.69 0.0 0.00 0.13 0.34 0.0 0.47 234.00 0.00 18857 1.69 0.0 0.00 0.13 0.33 0.0 0.46 236.00 0.00 18803 1.68 0.0 0.00 0.13 0.32 0.0 0.45 238.00 0.00 18749 1.68 0.0 0.00 0.13 0.30 0.0 0.44 240.00 0.00 18697 1.68 0.0 0.00 0.13 0.29 0.0 0.43 242.00 0.00 18646 1.67 0.0 0.00 0.13 0.28 0.0 0.42 244.00 0.00 18597 1.67 0.0 0.00 0.13 0.27 0.0 0.41 246.00 0.00 18549 1.66 0.0 0.00 0.13 0.26 0.0 0.40 248.00 0.00 18501 1.66 0.0 0.00 0.13 0.26 0.0 0.39 250.00 0.00 18455 1.66 0.0 0.00 0.13 0.25 0.0 0.38 252.00 0.00 18410 1.65 0.0 0.00 0.13 0.24 0.0 0.37 printed: 7/19/2018 1:24 PM Page 13 of 20 254.00 0.00 18366 1.65 0.0 0.00 0.13 0.23 0.0 0.36 256.00 0.00 18323 1.65 0.0 0.00 0.13 0.22 0.0 0.35 258.00 0.00 18281 1.64 0.0 0.00 0.13 0.21 0.0 0.34 260.00 0.00 18240 1.64 0.0 0.00 0.13 0.21 0.0 0.34 262.00 0.00 18199 1.64 0.0 0.00 0.13 0.20 0.0 0.33 264.00 0.00 18160 1.63 0.0 0.00 0.13 0.19 0.0 0.32 266.00 0.00 18121 1.63 0.0 0.00 0.13 0.19 0.0 0.32 268.00 0.00 18084 1.63 0.0 0.00 0.13 0.18 0.0 0.31 270.00 0.00 18047 1.62 0.0 0.00 0.13 0.17 0.0 0.30 272.00 0.00 18010 1.62 0.0 0.00 0.13 0.17 0.0 0.30 274.00 0.00 17975 1.62 0.0 0.00 0.13 0.16 0.0 0.29 276.00 0.00 17940 1.61 0.0 0.00 0.13 0.16 0.0 0.28 278.00 0.00 17906 1.61 0.0 0.00 0.13 0.15 0.0 0.28 280.00 0.00 17873 1.61 0.0 0.00 0.13 0.14 0.0 0.27 282.00 0.00 17840 1.61 0.0 0.00 0.13 0.14 0.0 0.27 284.00 0.00 17808 1.60 0.0 0.00 0.13 0.13 0.0 0.26 286.00 0.00 17776 1.60 0.0 0.00 0.13 0.13 0.0 0.26 288.00 0.00 17745 1.60 0.0 0.00 0.13 0.12 0.0 0.25 290.00 0.00 17715 1.60 0.0 0.00 0.13 0.12 0.0 0.25 292.00 0.00 17685 1.59 0.0 0.00 0.13 0.12 0.0 0.24 294.00 0.00 17656 1.59 0.0 0.00 0.13 0.11 0.0 0.24 296.00 0.00 17627 1.59 0.0 0.00 0.13 0.11 0.0 0.24 298.00 0.00 17599 1.59 0.0 0.00 0.13 0.10 0.0 0.23 300.00 0.00 17571 1.59 0.0 0.00 0.13 0.10 0.0 0.23 302.00 0.00 17544 1.58 0.0 0.00 0.13 0.10 0.0 0.22 304.00 0.00 17517 1.58 0.0 0.00 0.13 0.09 0.0 0.22 306.00 0.00 17491 1.58 0.0 0.00 0.13 0.09 0.0 0.22 308.00 0.00 17465 1.58 0.0 0.00 0.13 0.08 0.0 0.21 310.00 0.00 17439 1.57 0.0 0.00 0.13 0.08 0.0 0.21 312.00 0.00 17414 1.57 0.0 0.00 0.13 0.08 0.0 0.21 314.00 0.00 17390 1.57 0.0 0.00 0.13 0.07 0.0 0.20 316.00 0.00 17365 1.57 0.0 0.00 0.13 0.07 0.0 0.20 318.00 0.00 17342 1.57 0.0 0.00 0.13 0.07 0.0 0.20 320.00 0.00 17318 1.56 0.0 0.00 0.13 0.07 0.0 0.19 322.00 0.00 17295 1.56 0.0 0.00 0.13 0.06 0.0 0.19 324.00 0.00 17272 1.56 0.0 0.00 0.13 0.06 0.0 0.19 326.00 0.00 17250 1.56 0.0 0.00 0.13 0.06 0.0 0.18 328.00 0.00 17227 1.56 0.0 0.00 0.13 0.05 0.0 0.18 330.00 0.00 17206 1.56 0.0 0.00 0.13 0.05 0.0 0.18 332.00 0.00 17184 1.55 0.0 0.00 0.13 0.05 0.0 0.18 334.00 0.00 17163 1.55 0.0 0.00 0.13 0.05 0.0 0.17 336.00 0.00 17142 1.55 0.0 0.00 0.13 0.05 0.0 0.17 338.00 0.00 17121 1.55 0.0 0.00 0.13 0.04 0.0 0.17 340.00 0.00 17101 1.55 0.0 0.00 0.13 0.04 0.0 0.17 342.00 0.00 17081 1.55 0.0 0.00 0.13 0.04 0.0 0.17 344.00 0.00 17061 1.54 0.0 0.00 0.13 0.04 0.0 0.16 346.00 0.00 17041 1.54 0.0 0.00 0.13 0.03 0.0 0.16 348.00 0.00 17022 1.54 0.0 0.00 0.13 0.03 0.0 0.16 350.00 0.00 17003 1.54 0.0 0.00 0.13 0.03 0.0 0.16 352.00 0.00 16984 1.54 0.0 0.00 0.13 0.03 0.0 0.16 354.00 0.00 16965 1.54 0.0 0.00 0.13 0.03 0.0 0.15 356.00 0.00 16947 1.53 0.0 0.00 0.13 0.03 0.0 0.15 358.00 0.00 16928 1.53 0.0 0.00 0.13 0.02 0.0 0.15 360.00 0.00 16910 1.53 0.0 0.00 0.13 0.02 0.0 0.15 362.00 0.00 16893 1.53 0.0 0.00 0.13 0.02 0.0 0.15 364.00 0.00 16875 1.53 0.0 0.00 0.13 0.02 0.0 0.15 366.00 0.00 16857 1.53 0.0 0.00 0.13 0.02 0.0 0.14 368.00 0.00 16840 1.53 0.0 0.00 0.13 0.02 0.0 0.14 370.00 0.00 16823 1.52 0.0 0.00 0.13 0.02 0.0 0.14 372.00 0.00 16806 1.52 0.0 0.00 0.13 0.01 0.0 0.14 374.00 0.00 16789 1.52 0.0 0.00 0.13 0.01 0.0 0.14 376.00 0.00 16772 1.52 0.0 0.00 0.13 0.01 0.0 0.14 378.00 0.00 16756 1.52 0.0 0.00 0.13 0.01 0.0 0.14 380.00 0.00 16740 1.52 0.0 0.00 0.13 0.01 0.0 0.14 382.00 0.00 16723 1.52 0.0 0.00 0.13 0.01 0.0 0.13 384.00 0.00 16707 1.52 0.0 0.00 0.13 0.01 0.0 0.13 printed: 7/19/2018 1:24 PM Page 14 of 20 386.00 0.00 16691 1.51 0.0 0.00 0.13 0.01 0.0 0.13 388.00 0.00 16675 1.51 0.0 0.00 0.13 0.01 0.0 0.13 390.00 0.00 16660 1.51 0.0 0.00 0.13 0.01 0.0 0.13 392.00 0.00 16644 1.51 0.0 0.00 0.13 0.00 0.0 0.13 394.00 0.00 16628 1.51 0.0 0.00 0.13 0.00 0.0 0.13 396.00 0.00 16613 1.51 0.0 0.00 0.13 0.00 0.0 0.13 398.00 0.00 16598 1.51 0.0 0.00 0.13 0.00 0.0 0.13 400.00 0.00 16582 1.51 0.0 0.00 0.13 0.00 0.0 0.13 402.00 0.00 16567 1.50 0.0 0.00 0.12 0.00 0.0 0.13 404.00 0.00 16552 1.50 0.0 0.00 0.12 0.00 0.0 0.13 406.00 0.00 16537 1.50 0.0 0.00 0.12 0.00 0.0 0.13 408.00 0.00 16522 1.50 0.0 0.00 0.12 0.00 0.0 0.12 410.00 0.00 16507 1.50 0.0 0.00 0.12 0.00 0.0 0.12 412.00 0.00 16492 1.50 0.0 0.00 0.12 0.00 0.0 0.12 414.00 0.00 16477 1.50 0.0 0.00 0.12 0.00 0.0 0.12 416.00 0.00 16462 1.50 0.0 0.00 0.12 0.00 0.0 0.12 418.00 0.00 16447 1.49 0.0 0.00 0.12 0.00 0.0 0.12 420.00 0.00 16432 1.49 0.0 0.00 0.12 0.00 0.0 0.12 422.00 0.00 16417 1.49 0.0 0.00 0.12 0.00 0.0 0.12 424.00 0.00 16402 1.49 0.0 0.00 0.12 0.00 0.0 0.12 426.00 0.00 16387 1.49 0.0 0.00 0.12 0.00 0.0 0.12 428.00 0.00 16372 1.49 0.0 0.00 0.12 0.00 0.0 0.12 430.00 0.00 16358 1.49 0.0 0.00 0.12 0.00 0.0 0.12 432.00 0.00 16343 1.49 0.0 0.00 0.12 0.00 0.0 0.12 434.00 0.00 16328 1.48 0.0 0.00 0.12 0.00 0.0 0.12 436.00 0.00 16313 1.48 0.0 0.00 0.12 0.00 0.0 0.12 438.00 0.00 16298 1.48 0.0 0.00 0.12 0.00 0.0 0.12 440.00 0.00 16283 1.48 0.0 0.00 0.12 0.00 0.0 0.12 442.00 0.00 16268 1.48 0.0 0.00 0.12 0.00 0.0 0.12 444.00 0.00 16253 1.48 0.0 0.00 0.12 0.00 0.0 0.12 446.00 0.00 16238 1.48 0.0 0.00 0.12 0.00 0.0 0.12 448.00 0.00 16224 1.48 0.0 0.00 0.12 0.00 0.0 0.12 450.00 0.00 16209 1.48 0.0 0.00 0.12 0.00 0.0 0.12 452.00 0.00 16194 1.47 0.0 0.00 0.12 0.00 0.0 0.12 454.00 0.00 16179 1.47 0.0 0.00 0.12 0.00 0.0 0.12 456.00 0.00 16164 1.47 0.0 0.00 0.12 0.00 0.0 0.12 458.00 0.00 16149 1.47 0.0 0.00 0.12 0.00 0.0 0.12 460.00 0.00 16135 1.47 0.0 0.00 0.12 0.00 0.0 0.12 462.00 0.00 16120 1.47 0.0 0.00 0.12 0.00 0.0 0.12 464.00 0.00 16105 1.47 0.0 0.00 0.12 0.00 0.0 0.12 466.00 0.00 16090 1.47 0.0 0.00 0.12 0.00 0.0 0.12 468.00 0.00 16075 1.46 0.0 0.00 0.12 0.00 0.0 0.12 470.00 0.00 16061 1.46 0.0 0.00 0.12 0.00 0.0 0.12 472.00 0.00 16046 1.46 0.0 0.00 0.12 0.00 0.0 0.12 474.00 0.00 16031 1.46 0.0 0.00 0.12 0.00 0.0 0.12 476.00 0.00 16016 1.46 0.0 0.00 0.12 0.00 0.0 0.12 478.00 0.00 16002 1.46 0.0 0.00 0.12 0.00 0.0 0.12 480.00 0.00 15987 1.46 0.0 0.00 0.12 0.00 0.0 0.12 482.00 0.00 15972 1.46 0.0 0.00 0.12 0.00 0.0 0.12 484.00 0.00 15957 1.45 0.0 0.00 0.12 0.00 0.0 0.12 486.00 0.00 15943 1.45 0.0 0.00 0.12 0.00 0.0 0.12 488.00 0.00 15928 1.45 0.0 0.00 0.12 0.00 0.0 0.12 490.00 0.00 15913 1.45 0.0 0.00 0.12 0.00 0.0 0.12 492.00 0.00 15898 1.45 0.0 0.00 0.12 0.00 0.0 0.12 494.00 0.00 15884 1.45 0.0 0.00 0.12 0.00 0.0 0.12 496.00 0.00 15869 1.45 0.0 0.00 0.12 0.00 0.0 0.12 498.00 0.00 15854 1.45 0.0 0.00 0.12 0.00 0.0 0.12 500.00 0.00 15840 1.45 0.0 0.00 0.12 0.00 0.0 0.12 502.00 0.00 15825 1.44 0.0 0.00 0.12 0.00 0.0 0.12 504.00 0.00 15810 1.44 0.0 0.00 0.12 0.00 0.0 0.12 506.00 0.00 15796 1.44 0.0 0.00 0.12 0.00 0.0 0.12 508.00 0.00 15781 1.44 0.0 0.00 0.12 0.00 0.0 0.12 510.00 0.00 15766 1.44 0.0 0.00 0.12 0.00 0.0 0.12 512.00 0.00 15752 1.44 0.0 0.00 0.12 0.00 0.0 0.12 514.00 0.00 15737 1.44 0.0 0.00 0.12 0.00 0.0 0.12 516.00 0.00 15722 1.44 0.0 0.00 0.12 0.00 0.0 0.12 printed: 7/19/2018 1:24 PM Page 15 of 20 518.00 0.00 15708 1.43 0.0 0.00 0.12 0.00 0.0 0.12 520.00 0.00 15693 1.43 0.0 0.00 0.12 0.00 0.0 0.12 522.00 0.00 15679 1.43 0.0 0.00 0.12 0.00 0.0 0.12 524.00 0.00 15664 1.43 0.0 0.00 0.12 0.00 0.0 0.12 526.00 0.00 15649 1.43 0.0 0.00 0.12 0.00 0.0 0.12 528.00 0.00 15635 1.43 0.0 0.00 0.12 0.00 0.0 0.12 530.00 0.00 15620 1.43 0.0 0.00 0.12 0.00 0.0 0.12 532.00 0.00 15606 1.43 0.0 0.00 0.12 0.00 0.0 0.12 534.00 0.00 15591 1.42 0.0 0.00 0.12 0.00 0.0 0.12 536.00 0.00 15576 1.42 0.0 0.00 0.12 0.00 0.0 0.12 538.00 0.00 15562 1.42 0.0 0.00 0.12 0.00 0.0 0.12 540.00 0.00 15547 1.42 0.0 0.00 0.12 0.00 0.0 0.12 542.00 0.00 15533 1.42 0.0 0.00 0.12 0.00 0.0 0.12 544.00 0.00 15518 1.42 0.0 0.00 0.12 0.00 0.0 0.12 546.00 0.00 15504 1.42 0.0 0.00 0.12 0.00 0.0 0.12 548.00 0.00 15489 1.42 0.0 0.00 0.12 0.00 0.0 0.12 550.00 0.00 15475 1.42 0.0 0.00 0.12 0.00 0.0 0.12 552.00 0.00 15460 1.41 0.0 0.00 0.12 0.00 0.0 0.12 554.00 0.00 15446 1.41 0.0 0.00 0.12 0.00 0.0 0.12 556.00 0.00 15431 1.41 0.0 0.00 0.12 0.00 0.0 0.12 558.00 0.00 15417 1.41 0.0 0.00 0.12 0.00 0.0 0.12 560.00 0.00 15402 1.41 0.0 0.00 0.12 0.00 0.0 0.12 562.00 0.00 15388 1.41 0.0 0.00 0.12 0.00 0.0 0.12 564.00 0.00 15373 1.41 0.0 0.00 0.12 0.00 0.0 0.12 566.00 0.00 15359 1.41 0.0 0.00 0.12 0.00 0.0 0.12 568.00 0.00 15344 1.40 0.0 0.00 0.12 0.00 0.0 0.12 570.00 0.00 15330 1.40 0.0 0.00 0.12 0.00 0.0 0.12 572.00 0.00 15315 1.40 0.0 0.00 0.12 0.00 0.0 0.12 574.00 0.00 15301 1.40 0.0 0.00 0.12 0.00 0.0 0.12 576.00 0.00 15286 1.40 0.0 0.00 0.12 0.00 0.0 0.12 578.00 0.00 15272 1.40 0.0 0.00 0.12 0.00 0.0 0.12 580.00 0.00 15257 1.40 0.0 0.00 0.12 0.00 0.0 0.12 582.00 0.00 15243 1.40 0.0 0.00 0.12 0.00 0.0 0.12 584.00 0.00 15229 1.40 0.0 0.00 0.12 0.00 0.0 0.12 586.00 0.00 15214 1.39 0.0 0.00 0.12 0.00 0.0 0.12 588.00 0.00 15200 1.39 0.0 0.00 0.12 0.00 0.0 0.12 590.00 0.00 15185 1.39 0.0 0.00 0.12 0.00 0.0 0.12 592.00 0.00 15171 1.39 0.0 0.00 0.12 0.00 0.0 0.12 594.00 0.00 15157 1.39 0.0 0.00 0.12 0.00 0.0 0.12 596.00 0.00 15142 1.39 0.0 0.00 0.12 0.00 0.0 0.12 598.00 0.00 15128 1.39 0.0 0.00 0.12 0.00 0.0 0.12 600.00 0.00 15113 1.39 0.0 0.00 0.12 0.00 0.0 0.12 602.00 0.00 15099 1.38 0.0 0.00 0.12 0.00 0.0 0.12 604.00 0.00 15085 1.38 0.0 0.00 0.12 0.00 0.0 0.12 606.00 0.00 15070 1.38 0.0 0.00 0.12 0.00 0.0 0.12 608.00 0.00 15056 1.38 0.0 0.00 0.12 0.00 0.0 0.12 610.00 0.00 15042 1.38 0.0 0.00 0.12 0.00 0.0 0.12 612.00 0.00 15027 1.38 0.0 0.00 0.12 0.00 0.0 0.12 614.00 0.00 15013 1.38 0.0 0.00 0.12 0.00 0.0 0.12 616.00 0.00 14999 1.38 0.0 0.00 0.12 0.00 0.0 0.12 618.00 0.00 14984 1.38 0.0 0.00 0.12 0.00 0.0 0.12 620.00 0.00 14970 1.37 0.0 0.00 0.12 0.00 0.0 0.12 622.00 0.00 14956 1.37 0.0 0.00 0.12 0.00 0.0 0.12 624.00 0.00 14942 1.37 0.0 0.00 0.12 0.00 0.0 0.12 626.00 0.00 14927 1.37 0.0 0.00 0.12 0.00 0.0 0.12 628.00 0.00 14913 1.37 0.0 0.00 0.12 0.00 0.0 0.12 630.00 0.00 14899 1.37 0.0 0.00 0.12 0.00 0.0 0.12 632.00 0.00 14885 1.37 0.0 0.00 0.12 0.00 0.0 0.12 634.00 0.00 14870 1.37 0.0 0.00 0.12 0.00 0.0 0.12 636.00 0.00 14856 1.36 0.0 0.00 0.12 0.00 0.0 0.12 638.00 0.00 14842 1.36 0.0 0.00 0.12 0.00 0.0 0.12 640.00 0.00 14828 1.36 0.0 0.00 0.12 0.00 0.0 0.12 642.00 0.00 14813 1.36 0.0 0.00 0.12 0.00 0.0 0.12 644.00 0.00 14799 1.36 0.0 0.00 0.12 0.00 0.0 0.12 646.00 0.00 14785 1.36 0.0 0.00 0.12 0.00 0.0 0.12 648.00 0.00 14771 1.36 0.0 0.00 0.12 0.00 0.0 0.12 printed: 7/19/2018 1:24 PM Page 16 of 20 650.00 0.00 14756 1.36 0.0 0.00 0.12 0.00 0.0 0.12 652.00 0.00 14742 1.36 0.0 0.00 0.12 0.00 0.0 0.12 654.00 0.00 14728 1.35 0.0 0.00 0.12 0.00 0.0 0.12 656.00 0.00 14714 1.35 0.0 0.00 0.12 0.00 0.0 0.12 658.00 0.00 14700 1.35 0.0 0.00 0.12 0.00 0.0 0.12 660.00 0.00 14686 1.35 0.0 0.00 0.12 0.00 0.0 0.12 662.00 0.00 14671 1.35 0.0 0.00 0.12 0.00 0.0 0.12 664.00 0.00 14657 1.35 0.0 0.00 0.12 0.00 0.0 0.12 666.00 0.00 14643 1.35 0.0 0.00 0.12 0.00 0.0 0.12 668.00 0.00 14629 1.35 0.0 0.00 0.12 0.00 0.0 0.12 670.00 0.00 14615 1.35 0.0 0.00 0.12 0.00 0.0 0.12 672.00 0.00 14601 1.34 0.0 0.00 0.12 0.00 0.0 0.12 674.00 0.00 14587 1.34 0.0 0.00 0.12 0.00 0.0 0.12 676.00 0.00 14572 1.34 0.0 0.00 0.12 0.00 0.0 0.12 678.00 0.00 14558 1.34 0.0 0.00 0.12 0.00 0.0 0.12 680.00 0.00 14544 1.34 0.0 0.00 0.12 0.00 0.0 0.12 682.00 0.00 14530 1.34 0.0 0.00 0.12 0.00 0.0 0.12 684.00 0.00 14516 1.34 0.0 0.00 0.12 0.00 0.0 0.12 686.00 0.00 14502 1.34 0.0 0.00 0.12 0.00 0.0 0.12 688.00 0.00 14488 1.33 0.0 0.00 0.12 0.00 0.0 0.12 690.00 0.00 14474 1.33 0.0 0.00 0.12 0.00 0.0 0.12 692.00 0.00 14460 1.33 0.0 0.00 0.12 0.00 0.0 0.12 694.00 0.00 14446 1.33 0.0 0.00 0.12 0.00 0.0 0.12 696.00 0.00 14432 1.33 0.0 0.00 0.12 0.00 0.0 0.12 698.00 0.00 14418 1.33 0.0 0.00 0.12 0.00 0.0 0.12 700.00 0.00 14403 1.33 0.0 0.00 0.12 0.00 0.0 0.12 702.00 0.00 14389 1.33 0.0 0.00 0.12 0.00 0.0 0.12 704.00 0.00 14375 1.33 0.0 0.00 0.12 0.00 0.0 0.12 706.00 0.00 14361 1.32 0.0 0.00 0.12 0.00 0.0 0.12 708.00 0.00 14347 1.32 0.0 0.00 0.12 0.00 0.0 0.12 710.00 0.00 14333 1.32 0.0 0.00 0.12 0.00 0.0 0.12 712.00 0.00 14319 1.32 0.0 0.00 0.12 0.00 0.0 0.12 714.00 0.00 14305 1.32 0.0 0.00 0.12 0.00 0.0 0.12 716.00 0.00 14291 1.32 0.0 0.00 0.12 0.00 0.0 0.12 718.00 0.00 14277 1.32 0.0 0.00 0.12 0.00 0.0 0.12 720.00 0.00 14263 1.32 0.0 0.00 0.12 0.00 0.0 0.12 722.00 0.00 14249 1.32 0.0 0.00 0.12 0.00 0.0 0.12 724.00 0.00 14235 1.31 0.0 0.00 0.12 0.00 0.0 0.12 726.00 0.00 14222 1.31 0.0 0.00 0.12 0.00 0.0 0.12 728.00 0.00 14208 1.31 0.0 0.00 0.12 0.00 0.0 0.12 730.00 0.00 14194 1.31 0.0 0.00 0.12 0.00 0.0 0.12 732.00 0.00 14180 1.31 0.0 0.00 0.12 0.00 0.0 0.12 734.00 0.00 14166 1.31 0.0 0.00 0.12 0.00 0.0 0.12 736.00 0.00 14152 1.31 0.0 0.00 0.12 0.00 0.0 0.12 738.00 0.00 14138 1.31 0.0 0.00 0.12 0.00 0.0 0.12 740.00 0.00 14124 1.30 0.0 0.00 0.12 0.00 0.0 0.12 742.00 0.00 14110 1.30 0.0 0.00 0.12 0.00 0.0 0.12 744.00 0.00 14096 1.30 0.0 0.00 0.12 0.00 0.0 0.12 746.00 0.00 14082 1.30 0.0 0.00 0.12 0.00 0.0 0.12 748.00 0.00 14068 1.30 0.0 0.00 0.12 0.00 0.0 0.12 750.00 0.00 14055 1.30 0.0 0.00 0.12 0.00 0.0 0.12 752.00 0.00 14041 1.30 0.0 0.00 0.12 0.00 0.0 0.12 754.00 0.00 14027 1.30 0.0 0.00 0.12 0.00 0.0 0.12 756.00 0.00 14013 1.30 0.0 0.00 0.12 0.00 0.0 0.12 758.00 0.00 13999 1.29 0.0 0.00 0.12 0.00 0.0 0.12 760.00 0.00 13985 1.29 0.0 0.00 0.12 0.00 0.0 0.12 762.00 0.00 13971 1.29 0.0 0.00 0.12 0.00 0.0 0.12 764.00 0.00 13958 1.29 0.0 0.00 0.12 0.00 0.0 0.12 766.00 0.00 13944 1.29 0.0 0.00 0.12 0.00 0.0 0.12 768.00 0.00 13930 1.29 0.0 0.00 0.12 0.00 0.0 0.12 770.00 0.00 13916 1.29 0.0 0.00 0.12 0.00 0.0 0.12 772.00 0.00 13902 1.29 0.0 0.00 