SW6230605_Design Calculations_20230705

Mitchell Farms Subdivision
Wet Pond#1
SCS curve number
Hydraulic Soil Group: B/C
Area SCS CN
Building(sf) 1,048,000 98 262 lots @ 4000 ea.
Sidewalk(sf) 54,086 98
Pavement(sf) 455,680 98
Pond(sf) 133,069 98
Open space(sf) 2,438,057 74
Offsite-open space(sf) 35,131 74
Offsite-impervious(sf) 0 98
Total(sf) 4164023 84
Total(ac) 95.59
Rational Coefficient
Pre-development Post-development
Area C Area C
Building(sf) 0.95 Building(sf) 1,048,000 0.95
Sidewalk(sf) 0.95 Sidewalk(sf) 54,086 0.95
Pavement(sf) 0.95 Pavement(sf) 455,680 0.95
Open space(sf) 0.30 Pond(sf) 133,069 0.95
Offsite-open space(sf) 4,164,023 0.30 Open space(sf) 2,438,057 0.30
Offsite-impervious(sf) 0.95 Offsite-open space(sf) 35,131 0.30
Offsite-impervious(sf) 0 0.95
Total(sf) 4164023 0.30
Total(ac) 95.59 Total(sf) 4164023 0.56
Total(ac) 95.59
1894 Runoff coefficient.xls Printed 3/20/2023

4D Site Solutions, Inc.
DESIGN REQUIREMENTS:
A. Contain the 1 inch storm
1894-Wet Pond#1 Pre-Development Runoff-1-yr
Drainage Area,(DA)= 95.59 acres
Intensity,(I)= 0.13 inches/hr
Composite Runoff Coefficient,(C)=> 0.30
Maximum Release Rate,(Q1)=> 3.73 cfs
1894-Wet Pond#1 Post-Development Runoff-1-yr
Drainage Area,(DA)= 95.59 acres
Intensity,(I)= 0.13 inches/hr
Composite Runoff Coefficient,(C)=> 0.56
Peak Release Rate,(Qi)=> 6.96 cfs
Detention Pond Stage-Storage Function
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage(S) (Z)
(ft) (sf) (cf) (cf) (ft) In(S) In(Z) Z est
125.5 133,069 - - -
126.0 137,469 67,635 67,635 0.50 11.12 -0.69 0.53
127.0 141,929 139,699 207,334 1.50 12.24 0.41 1.52
128.0 146,445 144,187 351,521 2.50 12.77 0.92 2.49
129.0 151,018 148,732 500,252 3.50 13.12 1.25 3.47
130.0 155,647 153,333 653,585 4.50 13.39 1.50 4.46
131.0 160,333 157,990 811,575 5.50 13.61 1.70 5.47
132.0 165,074 162,704 974,278 6.50 13.79 1.87 6.49
133.0 169,871 167,473 1,141,751 7.50 13.95 2.01 7.54
134.0 174,725 172,298 1,314,049 8.50 14.09 2.14 8.60
Regression Output:
b= 1.06 (X Variable Coeff)
Ks= 133,058 (eY-b`te`Cept)
Stage-Storage Equation is of the form:S=(Ks)(Z)b
printed: 7/5/2023 12.35 PM Page 1 of 20

4D Site Solutions, Inc.
Primary Spillway
Barrel
Number of Barrels= 2
Dia.of Barrel= 54 inches
Area of Barrel,(Ab)= 15.91 sf
Pipe Length,(L)= 66 feet
Friction Coeff.,(Kp)= 0.00359
Inv.of Barrel= 125.50 feet
Riser
Elev.of Riser Crest= 130.50 feet
Rectangular
Length Weir= 192 inches Width Weir= 48 inches
Total Weir Length= 40.00 feet
Area of Riser= 64.00 sq.ft.
Orifice in Riser
Dia.of Orifice= 8.00 inches
Number of Orifices= 1
Area of Orifice,(Ab)= 0.35 sf
Orifice Coefficient(Cd)= 0.60
Inv.of Orifice= 125.50 feet
Length of weir= 11.40 feet
Top of weir= 127.67 feet
Weir Coefficient(Cw)= 3.00
Emergency Spillway
Width of Spillway(Approx.)= 30 feet
Weir Coefficient= 3.3
Crest Elevation= 133.00 feet
Summary of Results
Maximum Release Rate,(Q1)= 3.73 cfs
Release Rate,(Q1)= 2.27 cfs
Normal Water Surface Elev.= 125.50 feet
Water Surface Elev.@ Outlet(Q1)= 127.67 feet
printed: 7/5/2023 12.35 PM Page 2 of 20