0.11 0.00 0.0 0.11 774.00 0.00 13889 1.29 0.0 0.00 0.11 0.00 0.0 0.11 776.00 0.00 13875 1.28 0.0 0.00 0.11 0.00 0.0 0.11 778.00 0.00 13861 1.28 0.0 0.00 0.11 0.00 0.0 0.11 780.00 0.00 13847 1.28 0.0 0.00 0.11 0.00 0.0 0.11 printed: 7/19/2018 1:24 PM Page 17 of 20 782.00 0.00 13833 1.28 0.0 0.00 0.11 0.00 0.0 0.11 784.00 0.00 13820 1.28 0.0 0.00 0.11 0.00 0.0 0.11 786.00 0.00 13806 1.28 0.0 0.00 0.11 0.00 0.0 0.11 788.00 0.00 13792 1.28 0.0 0.00 0.11 0.00 0.0 0.11 790.00 0.00 13778 1.28 0.0 0.00 0.11 0.00 0.0 0.11 792.00 0.00 13765 1.28 0.0 0.00 0.11 0.00 0.0 0.11 794.00 0.00 13751 1.27 0.0 0.00 0.11 0.00 0.0 0.11 796.00 0.00 13737 1.27 0.0 0.00 0.11 0.00 0.0 0.11 798.00 0.00 13723 1.27 0.0 0.00 0.11 0.00 0.0 0.11 800.00 0.00 13710 1.27 0.0 0.00 0.11 0.00 0.0 0.11 802.00 0.00 13696 1.27 0.0 0.00 0.11 0.00 0.0 0.11 804.00 0.00 13682 1.27 0.0 0.00 0.11 0.00 0.0 0.11 806.00 0.00 13669 1.27 0.0 0.00 0.11 0.00 0.0 0.11 808.00 0.00 13655 1.27 0.0 0.00 0.11 0.00 0.0 0.11 810.00 0.00 13641 1.27 0.0 0.00 0.11 0.00 0.0 0.11 812.00 0.00 13628 1.26 0.0 0.00 0.11 0.00 0.0 0.11 814.00 0.00 13614 1.26 0.0 0.00 0.11 0.00 0.0 0.11 816.00 0.00 13600 1.26 0.0 0.00 0.11 0.00 0.0 0.11 818.00 0.00 13587 1.26 0.0 0.00 0.11 0.00 0.0 0.11 820.00 0.00 13573 1.26 0.0 0.00 0.11 0.00 0.0 0.11 822.00 0.00 13559 1.26 0.0 0.00 0.11 0.00 0.0 0.11 824.00 0.00 13546 1.26 0.0 0.00 0.11 0.00 0.0 0.11 826.00 0.00 13532 1.26 0.0 0.00 0.11 0.00 0.0 0.11 828.00 0.00 13518 1.25 0.0 0.00 0.11 0.00 0.0 0.11 830.00 0.00 13505 1.25 0.0 0.00 0.11 0.00 0.0 0.11 832.00 0.00 13491 1.25 0.0 0.00 0.11 0.00 0.0 0.11 834.00 0.00 13478 1.25 0.0 0.00 0.11 0.00 0.0 0.11 836.00 0.00 13464 1.25 0.0 0.00 0.11 0.00 0.0 0.11 838.00 0.00 13450 1.25 0.0 0.00 0.11 0.00 0.0 0.11 840.00 0.00 13437 1.25 0.0 0.00 0.11 0.00 0.0 0.11 842.00 0.00 13423 1.25 0.0 0.00 0.11 0.00 0.0 0.11 844.00 0.00 13410 1.25 0.0 0.00 0.11 0.00 0.0 0.11 846.00 0.00 13396 1.24 0.0 0.00 0.11 0.00 0.0 0.11 848.00 0.00 13383 1.24 0.0 0.00 0.11 0.00 0.0 0.11 850.00 0.00 13369 1.24 0.0 0.00 0.11 0.00 0.0 0.11 852.00 0.00 13355 1.24 0.0 0.00 0.11 0.00 0.0 0.11 854.00 0.00 13342 1.24 0.0 0.00 0.11 0.00 0.0 0.11 856.00 0.00 13328 1.24 0.0 0.00 0.11 0.00 0.0 0.11 858.00 0.00 13315 1.24 0.0 0.00 0.11 0.00 0.0 0.11 860.00 0.00 13301 1.24 0.0 0.00 0.11 0.00 0.0 0.11 862.00 0.00 13288 1.24 0.0 0.00 0.11 0.00 0.0 0.11 864.00 0.00 13274 1.23 0.0 0.00 0.11 0.00 0.0 0.11 866.00 0.00 13261 1.23 0.0 0.00 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944.00 0.00 12739 1.19 0.0 0.00 0.11 0.00 0.0 0.11 946.00 0.00 12726 1.19 0.0 0.00 0.11 0.00 0.0 0.11 948.00 0.00 12713 1.19 0.0 0.00 0.11 0.00 0.0 0.11 950.00 0.00 12700 1.19 0.0 0.00 0.11 0.00 0.0 0.11 952.00 0.00 12687 1.19 0.0 0.00 0.11 0.00 0.0 0.11 954.00 0.00 12673 1.18 0.0 0.00 0.11 0.00 0.0 0.11 956.00 0.00 12660 1.18 0.0 0.00 0.11 0.00 0.0 0.11 958.00 0.00 12647 1.18 0.0 0.00 0.11 0.00 0.0 0.11 960.00 0.00 12634 1.18 0.0 0.00 0.11 0.00 0.0 0.11 962.00 0.00 12621 1.18 0.0 0.00 0.11 0.00 0.0 0.11 964.00 0.00 12607 1.18 0.0 0.00 0.11 0.00 0.0 0.11 966.00 0.00 12594 1.18 0.0 0.00 0.11 0.00 0.0 0.11 968.00 0.00 12581 1.18 0.0 0.00 0.11 0.00 0.0 0.11 970.00 0.00 12568 1.18 0.0 0.00 0.11 0.00 0.0 0.11 972.00 0.00 12555 1.17 0.0 0.00 0.11 0.00 0.0 0.11 974.00 0.00 12542 1.17 0.0 0.00 0.11 0.00 0.0 0.11 976.00 0.00 12529 1.17 0.0 0.00 0.11 0.00 0.0 0.11 978.00 0.00 12515 1.17 0.0 0.00 0.11 0.00 0.0 0.11 980.00 0.00 12502 1.17 0.0 0.00 0.11 0.00 0.0 0.11 982.00 0.00 12489 1.17 0.0 0.00 0.11 0.00 0.0 0.11 984.00 0.00 12476 1.17 0.0 0.00 0.11 0.00 0.0 0.11 986.00 0.00 12463 1.17 0.0 0.00 0.11 0.00 0.0 0.11 988.00 0.00 12450 1.17 0.0 0.00 0.11 0.00 0.0 0.11 990.00 0.00 12437 1.17 0.0 0.00 0.11 0.00 0.0 0.11 992.00 0.00 12424 1.16 0.0 0.00 0.11 0.00 0.0 0.11 994.00 0.00 12411 1.16 0.0 0.00 0.11 0.00 0.0 0.11 996.00 0.00 12398 1.16 0.0 0.00 0.11 0.00 0.0 0.11 998.00 0.00 12384 1.16 0.0 0.00 0.11 0.00 0.0 0.11 1000.00 0.00 12371 1.16 0.0 0.00 0.11 0.00 0.0 0.11 1002.00 0.00 12358 1.16 0.0 0.00 0.11 0.00 0.0 0.11 1004.00 0.00 12345 1.16 0.0 0.00 0.11 0.00 0.0 0.11 1006.00 0.00 12332 1.16 0.0 0.00 0.11 0.00 0.0 0.11 1008.00 0.00 12319 1.16 0.0 0.00 0.11 0.00 0.0 0.11 1010.00 0.00 12306 1.15 0.0 0.00 0.11 0.00 0.0 0.11 1012.00 0.00 12293 1.15 0.0 0.00 0.11 0.00 0.0 0.11 1014.00 0.00 12280 1.15 0.0 0.00 0.11 0.00 0.0 0.11 1016.00 0.00 12267 1.15 0.0 0.00 0.11 0.00 0.0 0.11 1018.00 0.00 12254 1.15 0.0 0.00 0.11 0.00 0.0 0.11 1020.00 0.00 12241 1.15 0.0 0.00 0.11 0.00 0.0 0.11 1022.00 0.00 12228 1.15 0.0 0.00 0.11 0.00 0.0 0.11 1024.00 0.00 12215 1.15 0.0 0.00 0.11 0.00 0.0 0.11 1026.00 0.00 12202 1.15 0.0 0.00 0.11 0.00 0.0 0.11 1028.00 0.00 12189 1.14 0.0 0.00 0.11 0.00 0.0 0.11 1030.00 0.00 12176 1.14 0.0 0.00 0.11 0.00 0.0 0.11 1032.00 0.00 12163 1.14 0.0 0.00 0.11 0.00 0.0 0.11 1034.00 0.00 12150 1.14 0.0 0.00 0.11 0.00 0.0 0.11 1036.00 0.00 12137 1.14 0.0 0.00 0.11 0.00 0.0 0.11 1038.00 0.00 12125 1.14 0.0 0.00 0.11 0.00 0.0 0.11 1040.00 0.00 12112 1.14 0.0 0.00 0.11 0.00 0.0 0.11 1042.00 0.00 12099 1.14 0.0 0.00 0.11 0.00 0.0 0.11 1044.00 0.00 12086 1.14 0.0 0.00 0.11 0.00 0.0 0.11 printed: 7/19/2018 1:24 PM Page 19 of 20 1046.00 0.00 12073 1.13 0.0 0.00 0.11 0.00 0.0 0.11 1048.00 0.00 12060 1.13 0.0 0.00 0.11 0.00 0.0 0.11 1050.00 0.00 12047 1.13 0.0 0.00 0.11 0.00 0.0 0.11 1052.00 0.00 12034 1.13 0.0 0.00 0.11 0.00 0.0 0.11 1054.00 0.00 12021 1.13 0.0 0.00 0.11 0.00 0.0 0.11 1056.00 0.00 12008 1.13 0.0 0.00 0.11 0.00 0.0 0.11 1058.00 0.00 11996 1.13 0.0 0.00 0.11 0.00 0.0 0.11 printed: 7/19/2018 1:24 PM Page 20 of 20 1350-Brightwater Pond 2 Storm Water Control SCS curve number Hydraulic Soil Group: B&C Area SCS CN Building (sf) 98 Pavement (sf) 132,613 98 Open space (sf) 56,834 64 Offsite -open space (sf) 132,613 74 Offsite -impervious (sf) 56,834 98 Total (sf) 189447 88 Total (ac) 4.35 0.95 Rational Coefficient Predevelopment Area C Impervious (sf) 0.95 Open space (sf) 189,447 0.30 Total (ac) 189447 0.30 Total (ac) 4.35 Postdevelopment Area C Building (sf) 0.95 Pavement (sf) 132,613 0.95 Open space (sf) 56,834 0.30 Offsite -open space (sf) 0.30 Offsite -impervious (sf) 0.95 Total (ac) 189447 0.76 Total (ac) 4.35 1350 Pond 2 Runoff coefficient calcs.xls Printed 7/19/2018 Brightwater Pond #2 Required Storm Volume Wet Pond Drainage Area: 4.35 acres Impervious Area: 132,613 sf (3.04 ac) % Impervious: 70% 1 inch Storm Event: Rv = 0.05+0.0091 Rv = runoff coefficient 1= percent impervious Rv=0.05+0.009 * 70% = 0.68 For volume that must be controlled: Volume=3,630*Rd*Rv*A Volume = 3,630*(1 inch)*(0.68)*4.35 acres = 10,738 cf SA/DA ratio is 2.51 for a depth of 3 feet Required surface area = 4.35 ac * (0.0251) = 0.1092 ac or 4,756 sf Surface area provided = 9,018 sf 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 On time, every time. I www.4Dsitesolutions.com n z SITE SR 1434 BRUCE JOHNSON ROAD 1-�, IiiIAI ""- NORTH VICINITY MAP NOT TO SCALE EXISTING UTILITY OWNER WATER AND SEWER GHT \]\/AT E R PONDS STORM � � � SITE'DE'VELOPMENT PLANS HARNETT COUNTY DEPARTMENT OF PUBLIC UTILITIES 700 McKinney Parkway Lillington, NC 27546 910-893-7575 n Contact: Shane Cummings, P� AICI SII \ / D SD p A, —t Know what's below. Cal before you dig. CIVIL ENGINEER 4D SITE SOLUTIONS, INC. 409 Chicago Drive - Suite 112 Fayetteville, North Carolina 28306 910-426-6777 Contact: Scott Brown, PE email: sbrown@4dsitesolutions.com NEILLS CREEK TOWNSHIP LILLINGTON, NORTH CAROLINA HARNETT COUNTY INDEX OF DRAWINGS C1.0 - SITE PLAN C2.0 - GRADING AND EROSION CONTROL PLAN C2.1 - DRAINAGE AREA MAP C3.0 - PROFILES C4.0 - EROSION CONTROL & STORM DETAILS C4.1 - EROSION CONTROL & STORM DETAILS NCDOT \ 1" DISK _i' OWNER/DEVELOPER HARNETT COUNTY 900 South 9th Street Lillington, North Carolina 27546 910-814-6156 Contact: Amanda Bader, PE email: abader@harnett.org \I NCDOT \' DISK PP / SURVEYOR 4D SITE SOLUTIONS, INC. 409 Chicago Drive - Suite 112 Fayetteville, North Carolina 28306 910-426-6777 Contact: Jimmy Holland, PLS email: jholland@4dsitesolutions.com �`ZQe;OFesS SEA 02 THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 wwwAD site solutions.com REVISIONS i� PROJECT NAME BRIGHTWATER STORM PONDS TAX ID# 0560-79-1646.000 BRIGHTWATER DRIVE NEILLS CREEK TOWNSHIP LILLINGTON HARNETT COUNTY NORTH CAROLINA CLIENT HARNETT COUNTY ENGINEERING 900 South 9th Street Lillington, North Carolina 27546 Phone: (910) 814-6156 Fax: (910) 814-4041 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 DRAWING SCALE SEE SHEETS DATE RELEASED JULY 4, 2018 a SR 1434 � BRUCE JOHNSON ROAD I / / s`� I I / / SITE ' I / / 41 O 7� i v / , NORTH VICINITY MAP NOT TO SCALE I I 01 o , i INV I 54.81 / / / / I I I 1" 0j EIPO __ y A / INV INV I - — — — — — — — INV — — — — — — — — A 149.85 152.24 152.69 153.57 I NCDOT D 24" RCP SD 1" DISK / PP PP T EIPO a in in I N V FP 0 155.09 VSs 18" RCP CI #8893C, #8894 �C, HOOD 157.66 HOOD 157.94 _ At— ci #9100 _ INV OUT 153.02 INV OUT 153.90 HOOD 157.58 INV OUT 153.92 CI #8895 = HOOD 158.90 LEGEND: INV OUT 155.28 E"Z ECM -EXISTING CONCRETE MONUMENT 225 MAJOR CONTOUR \ EIP Oo EIP-EXISTING IRON PIPE 217 MINOR CONTOUR EIS O EIS -EXISTING IRON STAKE x 208.47' SPOT ELEVATION ENLO ENL -EXISTING NAIL -Q� BENCHMARK EPKO EPK-EXISTING PK NAIL M� MAILBOX ERBO ERB-EXISTING REBAR pp UTILITY POLE o COMPUTED POINT C• GUY WIRE wV N/F - NOW OR FORMERLY D4 WATER VALVE R/W - RIGHT OF WAY � pE'FIRE HYDRANT PROPERTY LINE lJ SANITARY SEWER MANHOLE ADJACENT PROPERTY LINE HARDWOOD TREE RIGHT-OF-WAY 0 WETLANDS SD STORM DRAINAGE RIP RAP w WATER LINE ACCESS/MAINTENANCE EASEMENT OVERHEAD UTILITY WETLANDS PERMANENT EASEMENT X FENCE LINE WOODEN FENCE TREE LINE LU LU Q� H r o FF C 00 US HWY 401 \ PUBLIC R/W VARIES INV OUT 156.43 J N 0 0 GRAPHIC SCALE 40 0 20 40 80 ( IN FEET ) 1 inch = 40 ft. 160 vsite solutions ng I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CARO SEA • 02 •• G � NE ••: ja�� V//;, 00 11111�� ``` 0-7- Oy ]g REVISIONS PROJECT NAME BRIGHTWATER STORM PONDS SITE PLAN CLIENT HARNETT COUNTY ENGINEERING 900 South 9th Street Lillington, North Carolina 27546 Phone: (910) 814-6156 Fax: (910) 814-4041 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 DRAWING SCALE HORIZONTAL: 1 "=40' DATE RELEASED JULY 4, 2018 SHEET NUMBER C-1 no Q SR 1434 BRUCE JOHNSON ROAD GRADING NOTES / / / / EROSION CONTROL NOTES GROUND STABILIZATION CHART \ 1. THE CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ALL 1. SEDIMENT WILL BE REMOVED FROM BEHIND THE SEDIMENT FENCE WHEN IT LAND DISTURBING ACTIVITIES AND ENSURE COMPLIANCE BECOMES ABOUT 0.5' DEEP AT THE FENCE. THE SEDIMENT FENCE WILL BE WITH THE APPROVED EROSION AND SEDIMENTATION / REPAIRED AS NEEDED TO MAINTAIN A PROPER BARRIER. �Q CONTROL PLAN. THE CONTRACTOR SHALL INSPECT AND / 2. TEMPORARY EROSION CONTROL FACILITIES AND/OR PERMANENT FACILITIES MAINTAIN ALL EROSION CONTROL DEVICES AND CLEAR ANY / INTENDED TO CONTROL EROSION OF AND EARTH DISTURBANCE OPERATION SHALL DEBRIS LEAVING THE SITE ON NEIGHBORING ROADS. BE INSTALLED BEFORE ANY EARTH DISTURBANCE OPERATIONS TAKE PLACE OR 2. EXISTING GROUND UPON WHICH FILL OR BASE IS TO BE / AT THE EARLIEST POSSIBLE POINT DURING CONSTRUCTION. SITE PLACED SHALL BE CLEARED OF WEEDS, DEBRIS, TOPSOIL, 3. TEMPORARY & PERMANENT EROSION CONTROL MEASURES SHALL BE AND ALL OTHER DELETERIOUS MATERIALS; NO FILL SHALL / / CONSTRUCTED PER THE DETAILS HEREIN, OR SHALL BE CONSTRUCTED IN BE PLACED UNTIL PREPARATION OF THE EXISTING GROUND ACCORDANCE WITH THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HAS BEEN COMPLETED PLANNING AND DESIGN MANUAL. 3. PROTECTIVE MEASURES SHALL BE TAKEN BY THE / 4. THE CONTRACTOR MUST NOTIFY THE APPROPRIATE NCDEQ OFFICE A MINIMUM OF CONTRACTOR AND THE OWNER TO PROTECT ADJACENT / 48 HOURS PRIOR TO BEGINNING ANY LAND DISTURBING ACTIVITIES. PROPERTY, THE PUBLIC AND UTILITIES DURING GRADING 910-433-3300 41 p OPERATIONS. THE CONTRACTOR ASSUMES ALL LIABILITY FOR 5. REMOVE ALL SOILS AND SEDIMENTS TRACKED OR OTHERWISE DEPOSITED ONTO co �� THE UNDERGROUND UTILITY PIPES, CONDUITS, OR / PUBLIC AND PRIVATE PAVEMENT AREAS. REMOVAL SHALL BE ON A DAILY BASIS �i STRUCTURES, WHETHER SHOWN OR NOT ON THE PLAN / WHEN TRACKING OCCURS. -;SS 401 �� / 4. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO VERIFY / 6. LOCATE SOIL STOCKPILES NO LESS THAN TWENTY-FIVE (25) FEET FROM ANY O y THE LOCATION OF ALL UTILITIES OR STRUCTURES ABOVE AND BELOW GROUND, SHOWN OR NOT SHOWN ON THESE PUBLIC OR PRIVATE ROADWAY OR DRAINAGE CHANNEL. IF REMAINING FOR MORE FTT / THAN SEVEN DAYS, STABILIZE THE STOCKPILES BY VEGETATIVE COVER, TARPS, 125,205 SF PLANS. THEY WILL BE HELD RESPONSIBLE FOR ALL DAMAGE / OR OTHER MEANS. CONTROL EROSION FROM ALL STOCKPILES BY PLACING SILT (2,87 AC) <�O �P TO ANY UTILITIES OR STRUCTURES CAUSED BY HIS BARRIERS AROUND THE PILES. TEMPORARY STOCKPILES LOCATED ON PAVED OPERATION. / SURFACES MUST BE NO LESS THAN FIVE FEET FROM THE DRAINAGE/GUTTER 5. ALL CUT AND FILL SLOPES SHOULD BE INVESTIGATED BOTH LINE AND SHALL BE COVERED IF LEFT MORE THAN 24 HOURS. DURING AND AFTER GRADING BY THE CONTRACTOR TO � 7. MAINTAIN ALL TEMPORARY EROSION AND SEDIMENT CONTROL DEVICES IN PLACE DETERMINE IF ANY SLOPE STABILITY PROBLEMS EXIST, IF IT UNTIL THE CONTRIBUTING DRAINAGE AREA HAS BEEN STABILIZED. INSPECT �UA�TY is nrrrDkAmirn TWAT TWrDr is A ci nor CTARII ITV _ _ _ _ _ _ _ _ SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, SWALES, DITHCES 7 DAYS NONE AND SLOPES HIGH QUALITY WATER (HQW) 7 DAYS NONE ZONES IF SLOPES ARE 10' OR SLOPES STEEPER LESS IN LENGTH AND ARE THAN 3:1 7 DAYS NOT STEEPER THAN 2:1, 14 DAYS ARE ALLOWED SLOPES 3:1 OR 7 -DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET IN LENGTH ALL OTHER AREAS NONE WITH SLOPES FLATTER 14 DAYS (EXCEPT FOR THAN 4:1 PERIMETERS AND HQW ZONES) SCOTT DRAWN BY: SCOTT ORARYCONTROL CHRIS PROJECT NUMBER: 1350 . ■��^ ■ ■ ■ \ """` """ "'^' "" ` "' TEMPORARY EROSION AND SEDIMENT CON IROL DEVICES ON A DAILY BASIS AND / PROBLEM THE ENGINEER OF RECORD SHOULD BE NOTIFIED. REPLACE DETERIORATED, DAMAGED, OR ROTTED EROSION CONTROL DEVICES / 6. STOCKPILE AREAS THAT WILL EXCEED 10' IN HEIGHT IMMEDIATELY. / SHOULD BE GRADED WITH 3:1 SLOPES AND SURROUNDED 8. TEMPORARILY OR PERMANENTLY STABILIZE ALL DENUDED AREAS WHICH HAVE VICINITY MAP / BY SILT FENCE. BEEN FINISH GRADED, AND ALL DENUDED AREAS IN WHICH GRADING OR SITE 7. APPROVED COPIES OF THE GRADING AND EROSION CONTROL BUILDING CONSTRUCTION OPERATIONS ARE NOT ACTIVELY UNDERWAY AGAINST NOT TO SCALE PLANS SHALL BE ON THE PERMITTED SITE WHILE WORK IS EROSION DUE TO RAIN, WIND AND RUNNING WATER WITHIN 14 DAYS. USE IN PROGRESS. SEEDING AND MULCHING, EROSION CONTROL MATTING, AND/OR SODDING AND / / / 8. ALL EXISTING DRAINAGE COURSES THROUGH THIS SITE STAKING IN GREEN SPACE AREAS AND OTHERWISE APPROPRIATE MEASURES. USE / SHALL REMAIN IN A CONDITION SUCH THAT THEY CAN EARLY APPLICATION OF GRAVEL BASE ON AREAS TO BE PAVED./ / TRANSPORT THE NATURAL DRAINAGE UNTIL FACILITIES TO 9. DO NOT REMOVE ANY EROSION AND SEDIMENT CONTROL DEVICES AFTER THE HANDLE THE STORM WATER ARE CONSTRUCTED. THE PROTECTED AREA HAS UNDERGONE FINAL STABILIZATION AND PERMANENT / CONTRACTOR SHALL BE RESPONSIBLE FOR ANY DAMAGE// DUE TO OBSTRUCTING NATURAL DRAINAGE PATTERNS. VEGETATION HAS BEEN ESTABLISHED, IT IS RECOMMENDED THAT NCDEQ APPROVE 9 ANY DEVIATION FROM THE APPROVED GRADING PLAN THE ACTION PRIOR TO REMOVAL. i ■ I I ■ I ' I ■ 1 � ■ I ' I ♦ I ` ` 1 I I 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE / // SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR _ INITIATION OF CONSTRUCTION ACTIVITY. / �� p \ - - TO IMPLEMENTATION OF THE CHANGE. k /O \ \ ♦ � 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE / Q� J 1'l / 0 10. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR OVER ALL OTHER CONSTRUCTION ACTIVITIES. / �� N MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND / �C� �P� /// .1\ �� 1' `1' `1' TEMPORARY EROSION CONTROL BLANKET OR EQUAL / y�P / / 0 > / � PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. / SUBSTITUTE. 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR// ` \ �I 001 / \ `1' go \ -"11. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT G G / \ / THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED. IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BEQ)� � -7I� 14/ 14/MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. / O / I 0 _ \ 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS .01 TEMPORARY c / / \ ■ �' COC I SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY i CONSTRUCTION /� \\ \ \ ■ - V VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR ENTRANCE I �v SF - SOC\ STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 / / �O\ 7 I -� .� 159 FOREBAY CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR / > TEMPORARY DIVERSION BERM r -INV AT END: 146.00' OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES \�iL TO BE SEEDED WITHIN 7 DAYS ■ - - _ _ / I I I INV AT GABION: 147.00' OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. / / / �O 0 \� (TYP) ■ 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN / i \ \ / f EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 /1 / / �I /O/ rs4 S6' 00,94,111 SF WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING J � /SS (2.16 AC) COMPLETION OF CONSTRUCTION DEVELOPMENT. / \ ■ 0 � �C 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES � � / O // ^ham ^h^ /Sa SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT l \ -70 \ \ DIV DIV OC DURING THE COURSE OF CONSTRUCTION. 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND so pOA �� \�L STOCKPILE AREA 13 f CO MULCHED ACCORDING TO THE DETAILS HEREIN. I� 10' MAINTENANCE C / o c �� / 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS O\ 106,564 SF TEMPORARY SILT ACCESS /�_ \ AMANDA BADER, PE. CONTACT 910-814-6156. / (2.15 AC) ` FENCE (TYP) / / l0 /� CI #8952 HOOD 168.47 _ p / OV h^ \ O\ LIMITS U INV IN 163.83 / \ LIMITS OF CONSTRUCTION � � \ c7N / ( 3.4 AC / INV OUT 163.80 s. / // `oc, CONSTRUCTION 30' EMERGENCY / ^ � rJ2 °O /� / 1'00 10' MAINTENANCE o J�1.6 AC / / \ TOP OF SHELF SPILLWAY TO BE /r,F �N �� ^ha ELEV: 152.50' r�3 �\\ \ / �� \�\\ / / �o O ACCESS > / COVERED WITH \ � LO / � wv � \� � / - � \00,� TURF REINFORCED) �� 3 r�4 l I I C / �y� 163. \�. r� _ / oo/ I MATTING OG 5F �c I r�5 / ��ATEMPORARY / /�� gl GABION BAFFLE \SILT FENCE ^5ti (b, ELEV: 152.00' 7,1s. I I 00 / \\ ��\�s \� \ / \ L v(TYP) s IIIIIIIIII II 1 I \ / / \\ < i 6' y OJ I I I f -EXISTING STOCKPILE X00 / // oc' BOTTOM OF SHELF \ \\\\ o ELEV: 151.50' II I I \ / III ** / / \\ \ i °° EXPAND EXISTING STOCKPILE -OREBAY \ \ _ / \ oV s WET POND #1 PERMANENT WET POND 1 �/J I I r I 1 WITH MATERIAL FROM POND #1 \� \�\�\ \\ DIV DIV iti \ ,NV AT END: 151.00' WATER SURFACE: " 152.00' \ \\ \\ / O / �\ \� . s2 \ h o INV AT GABION: 152.00' \ \ PERMANENT WET POND #2 I 1 YR HIGH WATER: 5. - / 1 / \\� WATER SURFACE: 157.00' Ir - 10 YR HIGH WATER: 155.78' _ / 1 YR HIGH WATER: 158.45' ^moo LO LO dN TOP OF POND: 157.00' ��/ / / 10 Ir- ? HIGH WATER: 160.34' VO u- INVERT OF POND: 146.00' O \ / e o >� N \ / n / TOP OF POND: 161.50' h �� EMERGENCY SPILLWAY: 156.00' - \ \ � � � ✓,y ** 1 / INVERT OF POND: 151.00' � 00 �, GABION BAFFLE I EMERGENCY SPILLWAY: 160.50' ELEV: BAFFLE \ AFTER SITE IS STABILIZED, � CONVERT SEDIMENT BASIN TO\ -fin O7 / / **AFTER SITE IS STABILIZED, INV / ^�� h PERMANENT WET POND AS CONVERT SEDIMENT BASIN TO \81 rn 46 I 167,445 SF SHOWN. / TEMPORARY / PERMANENT WET POND AS ti SSA 3.84 AC / CONSTRUCTION � 2 ^� 1 'Ss `RI -1 ( ) ENTRANCE / SHOWN. \ / v as ^ 65,765 SF CONCRETE�N �_�, ^�' �� / \ / 1.51 AC / h \ ANTI -SEEP p / \ COLLAR\ 's5 *ATTACH A 2.5" FAIRCLOTH SKIMMER WITH A ^� 154 X41 2.3" DIAMETER ORIFICE FOR DEWATERING THE `�O� �S � rsi � SKIMMER BASIN DURING CONSTRUCTION. 1 ► 75,191 SF 41.63 LF ® 1.68%� V A \ V n / 1 (1.73 AC) \ i ! 30" RCP *ATTACH A 2" FAIRCLOTH SKIMMER WITH A \ Jos FES -2 �S 15�_'�S - ��' �1�p \ \ \ 1 1 1.7" DIAMETER ORIFICE FOR DEWATERING THE Q SKIMMER BASIN DURING CONSTRUCTION. (b 1142TEMPORARY DIVERSION BERM \ I / ^�' TO BE SEEDED WITHIN 7 DAYS / 007 00 0(RIP RAP DISSIPATER \ / \ (TYP) \ I 1 C°O rse R� % s; / L=15' W=7.5/17.5' '//p \ I LU 61 l Dw--8" DuAx=12" D i In\ ,3, rs0 CLASS B 18° THICK 007 \ A10 _ \ W I 20' EMERGENCY � ®� < I SPILLWAY TO BE °O III \ 00 410 A10 A10 AIQ . \ I > I TBM COVERED WITH CONCRETE W 4D DISK #1 TURF REINFORCED I MATTING \ '� o 1 Q E 2,056,8230606 �° ANTI -SEEP 001 001 001 001 001 \ 00 O COLLAR .(TOP OF SHELF �^ ELEV: 157.50' BOTTOM OF SHELF ELEV: 156.50' t� O Ck O I ♦♦ > b FES -4 / 001 001 00-1 I > v I ELEV 163.90 gF J ■ i ■ 1 \ \ I = m I NC GRID NAD D 83 ` LOC / I / � \ 7 \ /S 1., EIP (D D NAVD 88 / _ \ LOC LOC LOC J I / RIP RAP DISSIPATER � ■ INV � 1 �` J �\ L=12' W=6'/14' j INV INV Deo=8" DMAx=12" I f 149.85 152.69 NCDOT NCDOT � 152.24'- � � 153_57 / _/ � �r 24" RCP - 155 1" DISK _/ / 1„ INV / _ - 154 � IP DISK PP INV /�- �/ // SD _��= 154 - /� //_,:! �� i/- P T EIP __ // -- ♦ // -- -- -- -- -- -\ Ep -- -- -- -- -- -- -- -_� _- 155.59 24 SD CP CLASS B 18"J THICK �� ■ �- SDNV - INV / 24" RCP X155.44_ - - � IN P 155.68 n LO --155.09 S, / 18" RCP 157 - CI #8893 CI #8894 158 SOA_ 1 HOOD 157.66 A$ CI 9011 0 INV OUT 153.02 HOOD 157.94 r HOOD 160.63 CI #9100 - INV OUT 153.90 _ INV OUT 156.43 HOOD 157.58 "I #8895 INV OUT 153.92 LEGEND: NOTIFICATION OF COMBINED SELF-MONITORING AND \ N SELF -INSPECTION FORM: US HWY 401 ECM® ECM -EXISTING CONCRETE MONUMENT 225 MAJOR CONTOUR PUBLIC R W VARIES EIP Oo EIP-EXISTING IRON PIPE 217 MINOR CONTOUR THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN Els 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR " O EIS -EXISTING IRON STAKE x 208.47' SPOT ELEVATION LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH ENLO ENL -EXISTING NAIL BENCHMARK , PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EPK EROSION AND SEDIMENTATION CONTROL PLAN IS BEING O EPK-EXISTING PK NAIL © MAILBOX , FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE CONSTRUCTION SEQUENCE ERe0 ERB-EXISTING REBAR PP• UTILITY POLE ® INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. o COMPUTED POINT C• GUY WIRE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND wv TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS HOLD PRE CONSTRUCTION CONFERENCE. N/F - NOW OR FORMERLY D4 WATER VALVE AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY o R/W - RIGHT OF WAY FIRE HYDRANT DEVELOPED A COMBINED FORM. THE SELF -INSPECTION DIVERSION BERMS AND TEMPORARY SILT FENCE WHERE PROPERTY LINE SANITARY SEWER MANHOLEPROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING SPECIFIED, Know what s b@IOW. PROGRAM OF THE NPDES STORMWATER PERMIT FOR 3. CONSTRUCT TEMPORARY SEDIMENT BASINS. ADJACENT PROPERTY LINE HARDWOOD TREE CONSTRUCTION ACTIVITIES. THE FOCUS OF THE 4. CLEAR AND GRUB THE SITE AS NEEDED. -- RIGHT-OF-WAY OWETLANDS Call before you dig. SELF -INSPECTION REPORT IS THE INSTALLATION AND 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING �c MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL TO AREAS REMAIN GRASSED. (Z' SD STORM DRAINAGE =RIP RAP MEASURES ACCORDING TO THE APPROVED PLAN. THE 6. PERFORM FINE GRADING. ��d GRAPHIC SCALE w WATER LINE ACCESS/MAINTENANCE EASEMENT INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 7. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED OVERHEAD UTILITY THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND AREAS. �d 40 0 20 40 80 COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: 8. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO WETLANDS HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION REMOVE ALL TEMPORARY MEASURES. PERMANENT EASEMENT 9. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED X FENCE LINE IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. J ( IN FEET ) WOODEN FENCE 433-3300. TREE LINE 1 inch = 40 ft. THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED site solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CARO,��'' � -04 0 SS /0% SEA 02 .GINE .•: ja�� 19 0O U -7 -Uy 18 REVISIONS PROJECT NAME BRIGHTWATER STORM PONDS GRADING AND EROSION CONTROL PLAN CLIENT HARNETT COUNTY ENGINEERING 900 South 9th Street Lillington, North Carolina 27546 Phone: (910) 814-6156 Fax: (910) 814-4041 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT ORARYCONTROL CHRIS PROJECT NUMBER: 1350 i ■ I I ■ I ' I ■ 1 � ■ I ' I ♦ I ` ` 1 I I 10. THE CONSTRUCTION ENTRANCE SHALL BE INSTALLED CONCURRENTLY WITH THE / // SHOULD BE REPORTED TO THE ENGINEER OF RECORD PRIOR _ INITIATION OF CONSTRUCTION ACTIVITY. / �� p \ - - TO IMPLEMENTATION OF THE CHANGE. k /O \ \ ♦ � 11. THE INSTALLATION OF EROSION CONTROL MEASURES SHALL TAKE PRECEDENCE / Q� J 1'l / 0 10. ALL SLOPES 3:1 OR STEEPER THAT EXTEND TEN FEET OR OVER ALL OTHER CONSTRUCTION ACTIVITIES. / �� N MORE SHALL BE LINED WITH NORTH AMERICAN GREEN S75 12. THE PERMITTEE SHALL BE HELD RESPONSIBLE FOR THE ACTIONS AND / �C� �P� /// .1\ �� 1' `1' `1' TEMPORARY EROSION CONTROL BLANKET OR EQUAL / y�P / / 0 > / � PERFORMANCE OF ANY OTHER PARTIES PERFORMING WORK ON THIS PROJECT. / SUBSTITUTE. 13. ALL EROSION AND SEDIMENT CONTROL PRACTICES WILL BE CHECKED FOR// ` \ �I 001 / \ `1' go \ -"11. STORM PIPE DISTANCES SHOWN ARE TO THE CENTER OF STABILITY AND OPERATION FOLLOWING EVERY RUNOFF -PRODUCING RAINFALL BUT G G / \ / THE BOX FOR ALL STRUCTURES UNLESS OTHERWISE NOTED. IN NO CASE LESS THAN ONCE EVERY WEEK. ANY NEEDED REPAIRS WILL BEQ)� � -7I� 14/ 14/MADE IMMEDIATELY TO MAINTAIN ALL PRACTICES AS DESIGNED. / O / I 0 _ \ 14. PURSUANT TO G.S. 113A-57(2), THE ANGLE FOR GRADED SLOPES AND FILLS .01 TEMPORARY c / / \ ■ �' COC I SHALL BE NO GREATER THAN THE ANGLE THAT CAN BE RETAINED BY i CONSTRUCTION /� \\ \ \ ■ - V VEGETATIVE COVER OR OTHER ADEQUATE EROSION CONTROL DEVICES OR ENTRANCE I �v SF - SOC\ STRUCTURES. IN ANY EVENT, SLOPES LEFT EXPOSED WILL, WITHIN 7 OR 14 / / �O\ 7 I -� .� 159 FOREBAY CALENDAR DAYS OF COMPLETION OF ANY PHASE OF GRADING, BE PLANTED OR / > TEMPORARY DIVERSION BERM r -INV AT END: 146.00' OTHERWISE PROVIDED WITH TEMPORARY OR PERMANENT GROUND COVER, DEVICES \�iL TO BE SEEDED WITHIN 7 DAYS ■ - - _ _ / I I I INV AT GABION: 147.00' OR STRUCTURES SUFFICIENT TO RESTRAIN EROSION. PURSUANT TO G.S. / / / �O 0 \� (TYP) ■ 113A-57(3), PROVISIONS FOR PERMANENT GROUND COVER SUFFICIENT TO RETAIN / i \ \ / f EROSION MUST BE ACCOMPLISHED FOR ALL DISTURBED AREAS WITHIN 14 /1 / / �I /O/ rs4 S6' 00,94,111 SF WORKING DAYS OR 90 CALENDAR DAYS (WHICHEVER IS SHORTER) FOLLOWING J � /SS (2.16 AC) COMPLETION OF CONSTRUCTION DEVELOPMENT. / \ ■ 0 � �C 15. CONTRACTOR IS RESPONSIBLE FOR INSTALLING ALL EROSION CONTROL MEASURES � � / O // ^ham ^h^ /Sa SHOWN AND ANY ADDITIONAL MEASURES REQUIRED TO CONTROL THE SEDIMENT l \ -70 \ \ DIV DIV OC DURING THE COURSE OF CONSTRUCTION. 16. ALL SEEDED AREAS WILL BE FERTILIZED, RESEEDED AS NECESSARY, AND so pOA �� \�L STOCKPILE AREA 13 f CO MULCHED ACCORDING TO THE DETAILS HEREIN. I� 10' MAINTENANCE C / o c �� / 17. THE CONTACT PERSON FOR EROSION CONTROL ISSUES THAT ARISE ON SITE IS O\ 106,564 SF TEMPORARY SILT ACCESS /�_ \ AMANDA BADER, PE. CONTACT 910-814-6156. / (2.15 AC) ` FENCE (TYP) / / l0 /� CI #8952 HOOD 168.47 _ p / OV h^ \ O\ LIMITS U INV IN 163.83 / \ LIMITS OF CONSTRUCTION � � \ c7N / ( 3.4 AC / INV OUT 163.80 s. / // `oc, CONSTRUCTION 30' EMERGENCY / ^ � rJ2 °O /� / 1'00 10' MAINTENANCE o J�1.6 AC / / \ TOP OF SHELF SPILLWAY TO BE /r,F �N �� ^ha ELEV: 152.50' r�3 �\\ \ / �� \�\\ / / �o O ACCESS > / COVERED WITH \ � LO / � wv � \� � / - � \00,� TURF REINFORCED) �� 3 r�4 l I I C / �y� 163. \�. r� _ / oo/ I MATTING OG 5F �c I r�5 / ��ATEMPORARY / /�� gl GABION BAFFLE \SILT FENCE ^5ti (b, ELEV: 152.00' 7,1s. I I 00 / \\ ��\�s \� \ / \ L v(TYP) s IIIIIIIIII II 1 I \ / / \\ < i 6' y OJ I I I f -EXISTING STOCKPILE X00 / // oc' BOTTOM OF SHELF \ \\\\ o ELEV: 151.50' II I I \ / III ** / / \\ \ i °° EXPAND EXISTING STOCKPILE -OREBAY \ \ _ / \ oV s WET POND #1 PERMANENT WET POND 1 �/J I I r I 1 WITH MATERIAL FROM POND #1 \� \�\�\ \\ DIV DIV iti \ ,NV AT END: 151.00' WATER SURFACE: " 152.00' \ \\ \\ / O / �\ \� . s2 \ h o INV AT GABION: 152.00' \ \ PERMANENT WET POND #2 I 1 YR HIGH WATER: 5. - / 1 / \\� WATER SURFACE: 157.00' Ir - 10 YR HIGH WATER: 155.78' _ / 1 YR HIGH WATER: 158.45' ^moo LO LO dN TOP OF POND: 157.00' ��/ / / 10 Ir- ? HIGH WATER: 160.34' VO u- INVERT OF POND: 146.00' O \ / e o >� N \ / n / TOP OF POND: 161.50' h �� EMERGENCY SPILLWAY: 156.00' - \ \ � � � ✓,y ** 1 / INVERT OF POND: 151.00' � 00 �, GABION BAFFLE I EMERGENCY SPILLWAY: 160.50' ELEV: BAFFLE \ AFTER SITE IS STABILIZED, � CONVERT SEDIMENT BASIN TO\ -fin O7 / / **AFTER SITE IS STABILIZED, INV / ^�� h PERMANENT WET POND AS CONVERT SEDIMENT BASIN TO \81 rn 46 I 167,445 SF SHOWN. / TEMPORARY / PERMANENT WET POND AS ti SSA 3.84 AC / CONSTRUCTION � 2 ^� 1 'Ss `RI -1 ( ) ENTRANCE / SHOWN. \ / v as ^ 65,765 SF CONCRETE�N �_�, ^�' �� / \ / 1.51 AC / h \ ANTI -SEEP p / \ COLLAR\ 's5 *ATTACH A 2.5" FAIRCLOTH SKIMMER WITH A ^� 154 X41 2.3" DIAMETER ORIFICE FOR DEWATERING THE `�O� �S � rsi � SKIMMER BASIN DURING CONSTRUCTION. 