4D Site Solutions, Inc.
Inflow Hydrograph-1-yr
Peak Inflow,(Qp)=> 6.96 cfs
Time to Peak Calculation: CN= 84 P= 3.06 in. S= 1.90 in.
Q*= 1.57 in. (depth of runoff)
Vol= 543,317 cf (vol.of runoff)
Time to Peak,(Tp)=> 936.1 minutes
(SCS TR-55)
0/OP t Q
min (cfs)
0.00 0.000 0 0.00
0.01 0.000 10 0.00
0.02 0.001 20 0.01
0.03 0.003 30 0.02
0.04 0.004 40 0.03
0.05 0.007 50 0.05
0.06 0.010 60 0.07
0.07 0.014 70 0.10
0.09 0.018 80 0.12
0.10 0.023 90 0.16
0.11 0.028 100 0.19
0.12 0.034 110 0.23
0.13 0.040 120 0.28
0.14 0.047 130 0.33
0.15 0.054 140 0.38
0.16 0.062 150 0.43
0.17 0.070 160 0.49
0.18 0.079 170 0.55
0.19 0.088 180 0.62
0.20 0.098 190 0.68
0.21 0.108 200 0.75
0.22 0.119 210 0.83
0.24 0.130 220 0.91
0.25 0.142 230 0.99
0.26 0.154 240 1.07
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4D Site Solutions, Inc.
0.27 0.166 250 1.15
0.28 0.179 260 1.24
0.29 0.192 270 1.33
0.30 0.205 280 1.43
0.31 0.219 290 1.52
0.32 0.233 300 1.62
0.33 0.247 310 1.72
0.34 0.262 320 1.82
0.35 0.277 330 1.92
0.36 0.292 340 2.03
0.37 0.307 350 2.14
0.38 0.323 360 2.25
0.40 0.338 370 2.35
0.41 0.354 380 2.47
0.42 0.370 390 2.58
0.43 0.387 400 2.69
0.44 0.403 410 2.81
0.45 0.420 420 2.92
0.46 0.436 430 3.04
0.47 0.453 440 3.15
0.48 0.470 450 3.27
0.49 0.486 460 3.39
0.50 0.503 470 3.50
0.51 0.520 480 3.62
0.52 0.537 490 3.74
0.53 0.553 500 3.85
0.54 0.570 510 3.97
0.56 0.587 520 4.08
0.57 0.603 530 4.20
0.58 0.620 540 4.31
0.59 0.636 550 4.42
0.60 0.652 560 4.54
0.61 0.668 570 4.65
0.62 0.683 580 4.76
0.63 0.699 590 4.86
0.64 0.714 600 4.97
0.65 0.729 610 5.07
0.66 0.744 620 5.18
0.67 0.759 630 5.28
0.68 0.773 640 5.38
0.69 0.787 650 5.47
0.71 0.800 660 5.57
0.72 0.813 670 5.66
0.73 0.826 680 5.75
0.74 0.839 690 5.84
0.75 0.851 700 5.92
0.76 0.863 710 6.00
0.77 0.874 720 6.08
0.78 0.885 730 6.16
0.79 0.896 740 6.23
0.80 0.906 750 6.30
0.81 0.915 760 6.37
0.82 0.924 770 6.43
0.83 0.933 780 6.49
0.84 0.941 790 6.55
0.85 0.949 800 6.60
0.87 0.956 810 6.65
0.88 0.962 820 6.70
0.89 0.969 830 6.74
0.90 0.974 840 6.78
0.91 0.979 850 6.81
0.92 0.984 860 6.85
0.93 0.988 870 6.87
0.94 0.991 880 6.90
0.95 0.994 890 6.92
0.96 0.996 900 6.93
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4D Site Solutions, Inc.
0.97 0.998 910 6.95
0.98 0.999 920 6.95
0.99 1.000 930 6.96
1.00 1.000 940 6.96
1.01 0.999 950 6.96
1.03 0.998 960 6.95
1.04 0.997 970 6.94
1.05 0.995 980 6.92
1.06 0.992 990 6.90
1.07 0.989 1000 6.88
1.08 0.985 1010 6.85
1.09 0.980 1020 6.82
1.10 0.975 1030 6.79
1.11 0.970 1040 6.75
1.12 0.964 1050 6.71
1.13 0.957 1060 6.66
1.14 0.950 1070 6.61
1.15 0.943 1080 6.56
1.16 0.935 1090 6.51
1.18 0.926 1100 6.45
1.19 0.917 1110 6.38
1.20 0.908 1120 6.32
1.21 0.898 1130 6.25
1.22 0.887 1140 6.18
1.23 0.877 1150 6.10
1.24 0.865 1160 6.02
1.25 0.854 1170 5.94
1.26 0.843 1180 5.87
1.27 0.831 1190 5.79
1.28 0.820 1200 5.71
1.29 0.809 1210 5.63
1.30 0.797 1220 5.55
1.31 0.786 1230 5.47
1.32 0.776 1240 5.40
1.34 0.765 1250 5.32
1.35 0.754 1260 5.25
1.36 0.744 1270 5.18
1.37 0.734 1280 5.11
1.38 0.724 1290 5.04
1.39 0.714 1300 4.97
1.40 0.704 1310 4.90
1.41 0.694 1320 4.83
1.42 0.685 1330 4.76
1.43 0.675 1340 4.70
1.44 0.666 1350 4.63
1.45 0.657 1360 4.57
1.46 0.648 1370 4.51
1.47 0.639 1380 4.44
1.48 0.630 1390 4.38
1.50 0.621 1400 4.32
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4D Site Solutions, Inc.
1.51 0.613 1410 4.26
1.52 0.604 1420 4.20
1.53 0.596 1430 4.15
1.54 0.588 1440 4.09
1.55 0.579 1450 4.03
1.56 0.571 1460 3.98
1.57 0.564 1470 3.92
1.58 0.556 1480 3.87
1.59 0.548 1490 3.81
1.60 0.541 1500 3.76
1.61 0.533 1510 3.71
1.62 0.526 1520 3.66
1.63 0.519 1530 3.61
1.65 0.511 1540 3.56
1.66 0.504 1550 3.51
1.67 0.497 1560 3.46
1.68 0.490 1570 3.41
1.69 0.484 1580 3.37
1.70 0.477 1590 3.32
1.71 0.470 1600 3.27
1.72 0.464 1610 3.23
1.73 0.458 1620 3.18
1.74 0.451 1630 3.14
1.75 0.445 1640 3.10
1.76 0.439 1650 3.05
1.77 0.433 1660 3.01
1.78 0.427 1670 2.97
1.79 0.421 1680 2.93
1.81 0.415 1690 2.89
1.82 0.409 1700 2.85
1.83 0.404 1710 2.81
1.84 0.398 1720 2.77
1.85 0.393 1730 2.73
1.86 0.387 1740 2.70
1.87 0.382 1750 2.66
1.88 0.377 1760 2.62
1.89 0.372 1770 2.59
1.90 0.366 1780 2.55
1.91 0.361 1790 2.51
1.92 0.356 1800 2.48
1.93 0.351 1810 2.45
1.94 0.347 1820 2.41
1.95 0.342 1830 2.38
1.97 0.337 1840 2.35
1.98 0.332 1850 2.31
1.99 0.328 1860 2.28
2.00 0.323 1870 2.25
2.01 0.319 1880 2.22
2.02 0.315 1890 2.19
2.03 0.310 1900 2.16
2.04 0.306 1910 2.13
2.05 0.302 1920 2.10
2.06 0.298 1930 2.07
2.07 0.293 1940 2.04
2.08 0.289 1950 2.01
2.09 0.285 1960 1.99
2.10 0.281 1970 1.96
2.12 0.278 1980 1.93
2.13 0.274 1990 1.90
2.14 0.270 2000 1.88
2.15 0.266 2010 1.85
2.16 0.263 2020 1.83
2.17 0.259 2030 1.80
2.18 0.255 2040 1.78
2.19 0.252 2050 1.75
2.20 0.248 2060 1.73
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4D Site Solutions, Inc.
2.21 0.245 2070 1.70
2.22 0.242 2080 1.68
2.23 0.238 2090 1.66
2.24 0.235 2100 1.64
2.25 0.232 2110 1.61
2.26 0.229 2120 1.59
2.28 0.225 2130 1.57
2.29 0.222 2140 1.55
2.30 0.219 2150 1.53
2.31 0.216 2160 1.50
2.32 0.213 2170 1.48
2.33 0.210 2180 1.46
2.34 0.207 2190 1.44
2.35 0.204 2200 1.42
2.36 0.202 2210 1.40
2.37 0.199 2220 1.38
2.38 0.196 2230 1.37
2.39 0.193 2240 1.35
2.40 0.191 2250 1.33
2.41 0.188 2260 1.31
2.42 0.186 2270 1.29
2.44 0.183 2280 1.27
2.45 0.180 2290 1.26
2.46 0.178 2300 1.24
2.47 0.176 2310 1.22
2.48 0.173 2320 1.20
2.49 0.171 2330 1.19
2.50 0.168 2340 1.17
2.51 0.166 2350 1.16
2.52 0.164 2360 1.14
2.53 0.161 2370 1.12
2.54 0.159 2380 1.11
2.55 0.157 2390 1.09
2.56 0.155 2400 1.08
2.57 0.153 2410 1.06
2.59 0.151 2420 1.05
2.60 0.149 2430 1.03
2.61 0.147 2440 1.02
2.62 0.145 2450 1.01
2.63 0.143 2460 0.99
2.64 0.141 2470 0.98
2.65 0.139 2480 0.96
2.66 0.137 2490 0.95
2.67 0.135 2500 0.94
2.68 0.133 2510 0.93
2.69 0.131 2520 0.91
2.70 0.129 2530 0.90
2.71 0.128 2540 0.89
2.72 0.126 2550 0.88
2.73 0.124 2560 0.86
2.75 0.122 2570 0.85
2.76 0.121 2580 0.84
2.77 0.119 2590 0.83
2.78 0.117 2600 0.82
2.79 0.116 2610 0.81
2.80 0.114 2620 0.79
2.81 0.113 2630 0.78
2.82 0.111 2640 0.77
2.83 0.109 2650 0.76
2.84 0.108 2660 0.75
2.85 0.106 2670 0.74
2.86 0.105 2680 0.73
2.87 0.104 2690 0.72
2.88 0.102 2700 0.71
2.89 0.101 2710 0.70
2.91 0.099 2720 0.69
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4D Site Solutions, Inc.
2.92 0.098 2730 0.68
2.93 0.097 2740 0.67
2.94 0.095 2750 0.66
2.95 0.094 2760 0.65
2.96 0.093 2770 0.64
2.97 0.091 2780 0.64
2.98 0.090 2790 0.63
2.99 0.089 2800 0.62
3.00 0.088 2810 0.61
3.01 0.086 2820 0.60
3.02 0.085 2830 0.59
3.03 0.084 2840 0.59
3.04 0.083 2850 0.58
3.06 0.082 2860 0.57
3.07 0.081 2870 0.56
3.08 0.080 2880 0.55
3.09 0.078 2890 0.55
3.10 0.077 2900 0.54
3.11 0.076 2910 0.53
3.12 0.075 2920 0.52
3.13 0.074 2930 0.52
3.14 0.073 2940 0.51
3.15 0.072 2950 0.50
3.16 0.071 2960 0.50
3.17 0.070 2970 0.49
3.18 0.069 2980 0.48
3.19 0.068 2990 0.48
3.20 0.067 3000 0.47
3.22 0.066 3010 0.46
3.23 0.065 3020 0.46
3.24 0.065 3030 0.45
3.25 0.064 3040 0.44
3.26 0.063 3050 0.44
3.27 0.062 3060 0.43
3.28 0.061 3070 0.43
3.29 0.060 3080 0.42
3.30 0.059 3090 0.41
3.31 0.059 3100 0.41
3.32 0.058 3110 0.40
3.33 0.057 3120 0.40
3.34 0.056 3130 0.39
3.35 0.055 3140 0.39
3.36 0.055 3150 0.38
3.38 0.054 3160 0.38
3.39 0.053 3170 0.37
3.40 0.052 3180 0.36
3.41 0.052 3190 0.36
3.42 0.051 3200 0.35
3.43 0.050 3210 0.35
3.44 0.050 3220 0.35
3.45 0.049 3230 0.34
3.46 0.048 3240 0.34
3.47 0.048 3250 0.33
3.48 0.047 3260 0.33
3.49 0.046 3270 0.32
3.50 0.046 3280 0.32
3.51 0.045 3290 0.31
3.53 0.044 3300 0.31
3.54 0.044 3310 0.30
3.55 0.043 3320 0.30
3.56 0.043 3330 0.30
3.57 0.042 3340 0.29
3.58 0.041 3350 0.29
3.59 0.041 3360 0.28
3.60 0.040 3370 0.28
3.61 0.040 3380 0.28
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4D Site Solutions, Inc.
3.62 0.039 3390 0.27
3.63 0.039 3400 0.27
3.64 0.038 3410 0.27
3.65 0.038 3420 0.26
3.66 0.037 3430 0.26
3.67 0.037 3440 0.25
3.69 0.036 3450 0.25
3.70 0.036 3460 0.25
3.71 0.035 3470 0.24
3.72 0.035 3480 0.24
3.73 0.034 3490 0.24
3.74 0.034 3500 0.23
3.75 0.033 3510 0.23
3.76 0.033 3520 0.23
3.77 0.032 3530 0.22
3.78 0.032 3540 0.22
3.79 0.031 3550 0.22
3.80 0.031 3560 0.22
3.81 0.031 3570 0.21
3.82 0.030 3580 0.21
3.83 0.030 3590 0.21
3.85 0.029 3600 0.20
3.86 0.029 3610 0.20
3.87 0.028 3620 0.20
3.88 0.028 3630 0.20
3.89 0.028 3640 0.19
3.90 0.027 3650 0.19
3.91 0.027 3660 0.19
3.92 0.027 3670 0.18
3.93 0.026 3680 0.18
3.94 0.026 3690 0.18
3.95 0.025 3700 0.18
3.96 0.025 3710 0.17
3.97 0.025 3720 0.17
3.98 0.024 3730 0.17
4.00 0.024 3740 0.17
4.01 0.024 3750 0.17
4.02 0.023 3760 0.16
4.03 0.023 3770 0.16
4.04 0.023 3780 0.16
4.05 0.022 3790 0.16
4.06 0.022 3800 0.15
4.07 0.022 3810 0.15
4.08 0.022 3820 0.15
4.09 0.021 3830 0.15
4.10 0.021 3840 0.15
4.11 0.021 3850 0.14
4.12 0.020 3860 0.14
4.13 0.020 3870 0.14
4.14 0.020 3880 0.14
4.16 0.020 3890 0.14
4.17 0.019 3900 0.13
4.18 0.019 3910 0.13
4.19 0.019 3920 0.13
4.20 0.019 3930 0.13
4.21 0.018 3940 0.13
4.22 0.018 3950 0.13
4.23 0.018 3960 0.12
4.24 0.018 3970 0.12
4.25 0.017 3980 0.12
4.26 0.017 3990 0.12
4.27 0.017 4000 0.12
4.28 0.017 4010 0.12
4.29 0.016 4020 0.11
4.30 0.016 4030 0.11
4.32 0.016 4040 0.11
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4D Site Solutions, Inc.
4.33 0.016 4050 0.11
4.34 0.015 4060 0.11
4.35 0.015 4070 0.11
4.36 0.015 4080 0.10
4.37 0.015 4090 0.10
4.38 0.015 4100 0.10
4.39 0.014 4110 0.10
4.40 0.014 4120 0.10
4.41 0.014 4130 0.10
4.42 0.014 4140 0.10
4.43 0.014 4150 0.09
4.44 0.013 4160 0.09
4.45 0.013 4170 0.09
4.47 0.013 4180 0.09
4.48 0.013 4190 0.09
4.49 0.013 4200 0.09
4.50 0.013 4210 0.09
4.51 0.012 4220 0.09
4.52 0.012 4230 0.08
4.53 0.012 4240 0.08
4.54 0.012 4250 0.08
4.55 0.012 4260 0.08
4.56 0.012 4270 0.08
4.57 0.011 4280 0.08
4.58 0.011 4290 0.08
4.59 0.011 4300 0.08
4.60 0.011 4310 0.08
4.61 0.011 4320 0.07
4.63 0.011 4330 0.07
4.64 0.010 4340 0.07
4.65 0.010 4350 0.07
4.66 0.010 4360 0.07
4.67 0.010 4370 0.07
4.68 0.010 4380 0.07
4.69 0.010 4390 0.07
4.70 0.010 4400 0.07
4.71 0.010 4410 0.07
4.72 0.009 4420 0.07
4.73 0.009 4430 0.06
4.74 0.009 4440 0.06
4.75 0.009 4450 0.06
4.76 0.009 4460 0.06
4.77 0.009 4470 0.06
4.79 0.009 4480 0.06
4.80 0.009 4490 0.06
4.81 0.008 4500 0.06
4.82 0.008 4510 0.06
4.83 0.008 4520 0.06
4.84 0.008 4530 0.06
4.85 0.008 4540 0.06
4.86 0.008 4550 0.05
4.87 0.008 4560 0.05
4.88 0.008 4570 0.05
4.89 0.008 4580 0.05
4.90 0.007 4590 0.05
4.91 0.007 4600 0.05
4.92 0.007 4610 0.05
4.94 0.007 4620 0.05
4.95 0.007 4630 0.05
4.96 0.007 4640 0.05
4.97 0.007 4650 0.05
4.98 0.007 4660 0.05
4.99 0.007 4670 0.05
5.00 0.007 4680 0.05
5.01 0.006 4690 0.04
5.02 0.006 4700 0.04
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5.03 0.006 4710 0.04
5.04 0.006 4720 0.04
5.05 0.006 4730 0.04
5.06 0.006 4740 0.04
5.07 0.006 4750 0.04
5.08 0.006 4760 0.04
5.10 0.006 4770 0.04
5.11 0.006 4780 0.04
5.12 0.006 4790 0.04
5.13 0.006 4800 0.04
5.14 0.005 4810 0.04
5.15 0.005 4820 0.04
5.16 0.005 4830 0.04
5.17 0.005 4840 0.04
5.18 0.005 4850 0.04
5.19 0.005 4860 0.04
5.20 0.005 4870 0.03
5.21 0.005 4880 0.03
5.22 0.005 4890 0.03
5.23 0.005 4900 0.03
5.24 0.005 4910 0.03
5.26 0.005 4920 0.03
5.27 0.005 4930 0.03
5.28 0.005 4940 0.03
5.29 0.004 4950 0.03
5.30 0.004 4960 0.03
5.31 0.004 4970 0.03
5.32 0.004 4980 0.03
5.33 0.004 4990 0.03
5.34 0.004 5000 0.03
5.35 0.004 5010 0.03
5.36 0.004 5020 0.03
5.37 0.004 5030 0.03
5.38 0.004 5040 0.03
5.39 0.004 5050 0.03
5.41 0.004 5060 0.03
5.42 0.004 5070 0.03
5.43 0.004 5080 0.03
5.44 0.004 5090 0.03
5.45 0.004 5100 0.03
5.46 0.004 5110 0.03
5.47 0.004 5120 0.02
5.48 0.003 5130 0.02
5.49 0.003 5140 0.02
5.50 0.003 5150 0.02
5.51 0.003 5160 0.02
5.52 0.003 5170 0.02
5.53 0.003 5180 0.02
5.54 0.003 5190 0.02
5.55 0.003 5200 0.02
5.57 0.003 5210 0.02
5.58 0.003 5220 0.02
5.59 0.003 5230 0.02
5.60 0.003 5240 0.02
5.61 0.003 5250 0.02
5.62 0.003 5260 0.02
5.63 0.003 5270 0.02
5.64 0.003 5280 0.02
5.65 0.003 5290 0.02
printed 7/5/2023 12:35 PM Page 11 of 20

4D Site Solutions, Inc.
Storm Routing Table-1-yr
WEIR ORIFICE 1st 2nd EMERGENCY TOTAL
TIME INFLOW STORAGE STAGE RISER RISER ORIFICE NOTCH SPILLWAY OUTFLOW
it (cfs) (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 0.01 1 0.00 0.0 0.00 0.00 0.00 0.0 0.00
30.00 0.02 6 0.00 0.0 0.00 0.00 0.00 0.0 0.00
40.00 0.03 16 0.00 0.0 0.00 0.00 0.00 0.0 0.00
50.00 0.05 35 0.00 0.0 0.00 0.00 0.00 0.0 0.00
60.00 0.07 65 0.00 0.0 0.00 0.00 0.00 0.0 0.00
70.00 0.10 107 0.00 0.0 0.00 0.00 0.00 0.0 0.00
80.00 0.12 164 0.00 0.0 0.00 0.00 0.00 0.0 0.00
90.00 0.16 239 0.00 0.0 0.00 0.00 0.00 0.0 0.00
100.00 0.19 333 0.00 0.0 0.00 0.00 0.00 0.0 0.00
110.00 0.23 449 0.00 0.0 0.00 0.00 0.00 0.0 0.00
120.00 0.28 590 0.01 0.0 0.00 0.00 0.00 0.0 0.00
130.00 0.33 756 0.01 0.0 0.00 0.00 0.00 0.0 0.00
140.00 0.38 951 0.01 0.0 0.00 0.00 0.00 0.0 0.00
150.00 0.43 1176 0.01 0.0 0.00 0.00 0.00 0.0 0.00
160.00 0.49 1434 0.01 0.0 0.00 0.00 0.00 0.0 0.00
170.00 0.55 1726 0.02 0.0 0.00 0.00 0.00 0.0 0.00
180.00 0.62 2054 0.02 0.0 0.00 0.00 0.00 0.0 0.00
190.00 0.68 2420 0.02 0.0 0.00 0.01 0.00 0.0 0.01
200.00 0.75 2827 0.03 0.0 0.00 0.01 0.00 0.0 0.01
210.00 0.83 3275 0.03 0.0 0.00 0.01 0.00 0.0 0.01
220.00 0.91 3766 0.04 0.0 0.00 0.01 0.00 0.0 0.01
230.00 0.99 4303 0.04 0.0 0.00 0.01 0.00 0.0 0.01
240.00 1.07 4886 0.04 0.0 0.00 0.02 0.00 0.0 0.02
250.00 1.15 5517 0.05 0.0 0.00 0.02 0.00 0.0 0.02
260.00 1.24 6198 0.06 0.0 0.00 0.02 0.00 0.0 0.02
270.00 1.33 6929 0.06 0.0 0.00 0.03 0.00 0.0 0.03
280.00 1.43 7712 0.07 0.0 0.00 0.03 0.00 0.0 0.03
290.00 1.52 8549 0.08 0.0 0.00 0.04 0.00 0.0 0.04
300.00 1.62 9440 0.08 0.0 0.00 0.04 0.00 0.0 0.04
310.00 1.72 10385 0.09 0.0 0.00 0.05 0.00 0.0 0.05
320.00 1.82 11387 0.10 0.0 0.00 0.06 0.00 0.0 0.06
330.00 1.92 12446 0.11 0.0 0.00 0.06 0.00 0.0 0.06
340.00 2.03 13563 0.12 0.0 0.00 0.07 0.00 0.0 0.07
350.00 2.14 14738 0.13 0.0 0.00 0.08 0.00 0.0 0.08
360.00 2.25 15972 0.14 0.0 0.00 0.09 0.00 0.0 0.09
370.00 2.35 17265 0.15 0.0 0.00 0.10 0.00 0.0 0.10
380.00 2.47 18617 0.16 0.0 0.00 0.11 0.00 0.0 0.11
390.00 2.58 20030 0.17 0.0 0.00 0.12 0.00 0.0 0.12
400.00 2.69 21503 0.18 0.0 0.00 0.14 0.00 0.0 0.14
410.00 2.81 23035 0.19 0.0 0.00 0.15 0.00 0.0 0.15
420.00 2.92 24628 0.20 0.0 0.00 0.17 0.00 0.0 0.17
430.00 3.04 26281 0.22 0.0 0.00 0.18 0.00 0.0 0.18
440.00 3.15 27994 0.23 0.0 0.00 0.20 0.00 0.0 0.20
450.00 3.27 29766 0.24 0.0 0.00 0.22 0.00 0.0 0.22
460.00 3.39 31597 0.26 0.0 0.00 0.24 0.00 0.0 0.24
470.00 3.50 33487 0.27 0.0 0.00 0.26 0.00 0.0 0.26
480.00 3.62 35435 0.29 0.0 0.00 0.28 0.00 0.0 0.28
490.00 3.74 37440 0.30 0.0 0.00 0.30 0.00 0.0 0.30
500.00 3.85 39502 0.32 0.0 0.00 0.32 0.00 0.0 0.32
510.00 3.97 41620 0.34 0.0 0.00 0.35 0.00 0.0 0.35
520.00 4.08 43792 0.35 0.0 0.00 0.37 0.00 0.0 0.37
530.00 4.20 46018 0.37 0.0 0.00 0.40 0.00 0.0 0.40
540.00 4.31 48296 0.39 0.0 0.00 0.43 0.00 0.0 0.43
550.00 4.42 50626 0.40 0.0 0.00 0.46 0.00 0.0 0.46
560.00 4.54 53006 0.42 0.0 0.00 0.49 0.00 0.0 0.49
570.00 4.65 55435 0.44 0.0 0.00 0.52 0.00 0.0 0.52
580.00 4.76 57911 0.46 0.0 0.00 0.55 0.00 0.0 0.55
590.00 4.86 60433 0.48 0.0 0.00 0.59 0.00 0.0 0.59
600.00 4.97 62999 0.50 0.0 0.00 0.62 0.00 0.0 0.62
printed 7/5/2023 12:35 PM Page 12 of 20

4D Site Solutions, Inc.
610.00 5.07 65608 0.51 0.0 0.00 0.66 0.00 0.0 0.66
620.00 5.18 68257 0.53 0.0 0.00 0.70 0.00 0.0 0.70
630.00 5.28 70945 0.55 0.0 0.00 0.74 0.00 0.0 0.74
640.00 5.38 73671 0.57 0.0 0.00 0.78 0.00 0.0 0.78
650.00 5.47 76432 0.59 0.0 0.00 0.82 0.00 0.0 0.82
660.00 5.57 79226 0.61 0.0 0.00 0.86 0.00 0.0 0.86
670.00 5.66 82051 0.63 0.0 0.00 0.90 0.00 0.0 0.90
680.00 5.75 84906 0.66 0.0 0.00 0.95 0.00 0.0 0.95
690.00 5.84 87787 0.68 0.0 0.00 0.98 0.00 0.0 0.98
700.00 5.92 90700 0.70 0.0 0.00 1.01 0.00 0.0 1.01
710.00 6.00 93646 0.72 0.0 0.00 1.04 0.00 0.0 1.04
720.00 6.08 96623 0.74 0.0 0.00 1.07 0.00 0.0 1.07
730.00 6.16 99631 0.76 0.0 0.00 1.10 0.00 0.0 1.10
740.00 6.23 102667 0.78 0.0 0.00 1.13 0.00 0.0 1.13
750.00 6.30 105730 0.81 0.0 0.00 1.15 0.00 0.0 1.15
760.00 6.37 108819 0.83 0.0 0.00 1.18 0.00 0.0 1.18
770.00 6.43 111933 0.85 0.0 0.00 1.21 0.00 0.0 1.21
780.00 6.49 115068 0.87 0.0 0.00 1.23 0.00 0.0 1.23
790.00 6.55 118224 0.89 0.0 0.00 1.26 0.00 0.0 1.26
800.00 6.60 121399 0.92 0.0 0.00 1.28 0.00 0.0 1.28
810.00 6.65 124590 0.94 0.0 0.00 1.31 0.00 0.0 1.31
820.00 6.70 127797 0.96 0.0 0.00 1.33 0.00 0.0 1.33
830.00 6.74 131017 0.99 0.0 0.00 1.36 0.00 0.0 1.36
840.00 6.78 134248 1.01 0.0 0.00 1.38 0.00 0.0 1.38
850.00 6.81 137489 1.03 0.0 0.00 1.40 0.00 0.0 1.40
860.00 6.85 140736 1.05 0.0 0.00 1.42 0.00 0.0 1.42
870.00 6.87 143989 1.08 0.0 0.00 1.45 0.00 0.0 1.45
880.00 6.90 147245 1.10 0.0 0.00 1.47 0.00 0.0 1.47
890.00 6.92 150502 1.12 0.0 0.00 1.49 0.00 0.0 1.49
900.00 6.93 153758 1.15 0.0 0.00 1.51 0.00 0.0 1.51
910.00 6.95 157010 1.17 0.0 0.00 1.53 0.00 0.0 1.53
920.00 6.95 160258 1.19 0.0 0.00 1.55 0.00 0.0 1.55
930.00 6.96 163498 1.21 0.0 0.00 1.57 0.00 0.0 1.57
940.00 6.96 166728 1.24 0.0 0.00 1.59 0.00 0.0 1.59
950.00 6.96 169947 1.26 0.0 0.00 1.61 0.00 0.0 1.61
960.00 6.95 173151 1.28 0.0 0.00 1.63 0.00 0.0 1.63
970.00 6.94 176340 1.30 0.0 0.00 1.65 0.00 0.0 1.65
980.00 6.92 179510 1.32 0.0 0.00 1.67 0.00 0.0 1.67
990.00 6.90 182661 1.35 0.0 0.00 1.69 0.00 0.0 1.69
1000.00 6.88 185788 1.37 0.0 0.00 1.71 0.00 0.0 1.71
1010.00 6.85 188892 1.39 0.0 0.00 1.72 0.00 0.0 1.72
1020.00 6.82 191968 1.41 0.0 0.00 1.74 0.00 0.0 1.74
1030.00 6.79 195016 1.43 0.0 0.00 1.76 0.00 0.0 1.76
1040.00 6.75 198033 1.45 0.0 0.00 1.78 0.00 0.0 1.78
1050.00 6.71 201018 1.47 0.0 0.00 1.79 0.00 0.0 1.79
1060.00 6.66 203968 1.49 0.0 0.00 1.81 0.00 0.0 1.81
1070.00 6.61 206881 1.51 0.0 0.00 1.82 0.00 0.0 1.82
1080.00 6.56 209755 1.53 0.0 0.00 1.84 0.00 0.0 1.84
1090.00 6.51 212589 1.55 0.0 0.00 1.85 0.00 0.0 1.85
1100.00 6.45 215380 1.57 0.0 0.00 1.87 0.00 0.0 1.87
1110.00 6.38 218127 1.59 0.0 0.00 1.88 0.00 0.0 1.88
1120.00 6.32 220828 1.61 0.0 0.00 1.90 0.00 0.0 1.90
1130.00 6.25 223481 1.63 0.0 0.00 1.91 0.00 0.0 1.91
1140.00 6.18 226084 1.65 0.0 0.00 1.92 0.00 0.0 1.92
1150.00 6.10 228636 1.66 0.0 0.00 1.94 0.00 0.0 1.94
1160.00 6.02 231136 1.68 0.0 0.00 1.95 0.00 0.0 1.95
1170.00 5.94 233581 1.70 0.0 0.00 1.96 0.00 0.0 1.96
1180.00 5.87 235970 1.71 0.0 0.00 1.97 0.00 0.0 1.97
1190.00 5.79 238307 1.73 0.0 0.00 1.98 0.00 0.0 1.98
1200.00 5.71 240589 1.74 0.0 0.00 1.99 0.00 0.0 1.99
1210.00 5.63 242816 1.76 0.0 0.00 2.00 0.00 0.0 2.00
1220.00 5.55 244990 1.77 0.0 0.00 2.01 0.00 0.0 2.01
1230.00 5.47 247111 1.79 0.0 0.00 2.02 0.00 0.0 2.02
1240.00 5.40 249180 1.80 0.0 0.00 2.03 0.00 0.0 2.03
1250.00 5.32 251198 1.82 0.0 0.00 2.04 0.00 0.0 2.04
1260.00 5.25 253166 1.83 0.0 0.00 2.05 0.00 0.0 2.05
printed 7/5/2023 12:35 PM Page 13 of 20

4D Site Solutions, Inc.
1270.00 5.18 255084 1.84 0.0 0.00 2.06 0.00 0.0 2.06
1280.00 5.11 256953 1.86 0.0 0.00 2.07 0.00 0.0 2.07
1290.00 5.04 258774 1.87 0.0 0.00 2.08 0.00 0.0 2.08
1300.00 4.97 260548 1.88 0.0 0.00 2.09 0.00 0.0 2.09
1310.00 4.90 262276 1.89 0.0 0.00 2.09 0.00 0.0 2.09
1320.00 4.83 263957 1.90 0.0 0.00 2.10 0.00 0.0 2.10
1330.00 4.76 265594 1.91 0.0 0.00 2.11 0.00 0.0 2.11
1340.00 4.70 267186 1.93 0.0 0.00 2.12 0.00 0.0 2.12
1350.00 4.63 268734 1.94 0.0 0.00 2.12 0.00 0.0 2.12
1360.00 4.57 270239 1.95 0.0 0.00 2.13 0.00 0.0 2.13
1370.00 4.51 271702 1.96 0.0 0.00 2.14 0.00 0.0 2.14
1380.00 4.44 273123 1.97 0.0 0.00 2.14 0.00 0.0 2.14
1390.00 4.38 274503 1.97 0.0 0.00 2.15 0.00 0.0 2.15
1400.00 4.32 275843 1.98 0.0 0.00 2.16 0.00 0.0 2.16
1410.00 4.26 277143 1.99 0.0 0.00 2.16 0.00 0.0 2.16
1420.00 4.20 278403 2.00 0.0 0.00 2.17 0.00 0.0 2.17
1430.00 4.15 279625 2.01 0.0 0.00 2.17 0.00 0.0 2.17
1440.00 4.09 280810 2.02 0.0 0.00 2.18 0.00 0.0 2.18
1450.00 4.03 281956 2.03 0.0 0.00 2.18 0.00 0.0 2.18
1460.00 3.98 283066 2.03 0.0 0.00 2.19 0.00 0.0 2.19
1470.00 3.92 284140 2.04 0.0 0.00 2.19 0.00 0.0 2.19
1480.00 3.87 285177 2.05 0.0 0.00 2.20 0.00 0.0 2.20
1490.00 3.81 286180 2.05 0.0 0.00 2.20 0.00 0.0 2.20
1500.00 3.76 287148 2.06 0.0 0.00 2.21 0.00 0.0 2.21
1510.00 3.71 288082 2.07 0.0 0.00 2.21 0.00 0.0 2.21
1520.00 3.66 288983 2.07 0.0 0.00 2.21 0.00 0.0 2.21
1530.00 3.61 289850 2.08 0.0 0.00 2.22 0.00 0.0 2.22
1540.00 3.56 290685 2.08 0.0 0.00 2.22 0.00 0.0 2.22
1550.00 3.51 291488 2.09 0.0 0.00 2.22 0.00 0.0 2.22
1560.00 3.46 292260 2.09 0.0 0.00 2.23 0.00 0.0 2.23
1570.00 3.41 293000 2.10 0.0 0.00 2.23 0.00 0.0 2.23
1580.00 3.37 293710 2.10 0.0 0.00 2.23 0.00 0.0 2.23
1590.00 3.32 294390 2.11 0.0 0.00 2.24 0.00 0.0 2.24
1600.00 3.27 295040 2.11 0.0 0.00 2.24 0.00 0.0 2.24
1610.00 3.23 295661 2.12 0.0 0.00 2.24 0.00 0.0 2.24
1620.00 3.18 296254 2.12 0.0 0.00 2.24 0.00 0.0 2.24
1630.00 3.14 296818 2.13 0.0 0.00 2.25 0.00 0.0 2.25
1640.00 3.10 297355 2.13 0.0 0.00 2.25 0.00 0.0 2.25
1650.00 3.05 297864 2.13 0.0 0.00 2.25 0.00 0.0 2.25
1660.00 3.01 298346 2.14 0.0 0.00 2.25 0.00 0.0 2.25
1670.00 2.97 298802 2.14 0.0 0.00 2.25 0.00 0.0 2.25
1680.00 2.93 299232 2.14 0.0 0.00 2.26 0.00 0.0 2.26
1690.00 2.89 299636 2.14 0.0 0.00 2.26 0.00 0.0 2.26
1700.00 2.85 300014 2.15 0.0 0.00 2.26 0.00 0.0 2.26
1710.00 2.81 300368 2.15 0.0 0.00 2.26 0.00 0.0 2.26
1720.00 2.77 300698 2.15 0.0 0.00 2.26 0.00 0.0 2.26
1730.00 2.73 301003 2.15 0.0 0.00 2.26 0.00 0.0 2.26
1740.00 2.70 301285 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1750.00 2.66 301543 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1760.00 2.62 301778 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1770.00 2.59 301991 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1780.00 2.55 302182 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1790.00 2.51 302351 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1800.00 2.48 302498 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1810.00 2.45 302624 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1820.00 2.41 302729 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1830.00 2.38 302814 2.17 0.0 0.00 2.27 0.00 0.0 2.27
1840.00 2.35 302878 2.17 0.0 0.00 2.27 0.00 0.0 2.27
1850.00 2.31 302923 2.17 0.0 0.00 2.27 0.00 0.0 2.27
1860.00 2.28 302948 2.17 0.0 0.00 2.27 0.00 0.0 2.27
1870.00 2.25 302954 2.17 0.0 0.00 2.27 0.00 0.0 2.27
1880.00 2.22 302941 2.17 0.0 0.00 2.27 0.00 0.0 2.27
1890.00 2.19 302909 2.17 0.0 0.00 2.27 0.00 0.0 2.27
1900.00 2.16 302859 2.17 0.0 0.00 2.27 0.00 0.0 2.27
1910.00 2.13 302792 2.17 0.0 0.00 2.27 0.00 0.0 2.27
1920.00 2.10 302706 2.16 0.0 0.00 2.27 0.00 0.0 2.27
printed 7/5/2023 12:35 PM Page 14 of 20