1 ► 75,191 SF 41.63 LF ® 1.68%� V A \ V n / 1 (1.73 AC) \ i ! 30" RCP *ATTACH A 2" FAIRCLOTH SKIMMER WITH A \ Jos FES -2 �S 15�_'�S - ��' �1�p \ \ \ 1 1 1.7" DIAMETER ORIFICE FOR DEWATERING THE Q SKIMMER BASIN DURING CONSTRUCTION. (b 1142TEMPORARY DIVERSION BERM \ I / ^�' TO BE SEEDED WITHIN 7 DAYS / 007 00 0(RIP RAP DISSIPATER \ / \ (TYP) \ I 1 C°O rse R� % s; / L=15' W=7.5/17.5' '//p \ I LU 61 l Dw--8" DuAx=12" D i In\ ,3, rs0 CLASS B 18° THICK 007 \ A10 _ \ W I 20' EMERGENCY � ®� < I SPILLWAY TO BE °O III \ 00 410 A10 A10 AIQ . \ I > I TBM COVERED WITH CONCRETE W 4D DISK #1 TURF REINFORCED I MATTING \ '� o 1 Q E 2,056,8230606 �° ANTI -SEEP 001 001 001 001 001 \ 00 O COLLAR .(TOP OF SHELF �^ ELEV: 157.50' BOTTOM OF SHELF ELEV: 156.50' t� O Ck O I ♦♦ > b FES -4 / 001 001 00-1 I > v I ELEV 163.90 gF J ■ i ■ 1 \ \ I = m I NC GRID NAD D 83 ` LOC / I / � \ 7 \ /S 1., EIP (D D NAVD 88 / _ \ LOC LOC LOC J I / RIP RAP DISSIPATER � ■ INV � 1 �` J �\ L=12' W=6'/14' j INV INV Deo=8" DMAx=12" I f 149.85 152.69 NCDOT NCDOT � 152.24'- � � 153_57 / _/ � �r 24" RCP - 155 1" DISK _/ / 1„ INV / _ - 154 � IP DISK PP INV /�- �/ // SD _��= 154 - /� //_,:! �� i/- P T EIP __ // -- ♦ // -- -- -- -- -- -\ Ep -- -- -- -- -- -- -- -_� _- 155.59 24 SD CP CLASS B 18"J THICK �� ■ �- SDNV - INV / 24" RCP X155.44_ - - � IN P 155.68 n LO --155.09 S, / 18" RCP 157 - CI #8893 CI #8894 158 SOA_ 1 HOOD 157.66 A$ CI 9011 0 INV OUT 153.02 HOOD 157.94 r HOOD 160.63 CI #9100 - INV OUT 153.90 _ INV OUT 156.43 HOOD 157.58 "I #8895 INV OUT 153.92 LEGEND: NOTIFICATION OF COMBINED SELF-MONITORING AND \ N SELF -INSPECTION FORM: US HWY 401 ECM® ECM -EXISTING CONCRETE MONUMENT 225 MAJOR CONTOUR PUBLIC R W VARIES EIP Oo EIP-EXISTING IRON PIPE 217 MINOR CONTOUR THE SEDIMENTATION POLLUTION CONTROL ACT WAS AMENDED IN Els 2006 TO REQUIRE THAT PERSONS RESPONSIBLE FOR " O EIS -EXISTING IRON STAKE x 208.47' SPOT ELEVATION LAND -DISTURBING ACTIVITIES INSPECT A PROJECT AFTER EACH ENLO ENL -EXISTING NAIL BENCHMARK , PHASE OF THE PROJECT TO MAKE SURE THAT THE APPROVED EPK EROSION AND SEDIMENTATION CONTROL PLAN IS BEING O EPK-EXISTING PK NAIL © MAILBOX , FOLLOWED. RULES DETAILING THE DOCUMENTATION OF THESE CONSTRUCTION SEQUENCE ERe0 ERB-EXISTING REBAR PP• UTILITY POLE ® INSPECTIONS TOOK EFFECT OCTOBER 1, 2010. o COMPUTED POINT C• GUY WIRE 1. OBTAIN ALL NECESSARY PERMITS AND APPROVALS AND wv TO SIMPLIFY DOCUMENTATION OF SELF -INSPECTION REPORTS HOLD PRE CONSTRUCTION CONFERENCE. N/F - NOW OR FORMERLY D4 WATER VALVE AND NPDES SELF-MONITORING REPORTS, DWQ AND DEMLR 2. INSTALL STONE CONSTRUCTION ENTRANCE, TEMPORARY o R/W - RIGHT OF WAY FIRE HYDRANT DEVELOPED A COMBINED FORM. THE SELF -INSPECTION DIVERSION BERMS AND TEMPORARY SILT FENCE WHERE PROPERTY LINE SANITARY SEWER MANHOLEPROGRAM IS SEPARATE FROM THE WEEKLY SELF-MONITORING SPECIFIED, Know what s b@IOW. PROGRAM OF THE NPDES STORMWATER PERMIT FOR 3. CONSTRUCT TEMPORARY SEDIMENT BASINS. ADJACENT PROPERTY LINE HARDWOOD TREE CONSTRUCTION ACTIVITIES. THE FOCUS OF THE 4. CLEAR AND GRUB THE SITE AS NEEDED. -- RIGHT-OF-WAY OWETLANDS Call before you dig. SELF -INSPECTION REPORT IS THE INSTALLATION AND 5. ROUGH GRADE THE SITE AND APPLY TEMPORARY SEEDING �c MAINTENANCE OF EROSION AND SEDIMENTATION CONTROL TO AREAS REMAIN GRASSED. (Z' SD STORM DRAINAGE =RIP RAP MEASURES ACCORDING TO THE APPROVED PLAN. THE 6. PERFORM FINE GRADING. ��d GRAPHIC SCALE w WATER LINE ACCESS/MAINTENANCE EASEMENT INSPECTIONS SHOULD BE CONDUCTED AFTER EACH PHASE OF 7. FERTILIZE, SEED AND MULCH ALL REMAINING DISTURBED OVERHEAD UTILITY THE PROJECT, AND CONTINUED UNTIL PERMANENT GROUND AREAS. �d 40 0 20 40 80 COVER IS ESTABLISHED. THE FORM CAN BE ACCESSED AT: 8. UPON SITE STABILIZATION, SEEK NCDEQ APPROVAL TO WETLANDS HTTP: //PORTAL.NCDENR.ORG/WEB/LR/EROSION REMOVE ALL TEMPORARY MEASURES. PERMANENT EASEMENT 9. ALL EROSION CONTROL MEASURES SHALL BE MAINTAINED X FENCE LINE IF YOU HAVE QUESTIONS OR CANNOT ACCESS THE FORM, AS OUTLINED IN THE DETAILS WITHIN THE PLANS AND PLEASE CONTACT THE FAYETTEVILLE REGIONAL OFFICE AT (910) ACCORDING TO THE NCDEQ EROSION CONTROL MANUAL. J ( IN FEET ) WOODEN FENCE 433-3300. TREE LINE 1 inch = 40 ft. THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED site solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com CARO,��'' � -04 0 SS /0% SEA 02 .GINE .•: ja�� 19 0O U -7 -Uy 18 REVISIONS PROJECT NAME BRIGHTWATER STORM PONDS GRADING AND EROSION CONTROL PLAN CLIENT HARNETT COUNTY ENGINEERING 900 South 9th Street Lillington, North Carolina 27546 Phone: (910) 814-6156 Fax: (910) 814-4041 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 DRAWING SCALE HORIZONTAL: 1 "=40' DATE RELEASED JULY 4, 2018 SHEET NUMBER C-2.0 SR 1434 \ BRUCE JOHNSON ROAD I / / ,Q, P NORTH VICINITY MAP NOT TO SCALE I I I I it / �J I LLI 11 \ 1 I \ NCDOT / - \ 1 ^ hb. 7 7s —, EIP -_ _ _ = D- BOD I NAIL / _ _ _ _ _ '� - _ 49.85 / ' IN IN9 154 V IN INV 1- DISK 152RCP.24— X153.57 ND _ PP T _ 154 INV c9 P X155.09 / I 1 I 1 1 I 1 1 I 1 1 I 1 1 __\ \ � I1 DRAINAGE AREA #1 9.0 ACRES , � / .11 ' / CI101 CI /9100 HOOD 157.73 HOOD 157.58 INV IN 152.18 INV OUT 153.92 INV OUT 152.11 0 N I CI /8895 HOOD 158.90 INV OUT 155.28 I •. - 141 qd - INV / NAGE AREA #2 x.35 ACRES I I TBIA 41) DISK #1 1 N 608,985.030 1 I E 2,056,123.606 ELEV 163.90 NC GRID NAD 83 (20„) NAw 88 — NCDOT `EIP DISK PP. moo}__ __ __ __ __A__ It US HWY 401 PUBLIC R/W VARIES /164 X67 p 4ep 000 �^ o/ ♦ 00000,400000, INV N15 , \ RCP 155.48 INV 155.82 NV RCS 155`44-_ LEGEND: ECMcn ® ECM -EXISTING CONCRETE MONUMENT 225 MAJOR CONTOUR 0 EIP 00 EIP-EXISTING IRON PIPE 217 MINOR CONTOUR EIS O EIS -EXISTING IRON STAKE x 208.47' SPOT ELEVATION , ENL= ENL -EXISTING NAIL BENCHMARK EPKO EPK-EXISTING PK NAIL © MAILBOX , ERBO ERB-EXISTING REBAR PP • UTILITY POLE o COMPUTED POINT C• GUY WIRE WV N/F - NOW OR FORMERLY D4 WATER VALVE R/W - RIGHT OF WAY x FIRE HYDRANT PROPERTY LINE l�J SANITARY SEWER MANHOLE Know what's below. ADJACENT PROPERTY LINE HARDWOOD TREE -- RIGHT-OF-WAY =WETLANDS Call before you dig. �c SD STORM DRAINAGE =RIP RAP ��fd GRAPHIC SCALE w WATER LINE ACCESS/MAINTENANCE EASEMENT OVERHEAD UTILITY �d 60 0 30 60 120 WETLANDS PERMANENT EASEMENT X FENCE LINE ''i IN FEET WOODEN FENCE ( ) TREE LINE 1 inch = 60 ft. THE CONTRACTOR MUST CONTACT NORTH CAROLINA ONE CALL CENTER AT 1-800-632-4949 A MINIMUM OF 48 HOURS PRIOR TO DIGGING IN ORDER TO HAVE THE EXISTING UTILITIES LOCATED 240 vsite solutions ng I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com "kCARO �Z// �2:pF SS�.:�L SEA • 02 •• G � NE ••: ja�� TT 0-7- Oy ]g REVISIONS PROJECT NAME BRIGHTWATER STORM PONDS DRAINAGE AREA MAP CLIENT HARNETT COUNTY ENGINEERING 900 South 9th Street Lillington, North Carolina 27546 Phone: (910) 814-6156 Fax: (910) 814-4041 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 DRAWING SCALE HORIZONTAL: 1 ”=40' DATE RELEASED JULY 4, 2018 SHEET NUMBER C-2.1 175 170 165 160 155 150 145 140 135 01 Y-' P 00 \\ N I I , LO � r 00 Ln 1C r r� f 156 61 bj A / 156 J 17 � 'sem 'ss 146 754 �s 756 6 \ 151 \ WET POND #1- STORM DRAIN -0+50 TO 2+00 175 170 165 160 155 150 145 140 135 0 Ig / 57 / �S s 41 63 LF ® 1.68% J 30" RCP I � I / I . 15� RI -1 TO FES -2 STORM DRAIN -0+50 TO 1+00 175 175 170 165 160 155 150 145 140 135 SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 N I Ld W O O N I 0 0 OF) o— ro I O ca L,0- T' oLO�2 O L6 O �0 m> \ ` EXISTING GROUND � 1 jANTI—SEEP 0 COLLAR a: W X Z I N W .Wi o 0 '2 oLoL�2 PO �mD =o I +�> EoFE? — EXISTS ING GROUND 57.76 LFR 0 Z M I Oo Oco o�2 ~ N `i o 1\ PI , 739•• 24 r O o � O TOP: 161.50' 10' MAINTENANCE SHELF TOP OF SHELF: BOTTOM OF SHELF: W 1 YR STORM: 158.45' 157.50' NORMAL POOL: 156.50 157.00'' Z otic \ cp 10' MAINTENANCE SHELF — — CLEANOUT: 152.00' TOP: 157.00'— — EXISTING GROUND — — — 0 O . 0 W TOP OF SHELF: 152.50' 6' BOTTOM OF SHELF: 151.50' 1 YR STORM: 153.57' NORMAL POOL: 152.00' Z O N f2 Z SEDIMENT CLEANOUT: 147.00' INVERT: 146.00' 00 N QO N ^ r 0d U-) 0 D Ln N r U') 0 O 0 0 O 175 170 165 160 155 150 145 140 135 0 Ig / 57 / �S s 41 63 LF ® 1.68% J 30" RCP I � I / I . 15� RI -1 TO FES -2 STORM DRAIN -0+50 TO 1+00 175 175 170 165 160 155 150 145 140 135 170 165 155 150 145 140 135 r«oZ� �B aeN Qr�0 aN 180 175 170 165 160 155 150 145 140 WET POND #2 STORM DRAIN -0+50 TO 1+50 SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 N I Ld W O O N I 0 0 OF) o— ro I O ca L,0- T' oLO�2 O L6 O �0 m> \ ` EXISTING GROUND � 1 jANTI—SEEP 0 COLLAR a: W X Z I N W .Wi o 0 '2 oLoL�2 PO �mD =o I +�> EoFE? — EXISTS ING GROUND 57.76 LFR 0 Z M I Oo Oco o�2 ~ N `i o 1\ PI , 739•• 24 r O o � O 170 165 155 150 145 140 135 r«oZ� �B aeN Qr�0 aN 180 175 170 165 160 155 150 145 140 WET POND #2 STORM DRAIN -0+50 TO 1+50 180 175 170 165 160 155 150 145 140 Qj • • \ o tK �♦ (1102) se QVN OIU`J DN 57.76 LF ® 1.73% 24" RCP / 15 160 fl//r / h 7CD s1 r dao �G G RI -3 TO FES -4 STORM DRAIN -0+50 TO 1+00 180 180 175 170 165 160 155 150 145 140 SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 I N W .Wi o 0 '2 oLoL�2 PO �mD =o I +�> EoFE? — EXISTS ING GROUND 57.76 LFR 0 Z M I Oo Oco o�2 ~ N `i o 1\ PI , 739•• 24 O ANTI -SEEP COLLAR 2 TOP: 161.50' 10' MAINTENANCE SHELF TOP OF SHELF: BOTTOM OF SHELF: W 1 YR STORM: 158.45' 157.50' NORMAL POOL: 156.50 157.00'' Z otic \ cp O O N � Z SEDIMENT INVERT: 151.00' CLEANOUT: 152.00' 0 O . 0 N 00 N QO N ^ r 0d U-) 0 180 175 170 165 160 155 150 145 140 Qj • • \ o tK �♦ (1102) se QVN OIU`J DN 57.76 LF ® 1.73% 24" RCP / 15 160 fl//r / h 7CD s1 r dao �G G RI -3 TO FES -4 STORM DRAIN -0+50 TO 1+00 180 180 175 170 165 160 155 150 145 140 175 170 165 160 155 150 145 140 0+00 1+00 2+00 0+00 1+00 0+00 1+00 0+00 1+00 GRAPHIC SCALE xx 0 xx xx xx xx ( IN FEET ) 1 inch = XX ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4D site sotutions.com .......... SS:..AL SEA 02 •• GINE .•: ja�� O I I111'a REVISIONS PROJECT NAME BRIGHTWATER STORM PONDS STORM PROFILES CLIENT HARNETT COUNTY ENGINEERING 900 South 9th Street Lillington, North Carolina 27546 Phone: (910) 814-6156 Fax: (910) 814-4041 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 I N W .Wi o 0 '2 oLoL�2 PO �mD =o I +�> EoFE? — EXISTS ING GROUND 57.76 LFR 0 Z M I Oo Oco o�2 ~ N `i o 1\ PI , 739•• 24 O ANTI -SEEP COLLAR 2 0 O . 0 N 175 170 165 160 155 150 145 140 0+00 1+00 2+00 0+00 1+00 0+00 1+00 0+00 1+00 GRAPHIC SCALE xx 0 xx xx xx xx ( IN FEET ) 1 inch = XX ft. 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 910-426-6777 fax 1910-426-5777 license number I C-2354 www.4D site sotutions.com .......... SS:..AL SEA 02 •• GINE .•: ja�� O I I111'a REVISIONS PROJECT NAME BRIGHTWATER STORM PONDS STORM PROFILES CLIENT HARNETT COUNTY ENGINEERING 900 South 9th Street Lillington, North Carolina 27546 Phone: (910) 814-6156 Fax: (910) 814-4041 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 DRAWING SCALE HORIZONTAL: 1 "=40' VERTICAL: 1"=4' DATE RELEASED JULY 4, 2018 SHEET NUMBER C-3.0 1 C� TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR LATE WINTER AND EARLY SPRING) SEEDING MIXTURE: SPECIES RATE (LB./ACRE) RYE (GRAIN) 120 ANNUAL KOBE LESPEDEZA 50 OMIT ANNUAL LESPEDEZA WHEN DURATION OF TEMPORARY COVER IS NOT EXTEND BEYOND JUNE. SEEDING DATES: JANUARY 1 - MAY 1 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LB./ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR SUMMER) SEEDING MIXTURE: SPECIES RATE (LB./ACRE) GERMAN MILLET 40 A SMALL -STEMMED SUDANGRASS MAY BE SUBSTITUTED AT A RATE OF 50 LB./ACRE. SEEDING DATES: MAY 1 -AUGUST 15 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 750 LBJACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REFERTILIZE IF GROWTH IS NOT FULLY ADEQUATE. RESEED, REFERTILIZE AND MULCH IMMEDIATELY FOLLOWING EROSION OR OTHER DAMAGE. TEMPORARY SEEDING/MULCHING SPECIFICATIONS (FOR FALL) SEEDING MIXTURE: SPECIES RATE (LB./ACRE) RYE (GRAIN) 120 SEEDING DATES: AUGUST 15 - DECEMBER 30 SOIL AMENDMENTS: FOLLOW RECOMMENDATIONS OF SOIL TESTS OR APPLY 2,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 1,000 LB./ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LBJACRE STRAW. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: REPAIR AND REFERTILIZE DAMAGED AREAS IMMEDIATELY. TOP DRESS WITH 50 LBJACRE OF NITROGEN IN MARCH. IF IT IS NECESSARY TO EXTEND TEMPORARY COVER BEYOND JUNE 15, OVERSEED WITH 50 LBJACRE KOBE LESPEDEZA IN LATE OR EARLY MARCH. TEMPORARY SEEDING SPECIFICATIONS DRIVE STEEL POSTS 18" INTO THE GROUND ATTACH WIRE FENCE TO POSTS AND EXTEND NOTES: MAXIMUM 8' O.C. AND EXCAVATE A 4" X 8" THE BOTTOM OF THE FENCE 8" INTO THE 24" O.C. MAXIMUM TRENCH UPHILL ALONG THE LINE OF EXCAVATED TRENCH AND TURNED OUT SPILLWAY POSTS. 4" IN THE TRENCH. 