4D Site Solutions, Inc.
1930.00 2.07 302603 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1940.00 2.04 302483 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1950.00 2.01 302346 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1960.00 1.99 302193 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1970.00 1.96 302023 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1980.00 1.93 301837 2.16 0.0 0.00 2.27 0.00 0.0 2.27
1990.00 1.90 301636 2.16 0.0 0.00 2.27 0.00 0.0 2.27
2000.00 1.88 301419 2.16 0.0 0.00 2.27 0.00 0.0 2.27
2010.00 1.85 301187 2.15 0.0 0.00 2.26 0.00 0.0 2.26
2020.00 1.83 300940 2.15 0.0 0.00 2.26 0.00 0.0 2.26
2030.00 1.80 300678 2.15 0.0 0.00 2.26 0.00 0.0 2.26
2040.00 1.78 300402 2.15 0.0 0.00 2.26 0.00 0.0 2.26
2050.00 1.75 300111 2.15 0.0 0.00 2.26 0.00 0.0 2.26
2060.00 1.73 299807 2.15 0.0 0.00 2.26 0.00 0.0 2.26
2070.00 1.70 299488 2.14 0.0 0.00 2.26 0.00 0.0 2.26
2080.00 1.68 299157 2.14 0.0 0.00 2.26 0.00 0.0 2.26
2090.00 1.66 298812 2.14 0.0 0.00 2.25 0.00 0.0 2.25
2100.00 1.64 298454 2.14 0.0 0.00 2.25 0.00 0.0 2.25
2110.00 1.61 298083 2.13 0.0 0.00 2.25 0.00 0.0 2.25
2120.00 1.59 297700 2.13 0.0 0.00 2.25 0.00 0.0 2.25
2130.00 1.57 297304 2.13 0.0 0.00 2.25 0.00 0.0 2.25
2140.00 1.55 296896 2.13 0.0 0.00 2.25 0.00 0.0 2.25
2150.00 1.53 296476 2.12 0.0 0.00 2.24 0.00 0.0 2.24
2160.00 1.50 296044 2.12 0.0 0.00 2.24 0.00 0.0 2.24
2170.00 1.48 295601 2.12 0.0 0.00 2.24 0.00 0.0 2.24
2180.00 1.46 295146 2.11 0.0 0.00 2.24 0.00 0.0 2.24
2190.00 1.44 294681 2.11 0.0 0.00 2.24 0.00 0.0 2.24
2200.00 1.42 294204 2.11 0.0 0.00 2.24 0.00 0.0 2.24
2210.00 1.40 293717 2.10 0.0 0.00 2.23 0.00 0.0 2.23
2220.00 1.38 293219 2.10 0.0 0.00 2.23 0.00 0.0 2.23
2230.00 1.37 292711 2.10 0.0 0.00 2.23 0.00 0.0 2.23
2240.00 1.35 292193 2.09 0.0 0.00 2.23 0.00 0.0 2.23
2250.00 1.33 291664 2.09 0.0 0.00 2.22 0.00 0.0 2.22
2260.00 1.31 291126 2.09 0.0 0.00 2.22 0.00 0.0 2.22
2270.00 1.29 290579 2.08 0.0 0.00 2.22 0.00 0.0 2.22
2280.00 1.27 290022 2.08 0.0 0.00 2.22 0.00 0.0 2.22
2290.00 1.26 289455 2.08 0.0 0.00 2.21 0.00 0.0 2.21
2300.00 1.24 288880 2.07 0.0 0.00 2.21 0.00 0.0 2.21
2310.00 1.22 288295 2.07 0.0 0.00 2.21 0.00 0.0 2.21
2320.00 1.20 287702 2.06 0.0 0.00 2.21 0.00 0.0 2.21
2330.00 1.19 287101 2.06 0.0 0.00 2.20 0.00 0.0 2.20
2340.00 1.17 286491 2.06 0.0 0.00 2.20 0.00 0.0 2.20
2350.00 1.16 285872 2.05 0.0 0.00 2.20 0.00 0.0 2.20
2360.00 1.14 285246 2.05 0.0 0.00 2.20 0.00 0.0 2.20
2370.00 1.12 284611 2.04 0.0 0.00 2.19 0.00 0.0 2.19
2380.00 1.11 283969 2.04 0.0 0.00 2.19 0.00 0.0 2.19
2390.00 1.09 283319 2.03 0.0 0.00 2.19 0.00 0.0 2.19
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2580.00 0.84 269712 1.94 0.0 0.00 2.13 0.00 0.0 2.13
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2590.00 0.83 268938 1.94 0.0 0.00 2.13 0.00 0.0 2.13
2600.00 0.82 268160 1.93 0.0 0.00 2.12 0.00 0.0 2.12
2610.00 0.81 267377 1.93 0.0 0.00 2.12 0.00 0.0 2.12
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2640.00 0.77 265001 1.91 0.0 0.00 2.11 0.00 0.0 2.11
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2660.00 0.75 263394 1.90 0.0 0.00 2.10 0.00 0.0 2.10
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3040.00 0.44 230584 1.68 0.0 0.00 1.94 0.00 0.0 1.94
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3110.00 0.40 224259 1.63 0.0 0.00 1.91 0.00 0.0 1.91
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3210.00 0.35 215174 1.57 0.0 0.00 1.87 0.00 0.0 1.87
3220.00 0.35 214264 1.56 0.0 0.00 1.86 0.00 0.0 1.86
3230.00 0.34 213353 1.56 0.0 0.00 1.86 0.00 0.0 1.86
3240.00 0.34 212443 1.55 0.0 0.00 1.85 0.00 0.0 1.85
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3250.00 0.33 211533 1.55 0.0 0.00 1.85 0.00 0.0 1.85
3260.00 0.33 210623 1.54 0.0 0.00 1.84 0.00 0.0 1.84
3270.00 0.32 209713 1.53 0.0 0.00 1.84 0.00 0.0 1.84
3280.00 0.32 208804 1.53 0.0 0.00 1.83 0.00 0.0 1.83
3290.00 0.31 207894 1.52 0.0 0.00 1.83 0.00 0.0 1.83
3300.00 0.31 206985 1.51 0.0 0.00 1.82 0.00 0.0 1.82
3310.00 0.30 206076 1.51 0.0 0.00 1.82 0.00 0.0 1.82
3320.00 0.30 205167 1.50 0.0 0.00 1.81 0.00 0.0 1.81
3330.00 0.30 204259 1.50 0.0 0.00 1.81 0.00 0.0 1.81
3340.00 0.29 203351 1.49 0.0 0.00 1.80 0.00 0.0 1.80
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3700.00 0.18 171268 1.27 0.0 0.00 1.62 0.00 0.0 1.62
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3770.00 0.16 165236 1.23 0.0 0.00 1.59 0.00 0.0 1.59
3780.00 0.16 164382 1.22 0.0 0.00 1.58 0.00 0.0 1.58
3790.00 0.16 163529 1.21 0.0 0.00 1.57 0.00 0.0 1.57
3800.00 0.15 162678 1.21 0.0 0.00 1.57 0.00 0.0 1.57
3810.00 0.15 161829 1.20 0.0 0.00 1.56 0.00 0.0 1.56
3820.00 0.15 160982 1.20 0.0 0.00 1.56 0.00 0.0 1.56
3830.00 0.15 160137 1.19 0.0 0.00 1.55 0.00 0.0 1.55
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3850.00 0.14 158453 1.18 0.0 0.00 1.54 0.00 0.0 1.54
3860.00 0.14 157613 1.17 0.0 0.00 1.54 0.00 0.0 1.54
3870.00 0.14 156776 1.17 0.0 0.00 1.53 0.00 0.0 1.53
3880.00 0.14 155941 1.16 0.0 0.00 1.53 0.00 0.0 1.53
3890.00 0.14 155108 1.15 0.0 0.00 1.52 0.00 0.0 1.52
3900.00 0.13 154277 1.15 0.0 0.00 1.52 0.00 0.0 1.52
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3910.00 0.13 153448 1.14 0.0 0.00 1.51 0.00 0.0 1.51
3920.00 0.13 152621 1.14 0.0 0.00 1.50 0.00 0.0 1.50
3930.00 0.13 151797 1.13 0.0 0.00 1.50 0.00 0.0 1.50
3940.00 0.13 150975 1.13 0.0 0.00 1.49 0.00 0.0 1.49
3950.00 0.13 150154 1.12 0.0 0.00 1.49 0.00 0.0 1.49
3960.00 0.12 149336 1.11 0.0 0.00 1.48 0.00 0.0 1.48
3970.00 0.12 148520 1.11 0.0 0.00 1.48 0.00 0.0 1.48
3980.00 0.12 147707 1.10 0.0 0.00 1.47 0.00 0.0 1.47
3990.00 0.12 146896 1.10 0.0 0.00 1.47 0.00 0.0 1.47
4000.00 0.12 146087 1.09 0.0 0.00 1.46 0.00 0.0 1.46
4010.00 0.12 145280 1.09 0.0 0.00 1.46 0.00 0.0 1.46
4020.00 0.11 144476 1.08 0.0 0.00 1.45 0.00 0.0 1.45
4030.00 0.11 143673 1.07 0.0 0.00 1.44 0.00 0.0 1.44
4040.00 0.11 142874 1.07 0.0 0.00 1.44 0.00 0.0 1.44
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4350.00 0.07 119332 0.90 0.0 0.00 1.27 0.00 0.0 1.27
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4380.00 0.07 117190 0.89 0.0 0.00 1.25 0.00 0.0 1.25
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4400.00 0.07 115777 0.88 0.0 0.00 1.24 0.00 0.0 1.24
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4420.00 0.07 114375 0.87 0.0 0.00 1.23 0.00 0.0 1.23
4430.00 0.06 113678 0.86 0.0 0.00 1.22 0.00 0.0 1.22
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4450.00 0.06 112293 0.85 0.0 0.00 1.21 0.00 0.0 1.21
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4470.00 0.06 110920 0.84 0.0 0.00 1.20 0.00 0.0 1.20
4480.00 0.06 110238 0.84 0.0 0.00 1.19 0.00 0.0 1.19
4490.00 0.06 109559 0.83 0.0 0.00 1.19 0.00 0.0 1.19
4500.00 0.06 108882 0.83 0.0 0.00 1.18 0.00 0.0 1.18
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4520.00 0.06 107539 0.82 0.0 0.00 1.17 0.00 0.0 1.17
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4540.00 0.06 106207 0.81 0.0 0.00 1.16 0.00 0.0 1.16
4550.00 0.05 105546 0.80 0.0 0.00 1.15 0.00 0.0 1.15
4560.00 0.05 104887 0.80 0.0 0.00 1.15 0.00 0.0 1.15
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4570.00 0.05 104232 0.80 0.0 0.00 1.14 0.00 0.0 1.14
4580.00 0.05 103580 0.79 0.0 0.00 1.13 0.00 0.0 1.13
4590.00 0.05 102930 0.79 0.0 0.00 1.13 0.00 0.0 1.13
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4630.00 0.05 100364 0.77 0.0 0.00 1.11 0.00 0.0 1.11
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4850.00 0.04 87141 0.67 0.0 0.00 0.98 0.00 0.0 0.98
4860.00 0.04 86577 0.67 0.0 0.00 0.97 0.00 0.0 0.97
4870.00 0.03 86015 0.66 0.0 0.00 0.97 0.00 0.0 0.97
4880.00 0.03 85457 0.66 0.0 0.00 0.96 0.00 0.0 0.96
4890.00 0.03 84904 0.66 0.0 0.00 0.95 0.00 0.0 0.95
4900.00 0.03 84355 0.65 0.0 0.00 0.94 0.00 0.0 0.94
4910.00 0.03 83812 0.65 0.0 0.00 0.93 0.00 0.0 0.93
4920.00 0.03 83273 0.64 0.0 0.00 0.92 0.00 0.0 0.92
4930.00 0.03 82739 0.64 0.0 0.00 0.91 0.00 0.0 0.91
4940.00 0.03 82210 0.64 0.0 0.00 0.91 0.00 0.0 0.91
4950.00 0.03 81686 0.63 0.0 0.00 0.90 0.00 0.0 0.90
4960.00 0.03 81166 0.63 0.0 0.00 0.89 0.00 0.0 0.89
4970.00 0.03 80650 0.62 0.0 0.00 0.88 0.00 0.0 0.88
4980.00 0.03 80139 0.62 0.0 0.00 0.87 0.00 0.0 0.87
4990.00 0.03 79633 0.62 0.0 0.00 0.87 0.00 0.0 0.87
5000.00 0.03 79131 0.61 0.0 0.00 0.86 0.00 0.0 0.86
5010.00 0.03 78634 0.61 0.0 0.00 0.85 0.00 0.0 0.85
5020.00 0.03 78140 0.61 0.0 0.00 0.84 0.00 0.0 0.84
5030.00 0.03 77651 0.60 0.0 0.00 0.84 0.00 0.0 0.84
5040.00 0.03 77167 0.60 0.0 0.00 0.83 0.00 0.0 0.83
5050.00 0.03 76686 0.60 0.0 0.00 0.82 0.00 0.0 0.82
5060.00 0.03 76210 0.59 0.0 0.00 0.81 0.00 0.0 0.81
5070.00 0.03 75737 0.59 0.0 0.00 0.81 0.00 0.0 0.81
5080.00 0.03 75269 0.59 0.0 0.00 0.80 0.00 0.0 0.80
5090.00 0.03 74805 0.58 0.0 0.00 0.79 0.00 0.0 0.79
5100.00 0.03 74344 0.58 0.0 0.00 0.79 0.00 0.0 0.79
5110.00 0.03 73888 0.58 0.0 0.00 0.78 0.00 0.0 0.78
5120.00 0.02 73435 0.57 0.0 0.00 0.77 0.00 0.0 0.77
5130.00 0.02 72986 0.57 0.0 0.00 0.77 0.00 0.0 0.77
5140.00 0.02 72541 0.57 0.0 0.00 0.76 0.00 0.0 0.76
5150.00 0.02 72100 0.56 0.0 0.00 0.75 0.00 0.0 0.75
5160.00 0.02 71663 0.56 0.0 0.00 0.75 0.00 0.0 0.75
5170.00 0.02 71229 0.56 0.0 0.00 0.74 0.00 0.0 0.74
5180.00 0.02 70798 0.55 0.0 0.00 0.73 0.00 0.0 0.73
5190.00 0.02 70372 0.55 0.0 0.00 0.73 0.00 0.0 0.73
5200.00 0.02 69949 0.55 0.0 0.00 0.72 0.00 0.0 0.72
5210.00 0.02 69529 0.54 0.0 0.00 0.72 0.00 0.0 0.72
5220.00 0.02 69113 0.54 0.0 0.00 0.71 0.00 0.0 0.71
printed 7/5/2023 12:35 PM Page 19 of 20

4D Site Solutions, Inc.
5230.00 0.02 68700 0.54 0.0 0.00 0.70 0.00 0.0 0.70
5240.00 0.02 68291 0.53 0.0 0.00 0.70 0.00 0.0 0.70
5250.00 0.02 67885 0.53 0.0 0.00 0.69 0.00 0.0 0.69
5260.00 0.02 67482 0.53 0.0 0.00 0.69 0.00 0.0 0.69
5270.00 0.02 67083 0.53 0.0 0.00 0.68 0.00 0.0 0.68
5280.00 0.02 66687 0.52 0.0 0.00 0.67 0.00 0.0 0.67
5290.00 0.02 66294 0.52 0.0 0.00 0.67 0.00 0.0 0.67
printed: 7/5/2023 12.35 PM Page 20 of 20

4D Site Solutions, Inc.
DESIGN REQUIREMENTS:
A. Post development discharge<or=Predevelopment discharge
1894-Wet Pond#1 Pre-Development Runoff-10-yr
Drainage Area,(DA)= 95.59 acres
Intensity,(I)= 6.23 inches/hr
Composite Runoff Coefficient,(C)=> 0.30
Maximum Release Rate,(Qio)=> 178.66 cfs
1894-Wet Pond#1 Post-Development Runoff-10-yr
Drainage Area,(DA)= 95.59 acres
Intensity,(I)= 7.80 inches/hr
Composite Runoff Coefficient,(C)=> 0.56
Peak Release Rate,(Qio)=> 417.54 cfs
Detention Pond Stage-Storage Function
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage(S) (Z)
(ft) (sf) (cf) (cf) (ft) In(S) In(Z) Z est
125.5 133,069 - - -
126.0 137,469 67,635 67,635 0.50 11.12 -0.69 0.53
127.0 141,929 139,699 207,334 1.50 12.24 0.41 1.52
128.0 146,445 144,187 351,521 2.50 12.77 0.92 2.49
129.0 151,018 148,732 500,252 3.50 13.12 1.25 3.47
130.0 155,647 153,333 653,585 4.50 13.39 1.50 4.46
131.0 160,333 157,990 811,575 5.50 13.61 1.70 5.47
132.0 165,074 162,704 974,278 6.50 13.79 1.87 6.49
133.0 169,871 167,473 1,141,751 7.50 13.95 2.01 7.54
134.0 174,725 172,298 1,314,049 8.50 14.09 2.14 8.60
Regression Output:
b= 1.06 (X Variable Coeff)
Ks= 133,058 (ev-mtercept)
Stage-Storage Equation is of the form:S=(Ks)(Z)b
printed:3/20/2023 3:08 PM Page 1 of 19

4D Site Solutions, Inc.
Primary Spillway
Barrel
Number of Barrels= 2
Dia.of Barrel= 54 inches
Area of Barrel,(Ab)= 15.91 sf
Pipe Length,(L)= 66 feet
Friction Coeff.,(Kp)= 0.00359
Inv.of Barrel= 125.50 feet
Riser
Elev.of Riser Crest= 130.50 feet
Rectangular
Length Weir= 192 inches Width Weir= 48 inches
Total Weir Length= 40.00 feet
Area of Riser= 64.00 sq.ft.
Orifice in Riser
Dia.of Orifice= 8.00 inches
Number of Orifices= 1
Area of Orifice,(Ab)= 0.35 sf
Orifice Coefficient(Cd)= 0.60
Inv.of Orifice= 125.50 feet
Length of weir= 11.40 feet
Top of weir= 127.67 feet
Weir Coefficient(Cw)= 3.00
Emergency Spillway
Width of Spillway(Approx.)= 30 feet
Weir Coefficient= 3.3
Crest Elevation= 133.00 feet
Summary of Results
Maximum Release Rate,(Qio)= 178.66 cfs
Release Rate,(Qio)= 190.54 cfs
Normal Water Surface Elev.= 125.50 feet
Water Surface Elev.@ Outlet(Qio)= 130.67 feet
printed:3/20/2023 3:08 PM Page 2 of 19

4D Site Solutions, Inc.
Inflow Hydrograph-10-yr
Peak Inflow,(Qp)=> 417.54 cfs
Time to Peak Calculation: CN= 84 P= 5.43 in. S= 1.90 in.
Q*= 3.67 in. (depth of runoff)
Vo1= 1,272,082 cf (vol.of runoff)
Time to Peak,(Tp)=> 36.5 minutes
(SCS TR-55)
0/On t Q
min (cfs)
0.00 0.000 0 0.00
0.05 0.007 2 3.08
0.11 0.029 4 12.23
0.16 0.065 6 27.18
0.22 0.114 8 47.49
0.27 0.174 10 72.56
0.33 0.243 12 101.65
0.38 0.321 14 133.90
0.44 0.403 16 168.36
0.49 0.489 18 204.01
0.55 0.574 20 239.80
0.60 0.658 22 274.68
0.66 0.737 24 307.61
0.71 0.809 26 337.62
0.77 0.871 28 363.84
0.82 0.923 30 385.47
0.88 0.963 32 401.89
0.93 0.988 34 412.61
0.99 0.999 36 417.32
1.04 0.996 38 415.87
1.09 0.978 40 408.31
1.15 0.946 42 394.86
1.20 0.900 44 375.92
1.26 0.844 46 352.57
1.31 0.786 48 328.35
printed:3/20/2023 3:08 PM Page 3 of 19

4D Site Solutions, Inc.
1.37 0.732 50 305.79
1.42 0.682 52 284.78
1.48 0.635 54 265.22
1.53 0.592 56 247.00
1.59 0.551 58 230.03
1.64 0.513 60 214.23
1.70 0.478 62 199.51
1.75 0.445 64 185.80
1.81 0.414 66 173.04
1.86 0.386 68 161.15
1.92 0.359 70 150.08
1.97 0.335 72 139.77
2.03 0.312 74 130.17
2.08 0.290 76 121.23
2.14 0.270 78 112.90
2.19 0.252 80 105.14
2.24 0.235 82 97.92
2.30 0.218 84 91.19
2.35 0.203 86 84.93
2.41 0.189 88 79.09
2.46 0.176 90 73.66
2.52 0.164 92 68.60
2.57 0.153 94 63.89
2.63 0.142 96 59.50
2.68 0.133 98 55.41
2.74 0.124 100 51.60
2.79 0.115 102 48.06
2.85 0.107 104 44.76
2.90 0.100 106 41.68
2.96 0.093 108 38.82
3.01 0.087 110 36.15
3.07 0.081 112 33.67
3.12 0.075 114 31.35
3.18 0.070 116 29.20
3.23 0.065 118 27.19
3.28 0.061 120 25.33
3.34 0.056 122 23.59
3.39 0.053 124 21.97
3.45 0.049 126 20.46
3.50 0.046 128 19.05
3.56 0.042 130 17.74
3.61 0.040 132 16.52
3.67 0.037 134 15.39
3.72 0.034 136 14.33
3.78 0.032 138 13.35
3.83 0.030 140 12.43
3.89 0.028 142 11.58
3.94 0.026 144 10.78
4.00 0.024 146 10.04
4.05 0.022 148 9.35
4.11 0.021 150 8.71
4.16 0.019 152 8.11
4.22 0.018 154 7.55
4.27 0.017 156 7.03
4.33 0.016 158 6.55
4.38 0.015 160 6.10
4.43 0.014 162 5.68
4.49 0.013 164 5.29
4.54 0.012 166 4.93
4.60 0.011 168 4.59
4.65 0.010 170 4.27
4.71 0.010 172 3.98
4.76 0.009 174 3.71
4.82 0.008 176 3.45
4.87 0.008 178 3.21
4.93 0.007 180 2.99
4.98 0.007 182 2.79
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4D Site Solutions, Inc.
5.04 0.006 184 2.60
5.09 0.006 186 2.42
5.15 0.005 188 2.25
5.20 0.005 190 2.10
5.26 0.005 192 1.95
5.31 0.004 194 1.82
5.37 0.004 196 1.69
5.42 0.004 198 1.58
5.47 0.004 200 1.47
5.53 0.003 202 1.37
5.58 0.003 204 1.27
5.64 0.003 206 1.19
5.69 0.003 208 1.11
5.75 0.002 210 1.03
5.80 0.002 212 0.96
5.86 0.002 214 0.89
5.91 0.002 216 0.83
5.97 0.002 218 0.77
6.02 0.002 220 0.72
6.08 0.002 222 0.67
6.13 0.001 224 0.63
6.19 0.001 226 0.58
6.24 0.001 228 0.54
6.30 0.001 230 0.51
6.35 0.001 232 0.47
6.41 0.001 234 0.44
6.46 0.001 236 0.41
6.52 0.001 238 0.38
6.57 0.001 240 0.35
6.62 0.001 242 0.33
6.68 0.001 244 0.31
6.73 0.001 246 0.29
6.79 0.001 248 0.27
6.84 0.001 250 0.25
6.90 0.001 252 0.23
6.95 0.001 254 0.22
7.01 0.000 256 0.20
7.06 0.000 258 0.19
7.12 0.000 260 0.17
7.17 0.000 262 0.16
7.23 0.000 264 0.15
7.28 0.000 266 0.14
7.34 0.000 268 0.13
7.39 0.000 270 0.12
7.45 0.000 272 0.11
7.50 0.000 274 0.11
7.56 0.000 276 0.10
7.61 0.000 278 0.09
7.66 0.000 280 0.09
printed:3/20/2023 3:08 PM Page 5 of 19