1. WIRE SHALL BE A MINIMUM OF 32 INCHES IN WIDTH AND 1' MIN. ��' RISER STRUCTURE � TOP & BOTTOM STRAND SHALL HAVE A MINIMUM OF 6 WIRES WITH 12" STAY SPACING. ryy, MIN. 10 GA. WIRE PIPE 4 4 IN CONTAINER 2. FILTER FABRIC SHALL BE A MINIMUM OF 36" IN WIDTH AND STEEL POSTS STAY WIRES SHALL BE FASTENED ADEQUATELY TO THE WIRE WITH #9 WIRE ' MIN. 12-1/2 GA STAPLES 1-1/2" LONG. FABRIC THAT DETERIORATES TO SUCH 2' DEEP 1.1 COLLAR EXTENT THAT IT'S EFFECTIVENESS IS REDUCED SHALL BE CROSS-SECTION VIEW LINE WIRES WIRE REPLACED BY CONTRACTOR AT CONTRACTOR'S EXPENSE. MIN. GA. 3. STEEL POSTS SHALL BEA MIN. OF F HEIGHT AND SHALL BE THE SELF FASTENER ANGLE STEEL TYPE. 4. CONTRACTOR SHALL REVIEW SILT FENCE ONCE PER WEEK AND AFTER EACH RAINFALL OCCURRENCE. ANY NECESSARY y REPAIRS OR CLEAN-UP TO MAINTAIN THE EFFECTIVENESS OF _It- / THE DEVICE SHALL BE MADE IMMEDIATELY. 5. REMOVE DEPOSITED SEDIMENT ALONG THE FENCE TO PROVIDE ADEQUATE STORAGE VOLUME AND TO REDUCE PRESSURE ON THE FENCE AS NEEDED. STEP 1 STEP 2 U 5. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR ATTACH THE FILTER FABRIC TO THE WIRE FENCE BACKFILL THE TRENCH AND COMPACT THE SOIL REPRESENTATIVE. THE ACTION WILL APPROVED WHEN THE EXTEND THE BOTTOM OF THE FABRIC 8" INTO THS FIRMLY TO ANCHOR THE BOTTOM OF THE SILT CONTRIBUTING DRAINAGE AREA IS STABLE. TRENCH AND TURNED OUT 4" IN THE TRENCH. FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. POSTS MAX 8' O.C. WIRE FENCE "HOG WIRE" A FILTER FABRIC I x #9 WIRE STAPLES 1-1/2" LONG I ` BOTTOM OF WIRE FENCE AND \I I� FILTER FABRIC BURIED 8" IN l\f-j w EXCAVATED TRENCH &TURNED 1 x OUT 4" IN THE TRENCH / --ELQW iSTEEL POST DRIVEN <_ 24" INTO GROUND if STEP 3 STEP 4 SECTION A -A MAINTENANCE 1. INSPECT SEDIMENT FENCES AT LEAST ONCE A WEEK AND AFTER EACH RAINFALL. MAKE ANY REQUIRED REPAIRS IMMEDIATELY. 2. SHOULD THE FABRIC OF A SEDIMENT FENCE COLLAPSE, TEAR, DECOMPOSE OR BECOME INEFFECTIVE, REPLACE IT PROMPTLY. 3. REMOVE SEDIMENT DEPOSITS AS NECESSARY TO PROVIDE ADEQUATE STORAGE VOLUME FOR THE NEXT RAIN AND TO REDUCE PRESSURE ON THE FENCE. TAKE CARE TO AVOID UNDERMINING THE FENCE DURING CLEANOUT. NTS 4. REMOVE ALL FENCING MATERIALS AND UNSTABLE SEDIMENT DEPOSITS AND BRING THE AREA TO GRADE AND STABILIZE AFTER THE CONTRIBUTING DRAINAGE AREA HAS BEEN PROPERLY STABILIZED AND NCDENR APPROVES REMOVAL. SILT FENCE SEDIMENT STORAGE (1' MIN) **VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM OF 6" TOPSOIL SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF THE TOPSOIL NTS 9 WET POND X -SECTION WITH GABION BAFFLES SEEDING MIXTURES: SPECIES RATE (LBS./ACRE TALL FESCUE 80 PENSACOLA BAHIAGRASS 50 SERICEA LESPEDEZA 30 KOBE LESPEDEZA 10 SEEDING NOTES: 1. FROM SEPT. 1 TO MAR. 1 USE UNSCARIFIED SERICEA SEED. 2. ON POORLY DRAINED SITES OMIT SERICEA AND INCREASE KOBE TO 30 LB./ACRE. 3. WHERE A NEAT APPEARANCE IS DESIRED, OMIT SERICEA AND INCREASE KOBE TO 40 LB./ACRE. NURSE PLANTS: BETWEEN APRIL 15 AND AUG. 15, ADD 10 LB./ACRE OF GERMAN MILLET OR 15 LB./ACRE SUDANGRASS. PRIOR TO MAY 1 OR AFTER AUG. 15, ADD 25 LB./ACRE RYE (GRAIN). SEEDING DATES: BEST POSSIBLE EARLY SPRING: FEB. 15 - MAR. 20 FEB. 15 - APR. 30 FALL: SEPT. 1 - SEPT. 30 SEPT. 1 - OCT. 31 SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 - 5,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE (USE THE LOWER RATE ON SANDY SOILS) AND 1,000 LB./ACRE 10-10-10 FERTILIZER. MULCH: APPLY 4,000 LBJACRE GRAIN STRAW OR EQUIVALENT COVER OF ANOTHER SUITABLE MULCH. ANCHOR STRAW BY TACKING WITH ASPHALT, NETTING, OR ROVING OR BY CRIMPING WITH A MULCH ANCHORING TOOL. A DISK WITH BLADES SET NEARLY STRAIGHT CAN BE USED AS A MULCH ANCHORING TOOL. MAINTENANCE: IF GROWTH IS LESS THAN FULLY ADEQUATE, REFERTILIZE IN THE SECOND YEAR, ACCORDING TO THE SOIL TESTS OR TOP DRESS WITH 500 LB./ACRE 10-10-10 FERTILIZER. MOW AS NEEDED WHEN SERICEA IS OMITTED FROM THE MIXTURE. RESEED, FERTILIZE, AND MULCH DAMAGED AREAS IMMEDIATELY. SEEDING SPECIFICATIONS SEEDING MIXTURE: SPECIES RATE (LB./ACRE) COMMON BERMUDAGRASS 40-80(1-2 LB./1,000 FT2) SEEDING DATES: COASTAL PLAIN: APR. -JULY SOIL AMENDMENTS: APPLY LIME AND FERTILIZER ACCORDING TO SOIL TEST, OR APPLY 3,000 LB./ACRE GROUND AGRICULTURAL LIMESTONE AND 500 LB./ACRE 10-10-10 FERTILIZER. MULCH: USE JUTE, EXCELSIOR MATTING, OR OTHER EFFECTIVE CHANNEL LINING MATERIAL TO COVER THE BOTTOM OF CHANNELS AND DITCHES. THE LINING SHOULD EXTEND ABOVE THE HIGHEST CALCULATED DEPTH OF FLOW. ON CHANNEL SIDE SLOPES ABOVE THIS HEIGHT, AND IN DRAINAGES NOT REQUIRING TEMPORARY LININGS, APPLY 4,000 LB./ACRE GRAIN STRAW AND ANCHOR STRAW BY STAPLING NETTING OVER THE TOP. MULCH AND ANCHORING MATERIALS MUST NOT BE ALLOWED TO WASH DOWN SLOPES WHERE THEY CAN CLOG DRAINAGE DEVICES. MAINTENANCE: A MINIMUM OF 3 WEEKS IS REQUIRED FOR ESTABLISHMENT. INSPECTION AND REPAIR MULCH FREQUENTLY. REFERTILIZE THE FOLLOWING APR. WITH 50 LB./ACRE NITROGEN. 1. UNLESS OTHERWISE INDICATED, ALL VEGETATIVE AND STRUCTURAL EROSION AND SEDIMENT CONTROL MEASURES SHALL BE CONSTRUCTED AND MAINTAINED IN ACCORDANCE WITH THE MINIMUM STANDARDS AND SPECIFICATIONS OF THE NORTH CAROLINA EROSION AND SEDIMENT CONTROL HANDBOOK. 2. THE CONTRACTOR SHALL NOTIFY PLAN APPROVING AUTHORITY ONE WEEK PRIOR TO THE PRECONSTRUCTION CONFERENCE, ONE WEEK PRIOR TO THE COMMENCEMENT OF LAND DISTURBING ACTIVITY, AND ONE WEEK PRIOR TO FINAL INSPECTION. 3. IF POSSIBLE ALL EROSION AND SEDIMENT CONTROL MEASURES ARE TO BE PLACED PRIOR TO CLEARING AND/OR LAND DISTURBANCE 4. A COPY OF THE APPROVED EROSION AND SEDIMENT CONTROL PLAN AND PERMIT SHALL BE MAINTAINED ON THE SITE AT ALL TIMES. 5. PRIOR TO COMMENCING LAND DISTURBING ACTIVITIES IN AREAS OTHER THAN INDICATED ON THESE PLANS( INCLUDING BUT NOT LIMITED TO OFF-SITE BORROW OR WASTE AREAS STAGING OR STORAGE AREAS), THE CONTRACTOR SHALL PREPARE AND SUBMIT A SUPPLEMENTARY EROSION CONTROL PLAN TO THE OWNER FOR REVIEW AND TO NCDENR REGIONAL OFFICE FOR APPROVAL. CONTRACTOR SHALL PAY ALL FEES REQUIRED AND SHALL INSTALL NECESSARY MEASURES AT NO SEPARATE PAYMENT. THE CONTRACTOR SHALL PROVIDE THE OWNER AND THE ENGINEER A COPY OF THE AMENDED PERMIT. 6. THE CONTRACTOR IS RESPONSIBLE FOR INSTALLATION OF ANY ADDITIONAL EROSION CONTROL MEASURES NECESSARY TO PREVENT EROSION AND SEDIMENTATION AS DETERMINED BY EITHER NCDENR OR THE ENGINEER. 7. ALL DISTURBED AREAS ARE TO DRAIN TO APPROVED SEDIMENT CONTROL MEASURES AT ALL TIMES DURING LAND DISTURBING ACTIVITIES AND DURING SITE DEVELOPMENT UNTIL FINAL STABILIZATION IS ACHIEVED. 8. ALL AREAS DISTURBED BY CONSTRUCTION UNLESS OTHERWISE IMPROVED SHALL BE SODDED OR SEEDED AS INDICATED AND STABILIZED. 9. DURING DEWATERING OPERATIONS, WATER SHALL BE PUMPED INTO AN APPROVED FILTERING DEVICE PRIOR TO DISCHARGE TO RECEIVING OUTLET. 10. THE CONTRACTOR SHALL INSPECT ALL EROSION CONTROL MEASURES WEEKLY AND AFTER EACH RUNOFF -PRODUCING EVENT. ANY NECESSARY REPAIRS OR CLEANUP TO MAINTAIN THE EFFECTIVENESS OF THE EROSION CONTROL DEVICES SHALL BE MADE IMMEDIATELY. 11. ALL TEMPORARY EROSION CONTROL MEASURES SHALL BE REMOVED BY CONTRACTOR ONCE STABILIZATION OR A SUFFICIENT GROUND COVER HAS BEEN ESTABLISHED OR AS DIRECTED BY THE ENGINEER. NCDENR'S FINAL APPROVAL IS REQUIRED. 12. TEMPORARY GRAVEL CONSTRUCTION ENTRANCE SHALL BE REQUIRED AT ALL CONSTRUCTION STAGING AREA ENTRANCES AND ALL CONSTRUCTION ACCESS LOCATIONS INTO NON -PAVED AREA. 13. WHEN CROSSING CREEK OR DRAINAGE -WAY, THE CONTRACTOR SHALL RIP -RAP WITH FABRIC DISTURBED BANKS AND CHANNEL AND RESTORE SLOPES TO ORIGINAL CONTOURS, BUT NOT STEEPER THAN 2:1 MAXIMUM. DISTURBED CREEK AREA SHALL BE STABILIZED IMMEDIATELY. 3 GENERAL EROSION AND SEDIMENT CONTROL NOTES GRAVEL ENTRANCE SHALL BE 50 FEET IN LENGTH AND 12 FEET IN WIDTH WITH 20 FOOT RADIUS AT EXISTING ROADWAY 36'-0" MIN 4'-0" 10'-0" 6"Z D FILTER FABRI 2-3" WASHED STONE GRAVEL CONSTRUCTION ENTRANCE DESIGN CRITERIA AGGREGATE SIZE - USE 2-3 INCH WASHED STONE DIMENSION OF GRAVEL PAD THICKNESS - 6 INCHES MINIMUM WIDTH - 12 FT. MINIMUM OR FULL WIDTH AT ACCESS POINTS OF THE VEHICULAR ENTRANCE AND EXIT AREA, WHICHEVER IS GREATER LENGTH- 50 FT. MINIMUM. LOCATION - LOCATE CONSTRUCTION ENTRANCES AND EXITS TO LIMIT SEDIMENT FROM LEAVING THE SITE AND TO PROVIDE FOR MAXIMUM UTILITY BY ALL CONSTRUCTION VEHICLES. AVOID STEEP GRADES AND ENTRANCES AT CURVES IN PUBLIC ROADS. CONTRACTOR SHALL INSTALL ADDITIONAL GRAVEL CONSTRUCTION ENTRANCES NOT INDICATED ON THE PLANS REQUIRED FOR STAGING AND/OR BORROW AREAS AND MAINTAIN AT NO ADDITIONAL EXPENSE TO THE OWNER. CONTRACTOR SHALL SUPPLEMENT AND MAINTAIN GRAVEL CONSTRUCTION ENTRANCES AT HIS EXPENSE UNTIL FINAL ACCEPTANCE. MAINTENANCE MAINTAIN THE GRAVEL PAD INBA CONDITION TO PREVENT MUD OR SEDIMENT FROM LEAVING THE CONSTRUCTION SITE. THIS MAY REQUIRE PERIODIC TOPDRESSING WITH 2 -INCH STONE. AFTER EACH RAINFALL, INSPECT ANY STRUCTURE USED TO TRAP SEDIMENT AND CLEAN IT OUT AS NECESSARY. IMMEDIATELY REMOVE ALL OBJECTIONABLE MATERIALS SPILLED, WASHED OR TRACKED ONTO PUBLIC ROADWAYS. PLAN VIEW STEEL POSTS (QUANTITY SKIMMER (SIZE INFLOW _ STRUCTURE A F L COR FIBER B F LES (PRACTICE STANDARD 6.65) 14' 4' ONE PA W SKIMMER) SKIMMER CONSTRUCTION SPECIFICATIONS CLASS B STONE PADS (4'X4'Xl' MIN.) 1. CLEAR, GRUB & STRIP TOPSOIL FROM AREAS UNDER THE EMBANKMENT TO REMOVE TREES, VEGETATION, ROOTS AND OTHER OBJECTIONABLE MATERIAL. DELAY CLEARING THE POOL AREA UNTIL THE DAM IS COMPLETE AND THEN REMOVE BRUSH, TREES, AND OTHER OBJECTIONABLE MATERIALS TO FACILITATE SEDIMENT CLEANOUT. STOCKPILE ALL TOPSOIL OR SOIL CONTAINING ORGANIC MATTER FOR USE ON THE OUTER SHELL OF THE EMBANKMENT TO FACILITATE VEGETATIVE ESTABLISHMENT. PLACE TEMPORARY SEDIMENT CONTROLS BELOW THE BASIN AS NEEDED. 2. EXCAVATE CUT-OFF TRENCH ALONG THE CENTER LINE OF THE EARTH FILL EMBANKMENT. CUT THE TRENCH TO STABLE SOIL MATERIAL, BUT IN NO CASE MAKE IT LESS THAN 2 FEET DEEP. THE CUT-OFF TRENCH MUST EXTEND INTO BOTH ABUTMENTS TO AT LEAST THE ELEVATION OF THE RISER CREST. MAKE THE MINIMUM BOTTOM WIDTH WIDE ENOUGH TO PERMIT OPERATION OF EXCAVATION AND COMPACTION EQUIPMENT, BUT IN NO CASE LESS THAN 2 FEET. MAKE SIDE SLOPES OF THE TRENCH NO STEEPER THAN 1:1. COMPACTION REQUIREMENTS ARE THE SAME AS THOSE FOR THE EMBANKMENT. KEEP THE TRENCH DRY DURING BACKFILLING AND COMPACTION OPERATIONS. 3. EMBANKMENT - TAKE FILL MATERIAL FROM THE APPROVED AREAS SHOWN ON THE PLANS. IT SHOULD BE CLEAN MINERAL SOIL, FREE OF ROOTS, WOODY VEGETATION, ROCKS, AND OTHER OBJECTIONABLE MATERIAL. SCARIFY AREAS ON WHICH FILL IS TO BE PLACED BEFORE PLACING FILL. THE FILL MATERIAL MUST CONTAIN SUFFICIENT MOISTURE SO IT CAN BE FORMED BY HAND INTO A BALL WITHOUT CRUMBLING. IF WATER CAN BE SQUEEZED OUT OF THE BALL, IT IS TOO WET FOR PROPER COMPACTION. PLACE FILL MATERIAL IN 6 TO 8 INCH CONTINUOUS LAYERS OVER THE ENTIRE LENGTH OF THE FILL AREA AND COMPACT IT. COMPACTION MAY BE OBTAINED BY ROUTING THE CONSTRUCTION HAULING EQUIPMENT OVER THE FILL SO THAT THE ENTIRE SURFACE OF EACH LAYER IS TRAVERSED BY AT LEAST ONE WHEEL OR TREAD TRACK OF HEAVY EQUIPMENT, OR A COMPACTOR MAY BE USED. CONSTRUCT THE EMBANKMENT TO AN ELEVATION 10% HIGHER THAN THE DESIGN HEIGHT TO ALLOW FOR SETTLING. 4. SECURELY ATTACH THE RISER TO THE BARREL OR BARREL STUB TO MAKE A WATERTIGHT STRUCTURAL CONNECTION. SECURE ALL CONNECTIONS BETWEEN BARREL SECTIONS BY APPROVED WATERTIGHT ASSEMBLIES. PLACE THE BARREL AND RISER ON A FIRM, SMOOTH FOUNDATION OF IMPERVIOUS SOIL. DO NOT USE PERVIOUS MATERIAL SUCH AS SAND, GRAVEL, OR CRUSHED STONE AS BACKFILL AROUND THE PIPE OR ANTISEEP COLLARS. PLACE THE FILL MATERIAL AROUND THE PIPE SPILLWAY IN 4 INCH LAYERS, AND COMPACT IT UNDER AND AROUND THE PIPE TO AT LEAST THE SAME DENSITY AS THE ADJACENT EMBANKMENT. CARE MUST BE TAKEN NOT TO RAISE THE PIPE FROM FIRM CONTACT WITH ITS FOUNDATION WHEN COMPACTING UNDER THE PIPE HAUNCHES. PLACE A MINIMUM DEPTH OF 2 FEET OF COMPACTED BACKFILL OVER THE PIPE SPILLWAY BEFORE CROSSING IT WITH CONSTRUCTION EQUIPMENT. ANCHOR THE RISER IN PLACE BY CONCRETE OR OTHER SATISFACTORY MEANS TO PREVENT FLOTATION. IN NO CASE SHOULD THE PIPE CONDUIT BE INSTALLED BY CUTTING A TRENCH THROUGH THE DAM AFTER THE EMBANKMENT IS COMPLETE. 5. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY. 6. DISCHARGE THE WATER INTO THE BASIN IN A MANNER TO PREVENT EROSION USE DIVERSIONS WITH OUTLET PROTECTION TO DIVERT SEDIMENT -LADEN WATER TO THE UPPER END OF THE POOL AREA TO IMPROVE TRAP EFFICIENCY. 7. CONSTRUCT THE STRUCTURE SO THAT THE DISTURBED AREA IS MINIMIZED. DIVERT SURFACE WATER AWAY FROM BARE AREAS. COMPLETE THE EMBANKMENT BEFORE THE AREA IS CLEARED. EMBANKMENT STONE ENERGY DISSIPATOR EMERGENCY SPILLWAY WOOD STAKE ` 4 IN CONTAINER 24" O.C. MAXIMUM OR METAL POST TOP OF EMBANKMENT 24" O.C. MAXIMUM TRASH RACK 1' MIN. EMERGENCY SPILLWAY FREEBOARD 2 24" O.C. MAXIMUM 1' MIN. ��' RISER STRUCTURE � 40 BARREL ryy, y, PIPE 4 4 IN CONTAINER 18" O.C. MAXIMUM 1' 1 GAL CONTAINER 48" O.C. MAXIMUM ANTIFLOTATION BLOCK CUT-OFF TRENCH ANTI -SEEP 1 STABILIZED OUTLET 2' DEEP 1.1 COLLAR 48" O.C. MAXIMUM CROSS-SECTION VIEW 4 IN CONTAINER 18" O.C. MAXIMUM NOTES 1. SEED AND PLACE MATITNG FOR EROSION CONTROL ON INTERIOR AND EXTERIOR SIDESLOPES. 2. INSTALL A MINIMUM OF 3 COIR FIBER BAFFLES IN ACCORDANCE WITH PRACTICE STANDARD 6.65. 3. INSTALL SKIMMER AND COUPLING TO RISER STRUCTURE OR DIRECTLY INTO EMBANKMENT 1 FT. FROM BOTTOM OF BASIN. 4. THE ARM PIPE SHALL HAVE A MINIMUM LENGTH OF 6 FT. BETWEEN THE SKIMMER AND COUPLING. I SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W. FAIRCLOTH & SON INC. PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER. SKIMMER MAINTENANCE INSPECT TEMPORARY SEDIMENT BASINS WEEKLY AND AFTER EACH PERIOD OF SIGNIFICANT RAINFALL. REMOVE SEDIMENT AND RESTORE TRAP TO ITS ORIGINAL DIMENSIONS WHEN THE SEDIMENT HAS ACCUMULATED TO ONE-HALF THE DESIGN DEPTH OF THE TRAP. PLACE THE SEDIMENT THAT IS REMOVED IN AN AREA WITH SEDIMENT CONTROLS. CHECK THE EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS IMMEDIATELY. REMOVE ALL TRASH AND OTHER DEBRIS FROM THE RISER AND POOL AREA. 8. INSTALL POROUS BAFFLES AS SPECIFIED. NTS 9. AVOID STEEP SIDE SLOPES, AND FENCE AND MARK BASINS WITH WARNING SIGNS IF TRESPASSING IS LIKELY. FOLLOW ALL STATE AND LOCAL REQUIREMENTS. 