4D Site Solutions, Inc.
7.72 0.000 282 0.08
7.77 0.000 284 0.07
7.83 0.000 286 0.07
7.88 0.000 288 0.06
7.94 0.000 290 0.06
7.99 0.000 292 0.06
8.05 0.000 294 0.05
8.10 0.000 296 0.05
8.16 0.000 298 0.04
8.21 0.000 300 0.04
8.27 0.000 302 0.04
8.32 0.000 304 0.04
8.38 0.000 306 0.03
8.43 0.000 308 0.03
8.49 0.000 310 0.03
8.54 0.000 312 0.03
8.60 0.000 314 0.03
8.65 0.000 316 0.02
8.71 0.000 318 0.02
8.76 0.000 320 0.02
8.81 0.000 322 0.02
8.87 0.000 324 0.02
8.92 0.000 326 0.02
8.98 0.000 328 0.02
9.03 0.000 330 0.01
9.09 0.000 332 0.01
9.14 0.000 334 0.01
9.20 0.000 336 0.01
9.25 0.000 338 0.01
9.31 0.000 340 0.01
9.36 0.000 342 0.01
9.42 0.000 344 0.01
9.47 0.000 346 0.01
9.53 0.000 348 0.01
9.58 0.000 350 0.01
9.64 0.000 352 0.01
9.69 0.000 354 0.01
9.75 0.000 356 0.01
9.80 0.000 358 0.01
9.85 0.000 360 0.00
9.91 0.000 362 0.00
9.96 0.000 364 0.00
10.02 0.000 366 0.00
10.07 0.000 368 0.00
10.13 0.000 370 0.00
10.18 0.000 372 0.00
10.24 0.000 374 0.00
10.29 0.000 376 0.00
10.35 0.000 378 0.00
10.40 0.000 380 0.00
10.46 0.000 382 0.00
10.51 0.000 384 0.00
10.57 0.000 386 0.00
10.62 0.000 388 0.00
10.68 0.000 390 0.00
10.73 0.000 392 0.00
10.79 0.000 394 0.00
10.84 0.000 396 0.00
10.90 0.000 398 0.00
10.95 0.000 400 0.00
11.00 0.000 402 0.00
11.06 0.000 404 0.00
11.11 0.000 406 0.00
11.17 0.000 408 0.00
11.22 0.000 410 0.00
11.28 0.000 412 0.00
11.33 0.000 414 0.00
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4D Site Solutions, Inc.
11.39 0.000 416 0.00
11.44 0.000 418 0.00
11.50 0.000 420 0.00
11.55 0.000 422 0.00
11.61 0.000 424 0.00
11.66 0.000 426 0.00
11.72 0.000 428 0.00
11.77 0.000 430 0.00
11.83 0.000 432 0.00
11.88 0.000 434 0.00
11.94 0.000 436 0.00
11.99 0.000 438 0.00
12.04 0.000 440 0.00
12.10 0.000 442 0.00
12.15 0.000 444 0.00
12.21 0.000 446 0.00
12.26 0.000 448 0.00
12.32 0.000 450 0.00
12.37 0.000 452 0.00
12.43 0.000 454 0.00
12.48 0.000 456 0.00
12.54 0.000 458 0.00
12.59 0.000 460 0.00
12.65 0.000 462 0.00
12.70 0.000 464 0.00
12.76 0.000 466 0.00
12.81 0.000 468 0.00
12.87 0.000 470 0.00
12.92 0.000 472 0.00
12.98 0.000 474 0.00
13.03 0.000 476 0.00
13.09 0.000 478 0.00
13.14 0.000 480 0.00
13.19 0.000 482 0.00
13.25 0.000 484 0.00
13.30 0.000 486 0.00
13.36 0.000 488 0.00
13.41 0.000 490 0.00
13.47 0.000 492 0.00
13.52 0.000 494 0.00
13.58 0.000 496 0.00
13.63 0.000 498 0.00
13.69 0.000 500 0.00
13.74 0.000 502 0.00
13.80 0.000 504 0.00
13.85 0.000 506 0.00
13.91 0.000 508 0.00
13.96 0.000 510 0.00
14.02 0.000 512 0.00
14.07 0.000 514 0.00
14.13 0.000 516 0.00
14.18 0.000 518 0.00
14.23 0.000 520 0.00
14.29 0.000 522 0.00
14.34 0.000 524 0.00
14.40 0.000 526 0.00
14.45 0.000 528 0.00
14.51 0.000 530 0.00
14.56 0.000 532 0.00
14.62 0.000 534 0.00
14.67 0.000 536 0.00
14.73 0.000 538 0.00
14.78 0.000 540 0.00
14.84 0.000 542 0.00
14.89 0.000 544 0.00
14.95 0.000 546 0.00
15.00 0.000 548 0.00
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4D Site Solutions, Inc.
15.06 0.000 550 0.00
15.11 0.000 552 0.00
15.17 0.000 554 0.00
15.22 0.000 556 0.00
15.27 0.000 558 0.00
15.33 0.000 560 0.00
15.38 0.000 562 0.00
15.44 0.000 564 0.00
15.49 0.000 566 0.00
15.55 0.000 568 0.00
15.60 0.000 570 0.00
15.66 0.000 572 0.00
15.71 0.000 574 0.00
15.77 0.000 576 0.00
15.82 0.000 578 0.00
15.88 0.000 580 0.00
15.93 0.000 582 0.00
15.99 0.000 584 0.00
16.04 0.000 586 0.00
16.10 0.000 588 0.00
16.15 0.000 590 0.00
16.21 0.000 592 0.00
16.26 0.000 594 0.00
16.32 0.000 596 0.00
16.37 0.000 598 0.00
16.42 0.000 600 0.00
16.48 0.000 602 0.00
16.53 0.000 604 0.00
16.59 0.000 606 0.00
16.64 0.000 608 0.00
16.70 0.000 610 0.00
16.75 0.000 612 0.00
16.81 0.000 614 0.00
16.86 0.000 616 0.00
16.92 0.000 618 0.00
16.97 0.000 620 0.00
17.03 0.000 622 0.00
17.08 0.000 624 0.00
17.14 0.000 626 0.00
17.19 0.000 628 0.00
17.25 0.000 630 0.00
17.30 0.000 632 0.00
17.36 0.000 634 0.00
17.41 0.000 636 0.00
17.46 0.000 638 0.00
17.52 0.000 640 0.00
17.57 0.000 642 0.00
17.63 0.000 644 0.00
17.68 0.000 646 0.00
17.74 0.000 648 0.00
17.79 0.000 650 0.00
17.85 0.000 652 0.00
17.90 0.000 654 0.00
17.96 0.000 656 0.00
18.01 0.000 658 0.00
18.07 0.000 660 0.00
18.12 0.000 662 0.00
18.18 0.000 664 0.00
18.23 0.000 666 0.00
18.29 0.000 668 0.00
18.34 0.000 670 0.00
18.40 0.000 672 0.00
18.45 0.000 674 0.00
18.51 0.000 676 0.00
18.56 0.000 678 0.00
18.61 0.000 680 0.00
18.67 0.000 682 0.00
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4D Site Solutions, Inc.
18.72 0.000 684 0.00
18.78 0.000 686 0.00
18.83 0.000 688 0.00
18.89 0.000 690 0.00
18.94 0.000 692 0.00
19.00 0.000 694 0.00
19.05 0.000 696 0.00
19.11 0.000 698 0.00
19.16 0.000 700 0.00
19.22 0.000 702 0.00
19.27 0.000 704 0.00
19.33 0.000 706 0.00
19.38 0.000 708 0.00
19.44 0.000 710 0.00
19.49 0.000 712 0.00
19.55 0.000 714 0.00
19.60 0.000 716 0.00
19.65 0.000 718 0.00
19.71 0.000 720 0.00
19.76 0.000 722 0.00
19.82 0.000 724 0.00
19.87 0.000 726 0.00
19.93 0.000 728 0.00
19.98 0.000 730 0.00
20.04 0.000 732 0.00
20.09 0.000 734 0.00
20.15 0.000 736 0.00
20.20 0.000 738 0.00
20.26 0.000 740 0.00
20.31 0.000 742 0.00
20.37 0.000 744 0.00
20.42 0.000 746 0.00
20.48 0.000 748 0.00
20.53 0.000 750 0.00
20.59 0.000 752 0.00
20.64 0.000 754 0.00
20.70 0.000 756 0.00
20.75 0.000 758 0.00
20.80 0.000 760 0.00
20.86 0.000 762 0.00
20.91 0.000 764 0.00
20.97 0.000 766 0.00
21.02 0.000 768 0.00
21.08 0.000 770 0.00
21.13 0.000 772 0.00
21.19 0.000 774 0.00
21.24 0.000 776 0.00
21.30 0.000 778 0.00
21.35 0.000 780 0.00
21.41 0.000 782 0.00
21.46 0.000 784 0.00
21.52 0.000 786 0.00
21.57 0.000 788 0.00
21.63 0.000 790 0.00
21.68 0.000 792 0.00
21.74 0.000 794 0.00
21.79 0.000 796 0.00
21.84 0.000 798 0.00
21.90 0.000 800 0.00
21.95 0.000 802 0.00
22.01 0.000 804 0.00
22.06 0.000 806 0.00
22.12 0.000 808 0.00
22.17 0.000 810 0.00
22.23 0.000 812 0.00
22.28 0.000 814 0.00
22.34 0.000 816 0.00
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4D Site Solutions, Inc.
22.39 0.000 818 0.00
22.45 0.000 820 0.00
22.50 0.000 822 0.00
22.56 0.000 824 0.00
22.61 0.000 826 0.00
22.67 0.000 828 0.00
22.72 0.000 830 0.00
22.78 0.000 832 0.00
22.83 0.000 834 0.00
22.89 0.000 836 0.00
22.94 0.000 838 0.00
22.99 0.000 840 0.00
23.05 0.000 842 0.00
23.10 0.000 844 0.00
23.16 0.000 846 0.00
23.21 0.000 848 0.00
23.27 0.000 850 0.00
23.32 0.000 852 0.00
23.38 0.000 854 0.00
23.43 0.000 856 0.00
23.49 0.000 858 0.00
23.54 0.000 860 0.00
23.60 0.000 862 0.00
23.65 0.000 864 0.00
23.71 0.000 866 0.00
23.76 0.000 868 0.00
23.82 0.000 870 0.00
23.87 0.000 872 0.00
23.93 0.000 874 0.00
23.98 0.000 876 0.00
24.03 0.000 878 0.00
24.09 0.000 880 0.00
24.14 0.000 882 0.00
24.20 0.000 884 0.00
24.25 0.000 886 0.00
24.31 0.000 888 0.00
24.36 0.000 890 0.00
24.42 0.000 892 0.00
24.47 0.000 894 0.00
24.53 0.000 896 0.00
24.58 0.000 898 0.00
24.64 0.000 900 0.00
24.69 0.000 902 0.00
24.75 0.000 904 0.00
24.80 0.000 906 0.00
24.86 0.000 908 0.00
24.91 0.000 910 0.00
24.97 0.000 912 0.00
25.02 0.000 914 0.00
25.08 0.000 916 0.00
25.13 0.000 918 0.00
25.18 0.000 920 0.00
25.24 0.000 922 0.00
25.29 0.000 924 0.00
25.35 0.000 926 0.00
25.40 0.000 928 0.00
25.46 0.000 930 0.00
25.51 0.000 932 0.00
25.57 0.000 934 0.00
25.62 0.000 936 0.00
25.68 0.000 938 0.00
25.73 0.000 940 0.00
25.79 0.000 942 0.00
25.84 0.000 944 0.00
25.90 0.000 946 0.00
25.95 0.000 948 0.00
26.01 0.000 950 0.00
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4D Site Solutions, Inc.
26.06 0.000 952 0.00
26.12 0.000 954 0.00
26.17 0.000 956 0.00
26.22 0.000 958 0.00
26.28 0.000 960 0.00
26.33 0.000 962 0.00
26.39 0.000 964 0.00
26.44 0.000 966 0.00
26.50 0.000 968 0.00
26.55 0.000 970 0.00
26.61 0.000 972 0.00
26.66 0.000 974 0.00
26.72 0.000 976 0.00
26.77 0.000 978 0.00
26.83 0.000 980 0.00
26.88 0.000 982 0.00
26.94 0.000 984 0.00
26.99 0.000 986 0.00
27.05 0.000 988 0.00
27.10 0.000 990 0.00
27.16 0.000 992 0.00
27.21 0.000 994 0.00
27.26 0.000 996 0.00
27.32 0.000 998 0.00
27.37 0.000 1000 0.00
27.43 0.000 1002 0.00
27.48 0.000 1004 0.00
27.54 0.000 1006 0.00
27.59 0.000 1008 0.00
27.65 0.000 1010 0.00
27.70 0.000 1012 0.00
27.76 0.000 1014 0.00
27.81 0.000 1016 0.00
27.87 0.000 1018 0.00
27.92 0.000 1020 0.00
27.98 0.000 1022 0.00
28.03 0.000 1024 0.00
28.09 0.000 1026 0.00
28.14 0.000 1028 0.00
28.20 0.000 1030 0.00
28.25 0.000 1032 0.00
28.31 0.000 1034 0.00
28.36 0.000 1036 0.00
28.41 0.000 1038 0.00
28.47 0.000 1040 0.00
28.52 0.000 1042 0.00
28.58 0.000 1044 0.00
28.63 0.000 1046 0.00
28.69 0.000 1048 0.00
28.74 0.000 1050 0.00
28.80 0.000 1052 0.00
28.85 0.000 1054 0.00
28.91 0.000 1056 0.00
28.96 0.000 1058 0.00
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4D Site Solutions, Inc.
Storm Routing Table-10-yr
WEIR ORIFICE 1st 2nd EMERGENCY TOTAL
TIME INFLOW STORAGE STAGE RISER RISER ORIFICE NOTCH SPILLWAY OUTFLOW
min Lfil La cal cfs cfs cal cfs cfs
0.00 0.00 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00
2.00 3.08 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00
4.00 12.23 370 0.00 0.0 0.00 0.00 0.00 0.0 0.00
6.00 27.18 1837 0.02 0.0 0.00 0.00 0.00 0.0 0.00
8.00 47.49 5099 0.05 0.0 0.00 0.02 0.00 0.0 0.02
10.00 72.56 10795 0.09 0.0 0.00 0.05 0.00 0.0 0.05
12.00 101.65 19496 0.16 0.0 0.00 0.12 0.00 0.0 0.12
14.00 133.90 31680 0.26 0.0 0.00 0.24 0.00 0.0 0.24
16.00 168.36 47719 0.38 0.0 0.00 0.42 0.00 0.0 0.42
18.00 204.01 67871 0.53 0.0 0.00 0.69 0.00 0.0 0.69
20.00 239.80 92269 0.71 0.0 0.00 1.03 0.00 0.0 1.03
22.00 274.68 120922 0.91 0.0 0.00 1.28 0.00 0.0 1.28
24.00 307.61 153730 1.15 0.0 0.00 1.51 0.00 0.0 1.51
26.00 337.62 190462 1.40 0.0 0.00 1.73 0.00 0.0 1.73
28.00 363.84 230768 1.68 0.0 0.00 1.95 0.00 0.0 1.95
30.00 385.47 274195 1.97 0.0 0.00 2.15 0.00 0.0 2.15
32.00 401.89 320194 2.28 0.0 0.00 2.34 0.00 0.0 2.34
34.00 412.61 368140 2.60 0.0 0.00 2.53 1.28 0.0 3.81
36.00 417.32 417196 2.93 0.0 0.00 2.70 9.70 0.0 12.40
38.00 415.87 465786 3.25 0.0 0.00 2.86 22.49 0.0 25.35
40.00 408.31 512648 3.55 0.0 0.00 3.01 38.14 0.0 41.15
42.00 394.86 556708 3.84 0.0 0.00 3.14 55.52 0.0 58.66
44.00 375.92 597053 4.10 0.0 0.00 3.26 73.63 0.0 76.88
46.00 352.57 632937 4.33 0.0 0.00 3.35 91.55 0.0 94.91
48.00 328.35 663857 4.53 0.0 0.00 3.44 108.49 0.0 111.93
50.00 305.79 689827 4.69 0.0 0.00 3.50 123.79 0.0 127.29
52.00 284.78 711248 4.83 0.0 0.00 3.56 137.11 0.0 140.67
54.00 265.22 728542 4.94 0.0 0.00 3.60 148.41 0.0 152.01
56.00 247.00 742127 5.03 0.6 50.83 3.64 157.73 0.0 161.96
58.00 230.03 752332 5.09 3.7 93.54 3.66 165.17 0.0 172.53
60.00 214.23 759233 5.14 6.6 113.65 3.68 170.83 0.0 181.13
62.00 199.51 763204 5.16 8.5 123.74 3.69 174.70 0.0 186.93
64.00 185.80 764714 5.17 9.3 127.37 3.69 176.93 0.0 189.94
66.00 173.04 764217 5.17 9.1 126.19 3.69 177.78 0.0 190.54
68.00 161.15 762118 5.15 8.0 121.06 3.68 177.50 0.0 189.19
70.00 150.08 758753 5.13 6.4 112.36 3.68 176.32 0.0 186.39
72.00 139.77 754395 5.11 4.5 99.97 3.67 174.43 0.0 182.60
74.00 130.17 749255 5.07 2.6 83.01 3.65 171.99 0.0 178.22
76.00 121.23 743489 5.04 0.9 58.37 3.64 169.12 0.0 173.66
78.00 112.90 737197 5.00 0.0 0.00 3.62 165.93 0.0 169.55
80.00 105.14 730399 4.95 0.0 0.00 3.61 162.46 0.0 166.07
82.00 97.92 723088 4.91 0.0 0.00 3.59 158.74 0.0 162.33
84.00 91.19 715359 4.86 0.0 0.00 3.57 154.77 0.0 158.34
86.00 84.93 707301 4.81 0.0 0.00 3.55 150.61 0.0 154.15
88.00 79.09 698994 4.75 0.0 0.00 3.53 146.30 0.0 149.83
90.00 73.66 690505 4.70 0.0 0.00 3.51 141.91 0.0 145.41
92.00 68.60 681894 4.64 0.0 0.00 3.48 137.46 0.0 140.94
94.00 63.89 673213 4.59 0.0 0.00 3.46 132.99 0.0 136.45
96.00 59.50 664504 4.53 0.0 0.00 3.44 128.54 0.0 131.97
98.00 55.41 655807 4.48 0.0 0.00 3.42 124.11 0.0 127.53
100.00 51.60 647152 4.42 0.0 0.00 3.39 119.74 0.0 123.14
102.00 48.06 638568 4.37 0.0 0.00 3.37 115.45 0.0 118.82
104.00 44.76 630077 4.31 0.0 0.00 3.35 111.23 0.0 114.58
106.00 41.68 621699 4.26 0.0 0.00 3.32 107.11 0.0 110.43
108.00 38.82 613448 4.20 0.0 0.00 3.30 103.09 0.0 106.39
110.00 36.15 605339 4.15 0.0 0.00 3.28 99.18 0.0 102.46
112.00 33.67 597382 4.10 0.0 0.00 3.26 95.39 0.0 98.64
114.00 31.35 589585 4.05 0.0 0.00 3.24 91.71 0.0 94.94
116.00 29.20 581954 4.00 0.0 0.00 3.21 88.14 0.0 91.36
118.00 27.19 574495 3.95 0.0 0.00 3.19 84.70 0.0 87.89
120.00 25.33 567211 3.91 0.0 0.00 3.17 81.38 0.0 84.55
122.00 23.59 560104 3.86 0.0 0.00 3.15 78.17 0.0 81.33
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4D Site Solutions, Inc.
124.00 21.97 553176 3.81 0.0 0.00 3.13 75.09 0.0 78.22
126.00 20.46 546425 3.77 0.0 0.00 3.11 72.12 0.0 75.23
128.00 19.05 539853 3.73 0.0 0.00 3.09 69.26 0.0 72.35
130.00 17.74 533457 3.69 0.0 0.00 3.07 66.51 0.0 69.58
132.00 16.52 527236 3.65 0.0 0.00 3.05 63.87 0.0 66.92
134.00 15.39 521188 3.61 0.0 0.00 3.04 61.33 0.0 64.37
136.00 14.33 515311 3.57 0.0 0.00 3.02 58.90 0.0 61.92
138.00 13.35 509600 3.53 0.0 0.00 3.00 56.56 0.0 59.57
140.00 12.43 504054 3.50 0.0 0.00 2.98 54.32 0.0 57.31
142.00 11.58 498669 3.46 0.0 0.00 2.97 52.18 0.0 55.14
144.00 10.78 493441 3.43 0.0 0.00 2.95 50.12 0.0 53.07
146.00 10.04 488366 3.39 0.0 0.00 2.94 48.14 0.0 51.08
148.00 9.35 483441 3.36 0.0 0.00 2.92 46.25 0.0 49.17
150.00 8.71 478663 3.33 0.0 0.00 2.90 44.44 0.0 47.35
152.00 8.11 474026 3.30 0.0 0.00 2.89 42.70 0.0 45.59
154.00 7.55 469528 3.27 0.0 0.00 2.88 41.04 0.0 43.92
156.00 7.03 465164 3.24 0.0 0.00 2.86 39.45 0.0 42.31
158.00 6.55 460931 3.21 0.0 0.00 2.85 37.92 0.0 40.77
160.00 6.10 456825 3.19 0.0 0.00 2.83 36.46 0.0 39.29
162.00 5.68 452842 3.16 0.0 0.00 2.82 35.06 0.0 37.88
164.00 5.29 448978 3.14 0.0 0.00 2.81 33.72 0.0 36.52
166.00 4.93 445230 3.11 0.0 0.00 2.80 32.43 0.0 35.23
168.00 4.59 441595 3.09 0.0 0.00 2.78 31.20 0.0 33.98
170.00 4.27 438067 3.06 0.0 0.00 2.77 30.02 0.0 32.79
172.00 3.98 434645 3.04 0.0 0.00 2.76 28.89 0.0 31.65
174.00 3.71 431325 3.02 0.0 0.00 2.75 27.80 0.0 30.55
176.00 3.45 428103 3.00 0.0 0.00 2.74 26.76 0.0 29.50
178.00 3.21 424977 2.98 0.0 0.00 2.73 25.77 0.0 28.50
180.00 2.99 421943 2.96 0.0 0.00 2.72 24.81 0.0 27.53
182.00 2.79 418999 2.94 0.0 0.00 2.71 23.90 0.0 26.61
184.00 2.60 416140 2.92 0.0 0.00 2.70 23.02 0.0 25.72
186.00 2.42 413365 2.90 0.0 0.00 2.69 22.18 0.0 24.87
188.00 2.25 410671 2.88 0.0 0.00 2.68 21.37 0.0 24.05
190.00 2.10 408055 2.87 0.0 0.00 2.67 20.60 0.0 23.27
192.00 1.95 405515 2.85 0.0 0.00 2.66 19.86 0.0 22.52
194.00 1.82 403047 2.83 0.0 0.00 2.65 19.14 0.0 21.80
196.00 1.69 400650 2.82 0.0 0.00 2.64 18.46 0.0 21.10
198.00 1.58 398321 2.80 0.0 0.00 2.64 17.80 0.0 20.44
200.00 1.47 396058 2.79 0.0 0.00 2.63 17.17 0.0 19.80
202.00 1.37 393859 2.77 0.0 0.00 2.62 16.56 0.0 19.18
204.00 1.27 391721 2.76 0.0 0.00 2.61 15.98 0.0 18.59
206.00 1.19 389643 2.74 0.0 0.00 2.61 15.42 0.0 18.03
208.00 1.11 387622 2.73 0.0 0.00 2.60 14.88 0.0 17.48
210.00 1.03 385657 2.72 0.0 0.00 2.59 14.37 0.0 16.96
212.00 0.96 383745 2.71 0.0 0.00 2.58 13.87 0.0 16.45
214.00 0.89 381886 2.69 0.0 0.00 2.58 13.39 0.0 15.97
216.00 0.83 380077 2.68 0.0 0.00 2.57 12.93 0.0 15.50
218.00 0.77 378316 2.67 0.0 0.00 2.56 12.49 0.0 15.05
220.00 0.72 376603 2.66 0.0 0.00 2.56 12.06 0.0 14.62
222.00 0.67 374935 2.65 0.0 0.00 2.55 11.65 0.0 14.21
224.00 0.63 373310 2.64 0.0 0.00 2.55 11.26 0.0 13.81
226.00 0.58 371729 2.63 0.0 0.00 2.54 10.88 0.0 13.42
228.00 0.54 370188 2.62 0.0 0.00 2.53 10.52 0.0 13.05
230.00 0.51 368687 2.61 0.0 0.00 2.53 10.16 0.0 12.69
232.00 0.47 367224 2.60 0.0 0.00 2.52 9.82 0.0 12.35
234.00 0.44 365799 2.59 0.0 0.00 2.52 9.50 0.0 12.02
236.00 0.41 364410 2.58 0.0 0.00 2.51 9.18 0.0 11.70
238.00 0.38 363055 2.57 0.0 0.00 2.51 8.88 0.0 11.39
240.00 0.35 361734 2.56 0.0 0.00 2.50 8.59 0.0 11.09
242.00 0.33 360446 2.55 0.0 0.00 2.50 8.30 0.0 10.80
244.00 0.31 359190 2.54 0.0 0.00 2.49 8.03 0.0 10.52
246.00 0.29 357963 2.53 0.0 0.00 2.49 7.77 0.0 10.26
248.00 0.27 356767 2.53 0.0 0.00 2.48 7.51 0.0 10.00
250.00 0.25 355599 2.52 0.0 0.00 2.48 7.27 0.0 9.75
252.00 0.23 354459 2.51 0.0 0.00 2.48 7.03 0.0 9.51
254.00 0.22 353346 2.50 0.0 0.00 2.47 6.80 0.0 9.28
256.00 0.20 352258 2.50 0.0 0.00 2.47 6.58 0.0 9.05
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4D Site Solutions, Inc.
258.00 0.19 351196 2.49 0.0 0.00 2.46 6.37 0.0 8.83
260.00 0.17 350159 2.48 0.0 0.00 2.46 6.16 0.0 8.62
262.00 0.16 349145 2.48 0.0 0.00 2.46 5.96 0.0 8.42
264.00 0.15 348154 2.47 0.0 0.00 2.45 5.77 0.0 8.22
266.00 0.14 347185 2.46 0.0 0.00 2.45 5.59 0.0 8.03
268.00 0.13 346238 2.46 0.0 0.00 2.44 5.41 0.0 7.85
270.00 0.12 345311 2.45 0.0 0.00 2.44 5.23 0.0 7.67
272.00 0.11 344405 2.44 0.0 0.00 2.44 5.06 0.0 7.50
274.00 0.11 343519 2.44 0.0 0.00 2.43 4.90 0.0 7.33
276.00 0.10 342651 2.43 0.0 0.00 2.43 4.74 0.0 7.17
278.00 0.09 341802 2.43 0.0 0.00 2.43 4.59 0.0 7.02
280.00 0.09 340971 2.42 0.0 0.00 2.42 4.44 0.0 6.87
282.00 0.08 340157 2.42 0.0 0.00 2.42 4.30 0.0 6.72
284.00 0.07 339360 2.41 0.0 0.00 2.42 4.16 0.0 6.58
286.00 0.07 338580 2.40 0.0 0.00 2.42 4.03 0.0 6.44
288.00 0.06 337815 2.40 0.0 0.00 2.41 3.89 0.0 6.31
290.00 0.06 337066 2.39 0.0 0.00 2.41 3.77 0.0 6.18
292.00 0.06 336332 2.39 0.0 0.00 2.41 3.65 0.0 6.05
294.00 0.05 335612 2.39 0.0 0.00 2.40 3.53 0.0 5.93
296.00 0.05 334907 2.38 0.0 0.00 2.40 3.41 0.0 5.81
298.00 0.04 334215 2.38 0.0 0.00 2.40 3.30 0.0 5.70
300.00 0.04 333536 2.37 0.0 0.00 2.40 3.19 0.0 5.59
302.00 0.04 332871 2.37 0.0 0.00 2.39 3.09 0.0 5.48
304.00 0.04 332218 2.36 0.0 0.00 2.39 2.99 0.0 5.38
306.00 0.03 331577 2.36 0.0 0.00 2.39 2.89 0.0 5.28
308.00 0.03 330948 2.35 0.0 0.00 2.39 2.79 0.0 5.18
310.00 0.03 330330 2.35 0.0 0.00 2.38 2.70 0.0 5.08
312.00 0.03 329724 2.35 0.0 0.00 2.38 2.61 0.0 4.99
314.00 0.03 329128 2.34 0.0 0.00 2.38 2.52 0.0 4.90
316.00 0.02 328544 2.34 0.0 0.00 2.38 2.44 0.0 4.81
318.00 0.02 327969 2.33 0.0 0.00 2.37 2.35 0.0 4.73
320.00 0.02 327405 2.33 0.0 0.00 2.37 2.27 0.0 4.64
322.00 0.02 326850 2.33 0.0 0.00 2.37 2.19 0.0 4.56
324.00 0.02 326304 2.32 0.0 0.00 2.37 2.12 0.0 4.49
326.00 0.02 325768 2.32 0.0 0.00 2.36 2.05 0.0 4.41
328.00 0.02 325241 2.32 0.0 0.00 2.36 1.97 0.0 4.34
330.00 0.01 324722 2.31 0.0 0.00 2.36 1.90 0.0 4.27
332.00 0.01 324212 2.31 0.0 0.00 2.36 1.84 0.0 4.20
334.00 0.01 323710 2.31 0.0 0.00 2.36 1.77 0.0 4.13
336.00 0.01 323216 2.30 0.0 0.00 2.35 1.71 0.0 4.06
338.00 0.01 322730 2.30 0.0 0.00 2.35 1.65 0.0 4.00
340.00 0.01 322252 2.30 0.0 0.00 2.35 1.59 0.0 3.94
342.00 0.01 321781 2.29 0.0 0.00 2.35 1.53 0.0 3.88
344.00 0.01 321317 2.29 0.0 0.00 2.35 1.47 0.0 3.82
346.00 0.01 320860 2.29 0.0 0.00 2.35 1.41 0.0 3.76
348.00 0.01 320410 2.28 0.0 0.00 2.34 1.36 0.0 3.70
350.00 0.01 319966 2.28 0.0 0.00 2.34 1.31 0.0 3.65
352.00 0.01 319529 2.28 0.0 0.00 2.34 1.26 0.0 3.60
354.00 0.01 319099 2.27 0.0 0.00 2.34 1.21 0.0 3.55
356.00 0.01 318674 2.27 0.0 0.00 2.34 1.16 0.0 3.50
358.00 0.01 318255 2.27 0.0 0.00 2.33 1.11 0.0 3.45
360.00 0.00 317842 2.27 0.0 0.00 2.33 1.07 0.0 3.40
362.00 0.00 317435 2.26 0.0 0.00 2.33 1.02 0.0 3.35
364.00 0.00 317033 2.26 0.0 0.00 2.33 0.98 0.0 3.31
366.00 0.00 316637 2.26 0.0 0.00 2.33 0.94 0.0 3.27
368.00 0.00 316245 2.26 0.0 0.00 2.33 0.90 0.0 3.22
370.00 0.00 315859 2.25 0.0 0.00 2.33 0.86 0.0 3.18
372.00 0.00 315478 2.25 0.0 0.00 2.32 0.82 0.0 3.14
374.00 0.00 315101 2.25 0.0 0.00 2.32 0.78 0.0 3.10
376.00 0.00 314729 2.25 0.0 0.00 2.32 0.74 0.0 3.06
378.00 0.00 314362 2.24 0.0 0.00 2.32 0.71 0.0 3.03
380.00 0.00 313999 2.24 0.0 0.00 2.32 0.67 0.0 2.99
382.00 0.00 313640 2.24 0.0 0.00 2.32 0.64 0.0 2.96
384.00 0.00 313286 2.24 0.0 0.00 2.31 0.61 0.0 2.92
386.00 0.00 312935 2.23 0.0 0.00 2.31 0.58 0.0 2.89
388.00 0.00 312588 2.23 0.0 0.00 2.31 0.55 0.0 2.86
390.00 0.00 312246 2.23 0.0 0.00 2.31 0.52 0.0 2.83
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4D Site Solutions, Inc.
392.00 0.00 311907 2.23 0.0 0.00 2.31 0.49 0.0 2.80
394.00 0.00 311571 2.22 0.0 0.00 2.31 0.46 0.0 2.77
396.00 0.00 311240 2.22 0.0 0.00 2.31 0.43 0.0 2.74
398.00 0.00 310911 2.22 0.0 0.00 2.30 0.41 0.0 2.71
400.00 0.00 310586 2.22 0.0 0.00 2.30 0.38 0.0 2.68
402.00 0.00 310264 2.22 0.0 0.00 2.30 0.36 0.0 2.66
404.00 0.00 309945 2.21 0.0 0.00 2.30 0.33 0.0 2.63
406.00 0.00 309629 2.21 0.0 0.00 2.30 0.31 0.0 2.61
408.00 0.00 309317 2.21 0.0 0.00 2.30 0.29 0.0 2.58
410.00 0.00 309007 2.21 0.0 0.00 2.30 0.26 0.0 2.56
412.00 0.00 308699 2.20 0.0 0.00 2.30 0.24 0.0 2.54
414.00 0.00 308395 2.20 0.0 0.00 2.29 0.22 0.0 2.52
416.00 0.00 308092 2.20 0.0 0.00 2.29 0.20 0.0 2.50
418.00 0.00 307793 2.20 0.0 0.00 2.29 0.19 0.0 2.48
420.00 0.00 307496 2.20 0.0 0.00 2.29 0.17 0.0 2.46
422.00 0.00 307201 2.19 0.0 0.00 2.29 0.15 0.0 2.44
424.00 0.00 306908 2.19 0.0 0.00 2.29 0.13 0.0 2.42
426.00 0.00 306617 2.19 0.0 0.00 2.29 0.12 0.0 2.41
428.00 0.00 306328 2.19 0.0 0.00 2.29 0.10 0.0 2.39
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932.00 0.00 241474 1.75 0.0 0.00 2.00 0.00 0.0 2.00
934.00 0.00 241234 1.75 0.0 0.00 2.00 0.00 0.0 2.00
936.00 0.00 240995 1.75 0.0 0.00 2.00 0.00 0.0 2.00
938.00 0.00 240755 1.75 0.0 0.00 1.99 0.00 0.0 1.99
940.00 0.00 240516 1.74 0.0 0.00 1.99 0.00 0.0 1.99
942.00 0.00 240277 1.74 0.0 0.00 1.99 0.00 0.0 1.99
944.00 0.00 240038 1.74 0.0 0.00 1.99 0.00 0.0 1.99
946.00 0.00 239799 1.74 0.0 0.00 1.99 0.00 0.0 1.99
948.00 0.00 239560 1.74 0.0 0.00 1.99 0.00 0.0 1.99
950.00 0.00 239321 1.74 0.0 0.00 1.99 0.00 0.0 1.99
952.00 0.00 239083 1.73 0.0 0.00 1.99 0.00 0.0 1.99
954.00 0.00 238845 1.73 0.0 0.00 1.99 0.00 0.0 1.99
956.00 0.00 238606 1.73 0.0 0.00 1.98 0.00 0.0 1.98
958.00 0.00 238368 1.73 0.0 0.00 1.98 0.00 0.0 1.98
960.00 0.00 238130 1.73 0.0 0.00 1.98 0.00 0.0 1.98
962.00 0.00 237893 1.73 0.0 0.00 1.98 0.00 0.0 1.98
964.00 0.00 237655 1.72 0.0 0.00 1.98 0.00 0.0 1.98
966.00 0.00 237417 1.72 0.0 0.00 1.98 0.00 0.0 1.98
968.00 0.00 237180 1.72 0.0 0.00 1.98 0.00 0.0 1.98
970.00 0.00 236943 1.72 0.0 0.00 1.98 0.00 0.0 1.98
972.00 0.00 236706 1.72 0.0 0.00 1.97 0.00 0.0 1.97
974.00 0.00 236469 1.72 0.0 0.00 1.97 0.00 0.0 1.97
976.00 0.00 236232 1.71 0.0 0.00 1.97 0.00 0.0 1.97
978.00 0.00 235995 1.71 0.0 0.00 1.97 0.00 0.0 1.97
980.00 0.00 235759 1.71 0.0 0.00 1.97 0.00 0.0 1.97
982.00 0.00 235522 1.71 0.0 0.00 1.97 0.00 0.0 1.97
984.00 0.00 235286 1.71 0.0 0.00 1.97 0.00 0.0 1.97
986.00 0.00 235050 1.71 0.0 0.00 1.97 0.00 0.0 1.97
988.00 0.00 234814 1.71 0.0 0.00 1.97 0.00 0.0 1.97
990.00 0.00 234578 1.70 0.0 0.00 1.96 0.00 0.0 1.96
992.00 0.00 234342 1.70 0.0 0.00 1.96 0.00 0.0 1.96
994.00 0.00 234107 1.70 0.0 0.00 1.96 0.00 0.0 1.96
996.00 0.00 233871 1.70 0.0 0.00 1.96 0.00 0.0 1.96
998.00 0.00 233636 1.70 0.0 0.00 1.96 0.00 0.0 1.96
1000.00 0.00 233401 1.70 0.0 0.00 1.96 0.00 0.0 1.96
1002.00 0.00 233166 1.69 0.0 0.00 1.96 0.00 0.0 1.96
1004.00 0.00 232931 1.69 0.0 0.00 1.96 0.00 0.0 1.96
1006.00 0.00 232696 1.69 0.0 0.00 1.96 0.00 0.0 1.96
1008.00 0.00 232461 1.69 0.0 0.00 1.95 0.00 0.0 1.95
1010.00 0.00 232227 1.69 0.0 0.00 1.95 0.00 0.0 1.95
1012.00 0.00 231993 1.69 0.0 0.00 1.95 0.00 0.0 1.95
1014.00 0.00 231758 1.68 0.0 0.00 1.95 0.00 0.0 1.95
1016.00 0.00 231524 1.68 0.0 0.00 1.95 0.00 0.0 1.95
1018.00 0.00 231290 1.68 0.0 0.00 1.95 0.00 0.0 1.95
1020.00 0.00 231057 1.68 0.0 0.00 1.95 0.00 0.0 1.95
1022.00 0.00 230823 1.68 0.0 0.00 1.95 0.00 0.0 1.95
1024.00 0.00 230590 1.68 0.0 0.00 1.94 0.00 0.0 1.94
1026.00 0.00 230356 1.67 0.0 0.00 1.94 0.00 0.0 1.94
1028.00 0.00 230123 1.67 0.0 0.00 1.94 0.00 0.0 1.94
1030.00 0.00 229890 1.67 0.0 0.00 1.94 0.00 0.0 1.94
1032.00 0.00 229657 1.67 0.0 0.00 1.94 0.00 0.0 1.94
1034.00 0.00 229424 1.67 0.0 0.00 1.94 0.00 0.0 1.94
1036.00 0.00 229191 1.67 0.0 0.00 1.94 0.00 0.0 1.94
1038.00 0.00 228959 1.67 0.0 0.00 1.94 0.00 0.0 1.94
1040.00 0.00 228726 1.66 0.0 0.00 1.94 0.00 0.0 1.94
1042.00 0.00 228494 1.66 0.0 0.00 1.93 0.00 0.0 1.93
1044.00 0.00 228262 1.66 0.0 0.00 1.93 0.00 0.0 1.93
1046.00 0.00 228030 1.66 0.0 0.00 1.93 0.00 0.0 1.93
1048.00 0.00 227798 1.66 0.0 0.00 1.93 0.00 0.0 1.93
1050.00 0.00 227567 1.66 0.0 0.00 1.93 0.00 0.0 1.93
1052.00 0.00 227335 1.65 0.0 0.00 1.93 0.00 0.0 1.93
1054.00 0.00 227104 1.65 0.0 0.00 1.93 0.00 0.0 1.93
1056.00 0.00 226872 1.65 0.0 0.00 1.93 0.00 0.0 1.93
1058.00 0.00 226641 1.65 0.0 0.00 1.93 0.00 0.0 1.93
printed:3/20/2023 3:08 PM Page 19 of 19