2 PERMANENT SEEDING SPECIFICATIONS 4 TEMPORARY GRAVEL CONSTRUCTION ENTRANCE 5 TEMPORARY SEDIMENT BASIN DRIVE POSTS 24" INTO THE GROUND MAXIMUM 4' O.C. AND EXCAVATE A 4"X 8" TRENCH UPHILL ALONG THE LINE OF POSTS. ATTACH WIRE FENCE TO POSTS AND EXTEND THE BOTTOM OF THE FENCE 8" INTO THE EXCAVATED TRENCH AND TURNED OUT 4" IN TUG TOP -W STEP 1 ATTACH THE JUTE NETTING OR OTHER FABRIC APPROVED BY THE ENGINEER TO THE STAY WIRE AND POSTS, EXTEND THE BOTTOM OF THE FABRIC 8" INTO THE TRENCH AND TURNED OUT 4" IN THE TRENCH OR USE 8" EROSION CONTROL MATTING STAPLES. BACKFILL THE TRENCH AND COMPACT THE SOIL FIRMLY TO ANCHOR THE BOTTOM OF THE SILT FENCE. BURIED FABRIC SHALL NOT BE VISIBLE. THE TOP OF THE FABRIC SHALL BE 6" HIGHER THAN THE WEIR. STEP 3 7 STEP 4 NOTES: 1. GRADE THE BASIN SUCH THAT THE BOTTOM IS LEVEL 2. INSTALL THE BAFFLES AS SHOWN ON THE GRADING PLAN. BAFFLES SHALL EXTEND THE FULL WIDTH OF THE BASIN. 3. DO NOT SPLICE THE FABRIC, USE A CONTINUOUS PIECE ACCROSS THE BASIN OR TRAP. 4. POSTS FOR THE BAFFLES SHALL BE 4' OC. MAINTENANCE 1. INSPECT THE BAFFLES EACH ACTIVE DAY ON SITE BUT IN NO CASE LESS THAN ONCE PER WEEK AND AFTER EACH RAINFALL EVENT. MAKE ANY REPAIRS IMMEDIATELY. 2. REMOVE SEDIMENT DEPOSITS WHEN THE MEASURE REACHES HALF FULL. TAKE CARE TO AVOID DAMAGING THE BAFFLES WHEN THE SEDIMENT IS REMOVED. 3. TEMPORARY MEASURE SHALL NOT BE REMOVED BY THE CONTRACTOR UNTIL THIS ACTION IS APPROVED BY AN NCDENR REPRESENTATIVE. THE ACTION WILL BE APPROVED WHEN THE CONTRIBUTING DRAINAGE AREA IS STABLE. 4. PLACEMENT OF BAFFLES: INLET ZONE- 35% OF LENGTH FROM ENTRY POINT FIRST CELL - 25% OF LENGTH FROM INLET ZONE SECOND CELL - 25% OF LENGTH FROM FIRST CELL OUTLET ZONE - 15% OF LENGTH FROM SECOND CELL POSTS MAX 4' O.C. TOP STAY WIRE OR ROPE JUTE NETTING OR EQUIVILENT X FBOTTOM OF FABRIC BURIED 8" < IN EXCAVATED TRENCH & r TURNED OUT 4" IN THE 0 TRENCH, OR PINNED WITH 8" = EROSION CONTROL MATTING STAPLES. '\V�SLOW STEEL POST DRIVEN 24" INTO GROUND SECTION A -A BOTTOM ANCHORE POROUS BAFFLES BELOW WATER SURFACE V V 0 wJ EDGE OF NORMAL POOL �w dI L'1, I I, Ii1i 1i UPLANDS (ABOVE WATER SURFACE) SHALLOW WATER PLANTS SHALLOW LAND PLANTS COMMON NAME BOTANICAL NAME COMMON NAME BOTANICAL NAME WATERPOD HYDROLEA QUADRIVALVIS JOE PYE WEED EUPATORIUM FISTULOSUM Vw PICKERELWEED PONTEDERIA CORDATA RED CHOKEBERRY ARONIA ARBUTIFOLIA LIZARD TAIL SAURURUS CERNUUS CARDINAL FLOWER LOBELIA CARDINALIS BULLTONGUE SAGITTARIA LANCIFOLIA SILKY DOGWOOD CORNUS AMOMUM * BLUE FLAG IRIS IRIS VIRGINICA * SWAMP MILKWEED ASCLEPIAS INCARNATA NOTES * ALTERNATE PLANTS 1. PLANT SPACINGS SHALL BE A MAXIMUM OF 18 INCHES ON CENTER. 2. PLANTS CAN AND SHOULD BE MIXED MATCHED DURING THE PLANTING PROCESS. SHALLOW LAND PLANTS AND SHALLOW WATER PLANTS CANNOT BE MIXED TOGETHER. 3. SOIL SAMPLE SHOULD BE TAKEN PRIOR TO SAMPLING AND FERTILIZE AT RECOMMENDATION FROM SOILS ANALYSIS. 4. ALL SLOPES AND AREAS ADJACENT TO THE WET POND SHALL BE SEEDED WITH BERMUDA GRASS FOR A PERMANENT GROUNDCOVER. 5. ALL INSTALLATIONS SHALL BE FROM A QUALIFIED PROFESSIONAL. 10 PERSPECTIVE VIEW COMMON NAME SIZE SPACING WATERPOD 4 IN CONTAINER 24" O.C. MAXIMUM PICKERELWEED 4 IN CONTAINER 24" O.C. MAXIMUM LIZARD TAIL 4 IN CONTAINER 24" O.C. MAXIMUM BULLTONGUE 4 IN CONTAINER 24" O.C. MAXIMUM BLUE FLAG IRIS 4 IN CONTAINER 24" O.C. MAXIMUM JOE PYE WEED 4 IN CONTAINER 18" O.C. MAXIMUM RED CHOKEBERRY 1 GAL CONTAINER 48" O.C. MAXIMUM CARDINAL FLOWER 1 GAL CONTAINER 48" O.C. MAXIMUM SILKY DOGWOOD 1 GAL CONTAINER 48" O.C. MAXIMUM SWAMP MILKWEED 4 IN CONTAINER 18" O.C. MAXIMUM INLET ZONE 35% OF SURFACE AREA AMBER URFACE AREA A PLANT SUPPLIERS CAROLINA GREENERY, WEST END, NC 910-947-3150 MELLOW MARSH FARM, PITTSBORO, NC 919-742-1200 PLANT DELIGHTS NURSERY, RALEIGH, NC 919-772-4794 CILL IDE NATIVE PLANT NURSERY, RALEIGH, NC 877-479-2673 **VEGETATED SHELF AND SLOPES ABOVE THE PERMANENT POOL ELEVATION SHALL HAVE A MINIMUM OF 6" TOPSOIL. SUBGRADE SHALL BE ADJUSTED TO ACCOUNT FOR ADDITION OF TOPSOIL IN THESE AREAS SUCH THAT THE ELEVATIONS SHOWN ABOVE ARE TO THE FINISHED GRADE OF THE TOPSOIL. VEGETATED SHELF PLANTING DETAIL NTS NTS 0 • 11 PIPE OUTLE WELL-DEFINED MAINTENANCE 1. INSPECT THE OUTLET PROTECTION AFTER EACH RAINFALL BUT IN NO CASE LESS THAN ONCE PER WEEK. ANY STONES THAT THAT HAVE BEEN DISLODGED SHOULD BE REPLACED AND ANY EROSION AROUND THE OUTLET SHOULD BE REPAIRED. PLAN GRAVEL OR FABRIC L F==- D -- L _J _ = 1 J �_[ I- )�I FILTER LAYER I -III -III I I -III- GRAVEL OR FABRIC -III=III=1 SECTION A -A NOTES 1. LA IS THE LENGTH OF THE RIPRAP 3. IN A WELL-DEFINED CHANNEL EXTEND APRON.(SEE EC PLAN) THE APRON THE REQUIRED 4' WIDTH OR UP TO THE TOP OF THE CHANNEL 2. D = 1.5 TIMES THE MAXIMUM BANKS, WHICHEVER IS LESS. STONE DIAMETER BUT NOT LESS THAN 6". 4. A FILTER FABRIC OR BLANKET SHOULD BE INSTALLED BETWEEN THE RIPRAP AND SOIL FOUNDATION. TYPICAL RIP RAP APRON GABION SPECIFICATIONS NTS NTS MATERIAL GABIONS SHALL BE MADE OF WELDED STEEL WIRE MESH OF A NOMINAL SIZE OF 3" X 3". THE WELDED STEEL WIRE SHALL BE PVC COATED IN ALL APPLICATIONS PERTAINING TO THE GABION. DIMENSIONS GABIONS SHALL BE BUILT IN VARIOUS LENGTHS AND HEIGHTS. THE LENGTH SHALL BE IN MULTIPLES OF THE WIDTH. THE WIDTH SHALL NOT BE LESS THAN 3'. DIMENSIONS FOR HEIGHTS, WIDTHS AND LENGTHS ARE SUBJECT THE APPLICATION AND PURPOSE. IF THE LENGTH IS INCREASED BY A MULTIPLE OF THE WIDTH THE BASKET SHALL HAVE A WIRE WALL DIAPHRAGM SEWN INTO ITS INTERIOR TO MAINTAIN THE SHAPE OF THE BASKET. FABRICATION GABIONS SHALL BE FABRICATED IN SUCH AWAY THAT THE BASE, SIDES, LIDS, ENDS, AND DIAPHRAGMS CAN BE ASSEMBLED AT THE CONSTRUCTION SITE INTO A RECTANGULAR UNIT OF THE SPECIFIED SIZE. THE LID SHALL BE A SEPARATE UNIT OF THE SAME MESH AND WIRE SPECIFICATIONS AS THE BODY. THE WELD SHEAR STRENGTH SHALL COMPLY WITH ASTM A -185-90A. WHERE THE LENGTH OF THE GABION EXCEEDS ITS WIDTH, THE GABION SHALL BE DIVIDED BY DIAPHRAGMS INTO CELLS OF EQUAL LENGTH. THE WIRE MESH SHALL BE MADE OF GALVANIZED STEEL WIRE HAVING A MINIMUM DIAMETER OF 3 MM. ALL WIRE USED IN THE FABRICATION OF THE GABION AND IN THE WIRING OPERATIONS SHALL CONFORM TO US FEDERAL SPECIFICATION QQ-W-461 H AND POSSESS A SOFT TENSILE STRENGTH WITH A CLASS 3 FINISH 5 ZINC COATING IN ACCORDANCE WITH ASTM A-641. PREFORMED STEEL WIRE SPIRAL BINDERS WITH A 3" PITCH ARE USED TO ASSEMBLE AND INTERCONNECT EMPTY GABIONS AND SHALL MEET THE SAME SPECIFICATION AS THE WIRE USED IN THE MESH. AFTER ASSEMBLY, THE INDIVIDUAL GABION UNITS ARE INTERCONNECTED USING THE SAME WIRE AND THE CONNECTION SHOULD BE MADE NO LESS THAN EVERY 6" ALONG THE PERIMETER. THEY SHOULD THEN FILLED WITH CLEAN, HARD STONE FROM 4" - 8"IN DIAMETER. THE LIDS ARE THEN CLOSED AND JOINED TO THE TOP EDGES OF THE INDIVIDUAL GABIONS AND DIAPHRAGMS. THE USE OF EXPEDIENT CLIPS OR HOG RINGS FOR THIS PURPOSE IS NOT PERMITTED. IF PROPERLY CONSTRUCTED, THE LIDS AND PANELS SHOULD MEET CLOSELY WITHOUT GAPS AND THAT THE TIES PROVIDE A TIGHT JOINT AT ALL PANELS AND DIAPHRAGMS. NTS GABION BAFFLE 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com '(y\ CARO � `N 44 •........ / ;I �`�O••• y'i •� SEA 02 IN 0"7- 04/_j? REVISIONS PROJECT NAME BRIGHTWATER STORM PONDS EROSION CONTROL & STORM WATER DETAILS CLIENT HARNETT COUNTY ENGINEERING 900 South 9th Street Lillington, North Carolina 27546 Phone: (910) 814-6156 Fax: (910) 814-4041 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 DRAWING SCALE NOT TO SCALE DATE RELEASED JULY 4, 2018 SHEET NUMBER C-4.0 PVC VENT PIPE_ SCH 40 PVC **SKIMMER CAN BE PURCHASED FROM J.W, FAIRCLOTH & SON INC. PIPE SKIMMER CHOSEN SHALL BE EQUAL TO THE FAIRCLOTH SKIMMER. MAINTENANCE INSPECT SKIMMER SEDIMENT BASINS AT LEAST WEEKLY AN AFTER EACH SIGNIFICANT (0.5 INCH OR GREATER) RAINFALL EVENT AND REPAIR IMMEDIATELY. REMOVE SEDIMENT AND RESTORE BASIN TO ITS ORIGINAL DIMENSIONS WHEN SEDIMENT ACCUMULATES TO 1/2 HEIGHT OF THE 1ST BAFFLE. PULL THE SKIMMER TO ONE SIDE SUCH THAT THE SEDIMENT UNDERNEATH IT CAN BE EXCAVATED. EXCAVATE THE SEDIMENT FROM THE ENTIRE BASIN. MAKE SURE THE VEGETATION GROWING IN THE BOTTOM OF THE BASIN DOES NOT HOLD DOWN THE SKIMMER. REPAIR THE BAFFLES IF THEY ARE DAMAGED. RE -ANCHOR THE BAFFLES IF WATER IS FLOWING UNDERNEATH OR AROUND THEM. IF THE SKIMMER IS CLOGGED WITH TRASH AND THERE IS WATER IN THE BASIN, USUALLY JERKING THE ROPE WILL MAKE THE SKIMMER BOB UP AND DOWN AND DISLODGE THE DEBRIS AND RESTORE FLOW. IF THIS DOES NOT WORK, PULL THE SKIMMER OVER TO THE SIDE OF THE BASIN AND REMOVED THE DEBRIS. CHECK THE ORIFICE INSIDE THE SKIMMER TO SEE IF IT IS CLOGGED; IF SO, REMOVE THE DEBRIS. IF THE SKIMMER ARM OR BARREL PIPE IS CLOGGED, THE ORIFICE CAN BE REMOVED AND THE OBSTRUCTION CLEARED WITH A PLUMBER'S SNAKE OR BY FLUSHING WITH WATER. BE SURE AND REPLACE THE ORIFICE BEFORE REPOSITIONING THE SKIMMER. CHECK THE FABRIC LINED SPILLWAY FOR DAMAGE AND MAKE ANY REQUIRED REPAIRS WITH FABRIC THAT SPANS THE FULL WIDTH OF THE SPILLWAY. CHECK EMBANKMENT, SPILLWAYS, AND OUTLET FOR EROSION DAMAGE AND INSPECT THE EMBANKMENT FOR PIPING AND SETTLEMENT. MAKE ALL NECESSARY REPAIRS. NTS PLAN VIEW O 12„ 1 ANTI -SEEP COLLAR ANTI-SEEI CLASS B CONCRETE. I I TRENCH WIDTH GRADE SECTION A -A NTS GROUND STABILIZATION CHART SITE AREA STABILIZATION STABILIZATION TIME DESCRIPTION TIME FRAME FRAME EXCEPTIONS PERIMETER DIKES, WHERE THE FABRIC SEE PLAN FOR SWALES, DITHCES 7 DAYS NONE AND SLOPES 30' 17 5/8" 16 3/4" 17" HIGH QUALITY 18' 18" WATER (HQW) 7 DAYS NONE ZONES 20 1/4" 20 1/4" 19 1/2" 2- 2' 24" 24" IF SLOPES ARE 10' OR SLOPES STEEPER 7 DAYS LESS IN LENGTH AND ARE THAN 3:1 26 1/4" 2 13/16" 2 3/4" NOT STEEPER THAN 2:1, 36" 4' 44" 97 1/2" 16" 14 DAYS ARE ALLOWED SLOPES 3:1 OR 71" 40 7/8" 7 -DAYS FOR SLOPES FLATTER 14 DAYS GREATER THAN 50 FEET 5' 58' 99 1/4' 25 1/2" 70 1/4" IN LENGTH 83 1/2" 53 3/4" 52 3/4" 52 1/2" NONE ALL OTHER AREAS (EXCEPT FOR WITH SLOPES FLATTER 14 DAYS PERIMETERS AND THAN 4:1 HQW ZONES) NTS TOP OF POND SEE PLAN FOR RIP RAP THICKNESS CLASS B SEE PLANSFORE ID THICKNESS /�� \��j\ \\�\�� SEE FOR THE NVERT / INIS THE ELEVATION FILTER FABRIC WHERE THE FABRIC SEE PLAN FOR MEETS THE STONE SPILLWAY WIDTH 27 1/4" SPILLWAY CROSS SECTION 30' 17 5/8" 1. INSTALL THE EMERGENCY SPILLWAY IN UNDISTURBED SOIL. THE ACHIEVEMENT OF PLANNED ELEVATIONS, GRADE, DESIGN WIDTH, AND ENTRANCE AND EXIT CHANNEL SLOPES ARE CRITICAL TO THE SUCCESSFUL OPERATION OF THE EMERGENCY SPILLWAY. 2. ALTERNATIVE MATERIALS MAY BE USED OTHER THAN THE SPECIFIED STONE IF APPROVED BY THE DESIGN ENGINEER. 3. MAX SIDE SLOPES ARE 3:1 1 FAIRCLOTH SKIMMER I 1 2 ANTI -SEEP COLLAR 1 1 3 GROUND STABILIZATION CHART 1 1 4 EMERGENCY SPILLWAY FLARED END SECTION DIMENSIONS PIPE DIA. ID WALL OD L A B C E F G H J K M 15" 15" 2 1/4" 19 1/2" 74 3/4' 7" 27 1/4" 47 1/2" 30' 17 5/8" 16 3/4" 17" 16 1/2" 2- 2' 18' 18" 2 1/2" 23" 74 3/4' 9" 27" 47 3/4" 36' 20 7/8" 20 1/4" 20 1/4" 19 1/2" 2- 2' 24" 24" 3' 30" 80" 9" 43" 37" 47 3/4" 27 1/2" 27 1/8" 26 3/4" 26 1/4" 2 13/16" 2 3/4" 36" 36" 4' 44" 97 1/2" 16" 60" 37 1/2" 71" 40 7/8" 40" 39 3/4" 39" 3 3/4" 3 3/4" 48' 48" 5' 58' 99 1/4' 25 1/2" 70 1/4" 29' 83 1/2" 53 3/4" 52 3/4" 52 1/2" 51 3/4" 4 1/4' 4 1/4" OD F G Ka - TOP VIEW �M B OD H J ID �A C �1 WALL L IE - E NOTES: 1. ALL CONCRETE TO BE 4000 PSI. 2. REINFORCEMENT STEEL MEETS ASTM 615 GRADE 60 . 3. ALL EXPOSED EDGES CHAMFERED 3/4" 4. PIPE TO BE GROUTED INTO FLARED END SECTION JOB SITE BY CONTRACTOR. 5. PRECAST FES STRUCTURES SHOULD BE POSITIONED AROUND AN EXISTING PIPE OR PIPE INSERTED INTO FES. FLARED END SECTIONS SHOULD BE PLACED ON A PREPARED FOUNDATION AS SPECIFIED BY THE ENGINEER. 6. COMPACTION OF BACKFILL MATERIALS SHALL BE AS REQUIRED BY THE ENGINEER. NTS 3/4"x3/4" ALUK LIFTING LUG *** THE MAXIMUM SPACING BETWEEN BARS SHALL NOT EXCEED 5.5 INCHES. NTS SECTION A -A RASH RACK SCOTT RISER SCOTT CHECKED BY: PVC SCREW WIER TYPE PLUG 4" PVC STUBBED INTO BOXPVC TEE TEMPORARY POOL PERMANENT POOL WkL" 0C PVC CAP WITH (SEE CHART)" DRILLED HOLE TYPICAL ORIFICE OUTLET CONFIGURATION STRUCTURE A (FT) I B (F) I C IN D FT HOLES I E FT F FT RI -1 1 155.50 1 152.00 1 3.0 1 152.00 1 1 1 153.57 11.25 RI -2 160.35 157.00 2.0 157.00 1 158.50 1.30 NOTES 1. WEEP HOLES SHALL BE EVENLY DISTRIBUTED AMONG THE THREE RECEIVING SIDES. 2. MINIMUM SEPARATION OF 1.5 TIMES THE DIAMETER OF THE WEEP HOLE SHALL BE MAINTAINED BETWEEN THE WEEP HOLES. 3. OUTSIDE RISER DIMENSIONS: L=4', W=3'(POND 1 & 2) INSIDE RISER DIMENSIONS: L=3', W=2'(POND 1 & 2) OUTSIDE RISER DIMENSIONS: L=7', W=3'(POND 3) NTS INSIDE RISER DIMENSIONS: L=6', W=2'(POND 3) NTS NATURAL GROUND MAX. SLOPE (TYP) IN. 2.5 2.5 NATURAL GROUND z 2.5/ 3 loo COMPACTED SOIL *** WHEN A GRAVEL DIVERSION BERM IS REQUIRED, THE HEIGHT SHALL BE REDUCED TO 12 INCHES AND THE TOP WIDTH TO 6", ALL OTHER REQUIREMENTS SHALL REMAIN THE SAME. TEMPORARY DIVERSION KEY NOTES: 1. CLEAR THE ARE UNDER THE BERM AND STRIP THE ROOTS/OTHER ORGANICS. 2. COMPACT THE SIDE SLOPES, PREFERABLY WITH A TRACKED VEHICLE TO SLOW RUNOFF VELOCITIES. 3. VEGITATE THE RIDGE OF THE BERM IMMEDIATELY AFTER CONSTRUCTION UNLESS THE BERM WILL REMAIN IN PLACE FOR LESS THAN 30 DAYS. INSPECT TEMPORARY DIVERSIONS ONCE A WEEK AND AFTER EVERY RAINFALL. IMMEDIATELY REMOVE SEDIMENT FROM THE FLOW AREA AND REPAIR THE DIVERSION RIDGE. CAREFULLY CHECK OUTLETS AND MAKE TIMELY REPAIRS AS NEEDED. SECTION VIEW OUTLET VIEW 5 FLARED END SECTION 6 TRASH RACK 7 STORM BASIN RISER WITH ORIFICE DETAIL 8 TEMPORARY DIVERSION BERM NTS 4Dsite solutions civil engineering I land surveying 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 fax 1910-426-5777 license number I C-2354 www.4Dsitesotutions.com \A111 I I I 111� CARO, IICARO,��''' 2: Qk SS /0% - i SEA 02 •• GINE ••: ja�� Z1 �O I I111,� 0-7-Oy]g REVISIONS PROJECT NAME BRIGHTWATER STORM PONDS EROSION CONTROL & STORM WATER DETAILS CLIENT HARNETT COUNTY ENGINEERING 900 South 9th Street Lillington, North Carolina 27546 Phone: (910) 814-6156 Fax: (910) 814-4041 PROJECT INFORMATION DESIGNED BY: SCOTT DRAWN BY: SCOTT CHECKED BY: CHRIS PROJECT NUMBER: 1350 DRAWING SCALE NOT TO SCALE DATE RELEASED JULY 4, 2018 SHEET NUMBER C-4.1 htwater Storm Ponds Storm Water Narrative The site is currently undeveloped with exception to a street that will serve the future commercial development. The site will be developed as a commercial subdivision. The property is located in a water supply watershed and is limited to a maximum of 70% impervious area. The site drains to wetlands located near both ponds. There is currently no impervious area within the existing parcels. The two wet ponds are sized to accommodate a maximum of 70% impervious within the drainage area. It is anticipated that the storm water will be piped into the forebays of each wet pond once the drainage areas are developed. The ponds will discharge into the existing wetlands. The wet ponds have been designed in accordance with the latest NCDEQ Stormwater Design Manual. 409 Chicago Drive, Suite 112, FayetteviIle. AIC 28306 office 1910-426-6777 fax l 910-426-5777 On time, every time. I www.4Dsitesolutions.com July 4, 2018 NCDEQ 401 & Buffering Permitting Branch Attn: Chonticha McDaniel 512 N. Salisbury Street Raleigh, NC 27604 RE: Storm water submittal, Brightwater Storm Ponds, Lillington, North Carolina Chonticha; We are submitting the Phase II Storm Water permitting package for the Brightwater Storm Ponds. Please find enclosed 2 copies of the construction drawings, application, storm water narrative, calculations and supplement forms. Per our emails, the application fee is not required. look forward to working with you on this project. If you have any questions or concerns, please feel free to contact us. Sincerely, 4D Site Solutions, Inc. Scott Brown, PE sbrown@4dsitesolutions.com Gn/ IncI irn 409 Chicago Drive, Suite 112, Fayetteville, NC 28306 office 1910-426-6777 license number :C-2354 www.4Dsitesolutions.com WET POND Brightwater Storm Ponds THE DRAINAGE AREA 7 Drainage area number 1 Break down of BUA in the drainage area (both new and existing): Total coastal wetlands area (sq ft) 0 Parking / driveway (sq ft) 146678 sf Total surface water area (sq ft) 0 Sidewalk (sq ft) 1490 sf Total drainage area (sq ft) 204297 sf Roof (sq ft) 22500 sf BUA associated with existing development (sq ft) 0 Roadway (sq ft) 0 Proposed new BUA (sq ft) 170668 sf Other, please specify in the comment box below (sq ft) 0 Percent BUA of drainage area 84% ITotal BUA (sq ft) 170668 sf COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM Stormwater program(s) that apply (please specify): Design rainfall depth (in) 1.0 in Phase II Post -Construction SW GENERAL MDC FROM 02H .1050 Minimum volume required (cu ft) 13790 cf Design volume of SCM (cu ft) 71955 cf #1 Is the SCM sized to treat the SW from all surfaces at build -out? Yes #7 If applicable, with the SCM be cleaned out after construction? Yes #2 Is the SCM located on or near contaminated soils? No #8 Does the mainetenance access comply with General MDC (8)? Yes #3 What are the side slopes of the SCM (H:V)? 3:1 #9 Does the drainage easement comply with General MDC (9)? Yes #3 Does the SCM have retaining walls, gabion walls or other engineered side slopes? No #10 If the SCM is on a single family lot, does the plat comply with General MDC (10)? #4 Are the inlets, outlets, and receiving stream protected from erosion (10 -year storm)? Yes #11 Is there an O&M Agreement that complies with General MDC (11)? Yes #5 Is there a a bypass for flows in excess of the design flow? Yes #12 Is there an O&M Plan that complies with General MDC (12)? Yes #6 What is the method for dewatering the SCM for maintenance? WET POND MDC FROM 02H .1053 Pump (preferred) #13 Was the SCM designed by an NC licensed professional? Yes #1 Method used SADA #6 Width of the vegetated shelf (feet) 6 ft #1 Surface area of the main permanent pool (square feet) 15775 sf #6 Location of vegetated shelf @ Normal Pool #1 Volume of the main permanent pool (cubic feet) 70241 cf #6 Elevation of top of shelf (fmsl) 153 ft #2 Average depth of the main pool (feet) 4.3 ft #6 Elevation of bottom of shelf (fmsl) 152 ft #2 Was the vegetated shelf included in the calculation of average depth? No #6 Slope of vegetated shelf (H:V) 6:1 #2 Elevation of the bottom of the permanent pool (fmsl) 146 ft #7 Diameter of drawdown orifice (inches) 3.0 in #2 Elevation of the top of the permanent pool (fmsl) 152.0 ft #7 Drawdown time for the temporary pool (hours) 58 hrs #2 Elevation of the top of the temporary pool (fmsl) 153.57 ft #7 Does the orifice drawdown from below the top surface of the permanent pool? Yes #3 Depth provided for sediment storage (inches) 12 in #8 Does the pond minimize impacts to the receiving channel from the 1 -yr, 24 -hr storm? Yes #4 Are the inlet(s) and outlet located in a manner that avoids short-circuiting? Yes #9 Are fountains proposed? No #4 Describe any measures, such as berms or baffles, that will be taken to improve the flow path: #9 If yes, is documentation provided per Wet Pond MDC (9)? N/A #10 Is a trash rack or other device provided to protect the outlet system? Yes #5 Volume of the forebay (cubic feet) 15525 #11 Are the dam and embankment planted in non -clumping turf grass? Yes #5 Is this 15-20% of the volume in the main pool? Yes #11 Species of turf that will be used on the dam and embankment Bermuda #5 Depth of forebay at entrance (inches) 72 in #11 Describe the planting plan for the vegetated shelf: #5 Depth of forebay at exit (inches) #5 Does water flow out of the forebay in a non-erosive manner? #5 Clean-out depth for forebay (inches) #5 Will the forebay be cleaned out when the depth is reduced to less than the above? 60 in Yes 30 in Yes Vegetated shelf to be planted with a combination of shallow water and shallow land plants, spacings to be a maximum o 18 inches on center. Fertilizer shall be used according to recommendation from soil analysis. See plan details for listing of plants to be used. ADDITIONAL INFORMATION Please use this space to provide any additional information about this wet pond that you think is relevant to the review: Wet Pond 1 1:26 PM 7/19/2018 vvr_ 1 r V 1Y LJ brigntwater Storm tunas THE DRAINAGE AREA 2 Drainage area number 2 Break down of BUA in the drainage area (both new and existing): Total coastal wetlands area (sq ft) Parking / driveway (sq ft) 132613 sf Total surface water area (sq ft) Sidewalk (sq ft) Total drainage area (sq ft) 189447 sf Roof (sq ft) BUA associated with existing development (sq ft) Roadway (sq ft) Proposed new BUA (sq ft) 132613 sf Other, please specify in the comment box below (sq ft) Percent BUA of drainage area 70% Total BUA (sq ft) COMPLIANCE WITH THE APPLICABLE STORMWATER PROGRAM 12 in Stormwater proqram(s) that apply (please specify): IDesign rainfall depth (in) 1.0 in #1 Is the SCM sized to treat the SW from all surfaces at build -out? Yes #2 Is the SCM located on or near contaminated soils? No #3 What are the side slopes of the SCM (H:V)? 3:1 #3 Does the SCM have retaining walls, gabion walls or other engineered side slopes? No #4 Are the inlets, outlets, and receiving stream protected from erosion (10 -year storm)? Yes #5 Is there a a bypass for flows in excess of the design flow? Yes #6 What is the method for dewaterinq the SCM for maintenance? Pump (pre #1 Surface area of the main permanent pool (square feet) 6201 sf #1 Volume of the main permanent pool (cubic feet) 23701 cf #2 Average depth of the main pool (feet) 4 ft #2 Was the vegetated shelf included in the calculation of average depth? No #2 Elevation of the bottom of the permanent pool (fmsl) 151 ft #2 Elevation of the top of the permanent pool (fmsl) 157 ft #2 Elevation of the top of the temporary pool (fmsl) 158 ft #3 Depth provided for sediment storage (inches) 12 in #4 Are the inlet(s) and outlet located in a manner that avoids short-circuiting? Yes #4 Describe any measures, such as berms or baffles, that will be taken to improve the flow path: @ Normal Pool N/A 158 ft #5 Volume of the forebay (cubic feet) 4590 #5 Is this 15-20% of the volume in the main pool? Yes #5 Depth of forebay at entrance (inches) 72 in #5 Depth of forebay at exit (inches) 60 in #5 Does water flow out of the forebay in a non-erosive manner? Yes #5 Clean-out depth for forebay (inches) 30 in #5 Will the forebay be cleaned out when the depth is reduced to less than the above? Yes ADDITIONAL INFORMATION Please use this space to Drovide anv additional information about this wet pond that you think is relevant to the review: If applicable, with the SCM be cleaned out after construction? Yes Does the mainetenance access comply with General MDC (8)? Yes Does the drainage easement comply with General MDC (9)? Yes 0 If the SCM is on a single family lot, does the plat comply with General MDC (10)? 1 Is there an O&M Agreement that complies with General MDC (11)? Yes 2 Is there an O&M Plan that complies with General MDC (12)? Yes 3 Was the SCM designed by an NC licensed professional? Yes Width of the vegetated shelf (feet) 6 ft Location of vegetated shelf @ Normal Pool Elevation of top of shelf (fmsl) 158 ft Elevation of bottom of shelf (fmsl) 157 ft Slope of vegetated shelf (H:V) 6:1 Diameter of drawdown orifice (inches) 2.0 in Drawdown time for the temporary pool (hours) 60 hrs Does the orifice drawdown from below the top surface of the permanent pool? Yes Does the pond minimize impacts to the receiving channel from the 1 -yr, 24 -hr storm? Yes Are fountains proposed? No If yes, is documentation provided per Wet Pond MDC (9)? 0 Is a trash rack or other device provided to protect the outlet system? Yes 1 Are the dam and embankment planted in non -clumping turf grass? Yes 1 Species of turf that will be used on the dam and embankment Bermuda 1 Describe the planting plan for the vegetated shelf: �getated shelf to be planted with a combination of shallow water and shallow land plants, spacings to be a maximum o inches on center. Fertilizer shall be used according to recommendation from soil analysis. See plan details for listing plants to be used. Wet Pond 2 1:26 PM 7/19/2018 DEMLR USE ONLY Date Received Fee Paid Permit Number Applicable Rules: ❑ Coastal SW -1995 ❑ Coastal SW - 2008 ❑ Ph II - Post Construction (select all that apply) ❑ Non -Coastal SW- HQW/ORW Waters ❑ Universal Stormwater Management Plan ❑ Other WQ M mt Plan: State of North Carolina Department of Environment and Natural Resources Division of Energy, Mineral and Land Resources STORMWATER MANAGEMENT PERMIT APPLICATION FORM This form may be photocopied for use as an original I. GENERAL INFORMATION 1. Project Name (subdivision, facility, or establishment name - should be consistent with project name on plans, specifications, letters, operation and maintenance agreements, etc.): Brightwater Storm Ponds 2. Location of Project (street address): Brightwater Drive, north of intersection of Brightwater Drive and US Hwy 401 City:Lillington County:Harnett Zip:28306 3. Directions to project (from nearest major intersection): 3,1521f north of the intersection us US Hwy 401 and US Hwy 421 in Lillington along US Hwy 401. Project is located on north side of road. 4. Latitude:350 25' 23.40" N Longitude:78° 48'42.64" W of the main entrance to the project. II. PERMIT INFORMATION: 1. a. Specify whether project is (check one): ®New ❑Modification ❑ Renewal w/ Modificationt tRenewals with modifications also requires SKU -102 — Renewal Application Form b. If this application is being submitted as the result of a modification to an existing permit, list the existing permit number , its issue date (if known) , and the status of construction: ❑Not Started ❑Partially Completed* ❑ Completed* *provide a designer's certification 2. Specify the type of project (check one): ❑Low Density ®High Density ❑Drains to an Offsite Stormwater System ❑Other 3. If this application is being submitted as the result of a previously returned application or a letter from DEMLR requesting a state stormwater management permit application, list the stormwater project number, if assigned, and the previous name of the project, if different than currently proposed, 4. a. Additional Project Requirements (check applicable blanks; information on required state permits can be obtained by contacting the Customer Service Center at 1-877-623-6748): ❑LAMA Major ®Sedimentation/Erosion Control: 5.0 ac of Disturbed Area ❑NPDES Industrial Stormwater ❑404/401 Permit: Proposed Impacts b. If any of these permits have already been acquired please provide the Project Name, Project/ Permit Number, issue date and the type of each permit: 5. Is the project located within 5 miles of a public airport? ®No ❑Yes If yes, see S.L. 2012-200, Part VI: httl2:Hl2ortal.ncdenr.org/web/Ir/rules-and-regulations Form SWU-101 Version Oct. 31, 2013 Page 1 of 6 III. CONTACT INFORMATION 1. a. Print Applicant / Signing Official's name and title (specifically the developer, property owner, lessee, designated government official, individual, etc. who owns the project): Applicant/Organization:Harnett County Signing Official & Title: Amanda Bader, PE - County Engineer b. Contact information for person listed in item 1a above: Street Address:900 South 9th Street City: Lillington State:NC Zip:27546 Mailing Address (if applicable): City: State: Zip: Phone: (910 ) 814-6156 Fax: (910 ) 814-4041 Email:abader@harnett.org Please check the appropriate box. The applicant listed above is: ® The property owner (Skip to Contact Information, item 3a) ❑ Lessee* (Attach a copy of the lease agreement and complete Contact Information, item 2a and 2b below) ❑ Purchaser* (Attach a copy of the pending sales agreement and complete Contact Information, item 2a and 2b below) ❑ Developer* (Complete Contact Information, item 2a and 2b below.) 