4D Site Solutions, Inc.
DESIGN REQUIREMENTS:
A. Pass the storm event
1894-Wet Pond#1 Pre-Development Runoff-100-yr
Drainage Area,(DA)= 95.59 acres
Intensity,(I)= 7.93 inches/hr
Composite Runoff Coefficient,(C)=> 0.30
Maximum Release Rate,(Qloo)=> 227.41 cfs
1894-Wet Pond#1 Post-Development Runoff-100-yr
Drainage Area,(DA)= 95.59 acres
Intensity,(I)= 9.97 inches/hr
Composite Runoff Coefficient,(C)=> 0.56
Peak Release Rate,(Qloo)=> 533.70 cfs
Detention Pond Stage-Storage Function
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage(S) (Z)
(ft) (sf) (cf) (cf) (ft) In(S) In(Z) Z est
125.5 133,069 - - -
126.0 137,469 67,635 67,635 0.50 11.12 -0.69 0.53
127.0 141,929 139,699 207,334 1.50 12.24 0.41 1.52
128.0 146,445 144,187 351,521 2.50 12.77 0.92 2.49
129.0 151,018 148,732 500,252 3.50 13.12 1.25 3.47
130.0 155,647 153,333 653,585 4.50 13.39 1.50 4.46
131.0 160,333 157,990 811,575 5.50 13.61 1.70 5.47
132.0 165,074 162,704 974,278 6.50 13.79 1.87 6.49
133.0 169,871 167,473 1,141,751 7.50 13.95 2.01 7.54
134.0 174,725 172,298 1,314,049 8.50 14.09 2.14 8.60
Regression Output:
b= 1.06 (X Variable Coeff)
Ks= 133,058 (eY-b`te`Cept)
Stage-Storage Equation is of the form:S=(Ks)(Z)b
printed: 3/20/2023 3:08 PM Page 1 of 20