2. a. Print Property Owner's name and title below, if you are the lessee, purchaser or developer. (This is the person who owns the property that the project is located on): Property Owner/ Organization: Signing Official & Title: b. Contact information for person listed in item 2a above: Street Address: City: Mailing Address (if applicable): State: Zip: City: State: Zip: Phone: ( ) Fax: ( ) Email: 3. a. (Optional) Print the name and title of another contact such as the project's construction supervisor or other person who can answer questions about the project: Other Contact Person/ Organization: Signing Official & Title: b. Contact information for person listed in item 3a above: Mailing Address: City: State: Zip: Phone: ( ) Fax: ( ) Email: 4. Local jurisdiction for building permits: Harnett County Point of Contact:Donna Johnson Phone #: (910 ) 893-7525 Form SWU-101 Version Oct. 31, 2013 Page 2 of 6 IV. PROJECT INFORMATION 1. In the space provided below, briefly summarize how the stormwater runoff will be treated. The project is a commercial subdivision. Two wet ponds have been sized to treat the runoff from each side of Brightwater Drive. The ponds were sized using a maximum future impervious area of 70% because of the watersuRply watershed. No development has occurred on the lots to date. 2. a. If claiming vested rights, identify the supporting documents provided and the date they were approved: ❑ Approval of a Site Specific Development Plan or PUD Approval Date: ❑ Valid Building Permit Issued Date: ❑ Other: Date: b. If claiming vested rights, identify the regulation(s) the project has been designed in accordance with: ❑ Coastal SW -1995 ❑ Ph II - Post Construction 3. Stormwater runoff from this project drains to the Cape Fear River basin. 4. Total Property Area: 10.00 acres 5. Total Coastal Wetlands Area: 0 acres 6. Total Surface Water Area: 0 acres 7. Total Property Area (4) - Total Coastal Wetlands Area (5) - Total Surface Water Area (6) = Total Project Area+:13.29 acres + Total project area shall be calculated to exclude the following: the normal pool of impounded structures, the area between the banks of streams and rivers, the area below the Normal High Water (NHW) line or Mean High Water (MHM line, and coastal wetlands landward from the NHW (or MHW) line. The resultant project area is used to calculate overall percent built upon area (BUA). Non -coastal wetlands landward of the NHW (or MHM line may be included in the total project area. 8. Project percent of impervious area: (Total Impervious Area / Total Project Area) X 100 = 70 % 9. How many drainage areas does the project have?1 (For high density, count 1 for each proposed engineered stormwater BMP. For low density and other projects, use 1 for the whole property area) 10. Complete the following information for each drainage area identified in Project Information item 9. If there are more than four drainage areas in the project, attach an additional sheet with the information for each area provided in the same format as below. Basin Information Drainage Area 1 Drainage Area 2 Drainage Area _ Drainage Area _ Receiving Stream Name Cape Fear River Cape Fear River Stream Class * WS -IV WS -IV Stream Index Number * 18-(16.3) 18-(16.3) Total Drainage Area (sf) 392,040 189,447 On-site Drainage Area (so 392,040 189,447 Off-site Drainage Area (so 0 0 Proposed Impervious Area** (sf) 274,428 132,613 % Impervious Area** total 70.0 70 Impervious' Surface Area Drainage Area 1 Drainage Area 2 Drainage Area _ Drainage Area _ On-site Buildings/Lots (sf) 274,428 132,613 On-site Streets (so On-site Parking (sf) On-site Sidewalks (sf) Other on-site (sf) Future (sf) Off-site (so Existing BUA*** (sf) Total (so: 274,428 132,613 * Stream Class and Index Number can be determined at: http.aortal.ncdenr.orglweblwq&slcsulclassiflcations Impervious area is defined as the built upon area including, but not limited to, buildings, roads, parking areas, sidewalks, gravel areas, etc. Form SWU-101 Version Oct. 31, 2013 Page 3 of 6 'Report only that amount of existing BUA that will remain after development. Do not report any existing BUA that is to be removed and which will be replaced by new BUA. 11. How was the off-site impervious area listed above determined? Provide documentation. n/a Protects in Union County: Contact DEMLR Central Office staff to check if the project is located within a Threatened & Endangered Species watershed that may be subject to more stringent stormwater requirements as per 15A NCAC 02B. 0600. V. SUPPLEMENT AND O&M FORMS The applicable state stormwater management permit supplement and operation and maintenance (O&M) forms must be submitted for each BMP specified for this project. The latest versions of the forms can be downloaded from http:/ /portal.ncdenr.org/web/wq/ws/su/bmp-manual. VI. SUBMITTAL REQUIREMENTS Only complete application packages will be accepted and reviewed by the Division of Energy, Mineral and Land Resources (DEMLR). A complete package includes all of the items listed below. A detailed application instruction sheet and BMP checklists are available from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. The complete application package should be submitted to the appropriate DEMLR Office. (The appropriate office may be found by locating project on the interactive online map at http://portal.ncdenr.org/web/wq/ws/su/maps.) Please indicate that the following required information have been provided by initialing in the space provided for each item. All original documents MUST be signed and initialed in blue ink. Download the latest versions for each submitted application package from http://portal.ncdenr.org/web/wq/ws/su/statesw/forms docs. Initials 1. Original and one copy of the Stormwater Management Permit Application Form. 2. Original and one copy of the signed and notarized Deed Restrictions & Protective Covenants Form. (if required as per Part VII below) 3. Original of the applicable Supplement Form(s) (sealed, signed and dated) and O&M agreement(s) for each BMP. 4. Permit application processing fee of $505 payable to NCDENR. (For an Express review, refer to http://www.envhelp.org/pages/onestopexl2ress.html for information on the Express program and the associated fees. Contact the appropriate regional office Express Permit Coordinator for additional information and to schedule the required application meeting.) 5. A detailed narrative (one to two pages) describing the stormwater treatment/ management for _ 6. A USGS map identifying the site location. If the receiving stream is reported as class SA or the receiving stream drains to class SA waters within 1/2 mile of the site boundary, include the 1/2 mile radius on the map. 7. Sealed, signed and dated calculations (one copy). 8. Two sets of plans folded to 8.5" x 14" (sealed, signed, & dated), including: a. Development/ Project name. b. Engineer and firm. c. Location map with named streets and NCSR numbers. d. Legend. e. North arrow. f. Scale. g. Revision number and dates. h. Identify all surface waters on the plans by delineating the normal pool elevation of impounded structures, the banks of streams and rivers, the MHW or NHW line of tidal waters, and any coastal wetlands landward of the MHW or NHW lines. • Delineate the vegetated buffer landward from the normal pool elevation of impounded structures, the banks of streams or rivers, and the MHW (or NHW) of tidal waters. i. Dimensioned property/ project boundary with bearings & distances. j. Site Layout with all BUA identified and dimensioned. k. Existing contours, proposed contours, spot elevations, finished floor elevations. 1. Details of roads, drainage features, collection systems, and stormwater control measures. m. Wetlands delineated, or a note on the plans that none exist. (Must be delineated by a qualified person. Provide documentation of qualifications and identify the person who made the determination on the plans. n. Existing drainage (including off-site), drainage easements, pipe sizes, runoff calculations. o. Drainage areas delineated (included in the main set of plans, not as a separate document). Form SWU-101 Version Oct. 31, 2013 Page 4 of 6 p. Vegetated buffers (where required). 9. Copy of any applicable soils report with the associated SHWT elevations (Please identify elevations in addition to depths) as well as a map of the boring locations with the existing elevations and boring logs. Include an 8.5"x11" copy of the NRCS County Soils map with the project area clearly delineated. For projects with infiltration BMPs, the report should also include the soil type, expected infiltration rate, and the method of determining the infiltration rate. (Infiltration Devices submitted to WiRO: Schedule a site visit for DEMLR to verify the SHWT prior to submittal, (910) 796-7378.) 10. A copy of the most current property deed. Deed book: 3334 Page No: 574 11. For corporations and limited liability corporations (LLC): Provide documentation from the NC Secretary of State or other official documentation, which supports the titles and positions held by the persons listed in Contact Information, item 1a, 2a, and/or 3a per 15A NCAC 2H.1003(e). The corporation or LLC must be listed as an active corporation in good standing with the NC Secretary of State, otherwise the application will be returned. http://www.secretary.state.nc.us/Cor]2orations/CSearch.aspx VII. DEED RESTRICTIONS AND PROTECTIVE COVENANTS For all subdivisions, outparcels, and future development, the appropriate property restrictions and protective covenants are required to be recorded prior to the sale of any lot. If lot sizes vary significantly or the proposed BUA allocations vary, a table listing each lot number, lot size, and the allowable built -upon area must be provided as an attachment to the completed and notarized deed restriction form. The appropriate deed restrictions and protective covenants forms can be downloaded from http://portal.ncdenr.org/web/Ir/state- stormwater-forms docs. Download the latest versions for each submittal. In the instances where the applicant is different than the property owner, it is the responsibility of the property owner to sign the deed restrictions and protective covenants form while the applicant is responsible for ensuring that the deed restrictions are recorded. By the notarized signature(s) below, the permit holder(s) certify that the recorded property restrictions and protective covenants for this project, if required, shall include all the items required in the permit and listed on the forms available on the website, that the covenants will be binding on all parties and persons claiming under them, that they will run with the land, that the required covenants cannot be changed or deleted without concurrence from the NC DEMLR, and that they will be recorded prior to the sale of any lot. VIII. CONSULTANT INFORMATION AND AUTHORIZATION Applicant: Complete this section if you wish to designate authority to another individual and/or firm (such as a consulting engineer and/or firm) so that they may provide information on your behalf for this project (such as addressing requests for additional information). Consulting Engineer:C. Scott Brown, PE Consulting Firm: 4D Site Solutions, Inc. Mailing Address:409 Chicago Drive, Suite 112 CityTayetteville State:NC Zip:28306 Phone: (910 ) 426-6777 Fax: (910 ) 426-5777 Email:sbrown@4dsitesolutions.com IX. PROPERTY OWNER AUTHORIZATION (if Contact Information, item 2 has been filled out, complete this section) I, (print or type name of person listed in Contact Information, item 2a) , certify that I own the property identified in this permit application, and thus give permission to (print or type name of person listed in Contact Information, item 1a) with (print or type name of organization listed in Contact Information, item 1a) to develop the project as currently proposed. A copy of the lease agreement or pending property sales contract has been provided with the submittal, which indicates the party responsible for the operation and maintenance of the stormwater system. Form SWU-101 Version Oct. 31, 2013 Page 5 of 6 As the legal property owner I acknowledge, understand, and agree by my signature below, that if my designated agent (entity listed in Contact Information, item 1) dissolves their company and/or cancels or defaults on their lease agreement, or pending sale, responsibility for compliance with the DEMLR Stormwater permit reverts back to me, the property owner. As the property owner, it is my responsibility to notify DEMLR immediately and submit a completed Name/Ownership Change Form within 30 days; otherwise I will be operating a stormwater treatment facility without a valid permit. I understand that the operation of a stormwater treatment facility without a valid permit is a violation of NC General Statue 143-215.1 and may result in appropriate enforcement action including the assessment of civil penalties of up to $25,000 per day, pursuant to NCGS 143-215.6. Signature: Date: I, a Notary Public for the State of County of do hereby certify that personally appeared before me this _ day of , and acknowledge the due execution of the application for a stormwater permit. Witness my hand and official seal, SEAL My commission expires X. APPLICANT'S CERTIFICATION I, (print or type name of person listed in Contact Information, item 1a) Amanda Bader, PE certify that the information included on this permit application form is, to the best of my knowledge, correct and that the project will be constructed in conformance with the approved plans, that the required deed restrictions and protective covenants will be recorded, and that the proposed project complies with the requirements of the applicable stormwater rules under 15A NCAC 2H.1000 and any other applicable state stormwater requirements. Signature: Date: I, , a Notary Public for the State of County of do hereby certify that before me this _ day of personally appeared , and acknowledge the due execution of the application for a stormwater permit. Witness my hand and official seal, SEAL My commission expires, Form SWU-101 Version Oct. 31, 2013 Page 6 of 6