4D Site Solutions, Inc.
Primary Spillway
Barrel
Number of Barrels= 2
Dia.of Barrel= 54 inches
Area of Barrel,(Ab)= 15.91 sf
Pipe Length,(L)= 66 feet
Friction Coeff.,(Kp)= 0.00359
Inv.of Barrel= 125.50 feet
Riser
Elev.of Riser Crest= 130.50 feet
Rectangular
Length Weir= 192 inches Width Weir= 48 inches
Total Weir Length= 40.00 feet
Area of Riser= 64.00 sq.ft.
Orifice in Riser
Dia.of Orifice= 8.00 inches
Number of Orifices= 1
Area of Orifice,(Ab)= 0.35 sf
Orifice Coefficient(Cd)= 0.60
Inv.of Orifice= 125.50 feet
Length of weir 11.40 feet
Top of weir= 127.67 feet
Weir Coefficient(Cw)= 3.00
Emergency Spillway
Width of Spillway(Approx.)= 30 feet
Weir Coefficient= 3.3
Crest Elevation= 133.00 feet
Summary of Results
Maximum Release Rate,(Qloo)= 227.41 cfs
Release Rate,(Qioo)= 433.02 cfs
Normal Water Surface Elev.= 125.50 feet
Water Surface Elev.@ Outlet(Q100)= 131.64 feet
printed: 3/20/2023 3'08 PM Page 2 of 20

4D Site Solutions, Inc.
Inflow Hydrograph-100-yr
Peak Inflow,(Qp)=> 533.70 cfs
Time to Peak Calculation: CN= 84 P= 8.34 in. S= 1.90 in.
Q*= 6.42 in. (depth of runoff)
Vol= 2,228,418 cf (vol.of runoff)
Time to Peak,(Tp)=> 50.1 minutes
(SCS TR-55)
0/OP t Q
min (cfs)
0.00 0.000 0 0.00
0.04 0.004 2 2.10
0.08 0.016 4 8.36
0.12 0.035 6 18.69
0.16 0.062 8 32.92
0.20 0.095 10 50.84
0.24 0.135 12 72.15
0.28 0.181 14 96.52
0.32 0.232 16 123.57
0.36 0.286 18 152.88
0.40 0.345 20 183.97
0.44 0.405 22 216.38
0.48 0.468 24 249.57
0.52 0.530 26 283.04
0.56 0.593 28 316.25
0.60 0.653 30 348.69
0.64 0.712 32 379.84
0.68 0.767 34 409.21
0.72 0.818 36 436.34
0.76 0.863 38 460.81
0.80 0.904 40 482.22
0.84 0.937 42 500.25
0.88 0.964 44 514.61
0.92 0.984 46 525.06
0.96 0.996 48 531.46
printed: 3/20/2023 3'08 PM Page 3 of 20

4D Site Solutions, Inc.
1.00 1.000 50 533.70
1.04 0.996 52 531.73
1.08 0.985 54 525.60
1.12 0.966 56 515.40
1.16 0.939 58 501.30
1.20 0.906 60 483.50
1.24 0.866 62 462.29
1.28 0.824 64 439.60
1.32 0.782 66 417.35
1.36 0.742 68 396.23
1.40 0.705 70 376.18
1.44 0.669 72 357.14
1.48 0.635 74 339.07
1.52 0.603 76 321.91
1.56 0.573 78 305.62
1.60 0.544 80 290.15
1.64 0.516 82 275.47
1.68 0.490 84 261.53
1.72 0.465 86 248.29
1.76 0.442 88 235.73
1.80 0.419 90 223.80
1.84 0.398 92 212.47
1.88 0.378 94 201.72
1.92 0.359 96 191.51
1.96 0.341 98 181.82
2.00 0.323 100 172.62
2.04 0.307 102 163.88
2.08 0.292 104 155.59
2.12 0.277 106 147.72
2.16 0.263 108 140.24
2.20 0.249 110 133.14
2.24 0.237 112 126.40
2.28 0.225 114 120.01
2.32 0.213 116 113.93
2.36 0.203 118 108.17
2.40 0.192 120 102.69
2.44 0.183 122 97.50
2.48 0.173 124 92.56
2.52 0.165 126 87.88
2.56 0.156 128 83.43
2.60 0.148 130 79.21
2.64 0.141 132 75.20
2.68 0.134 134 71.40
2.72 0.127 136 67.78
2.76 0.121 138 64.35
2.80 0.114 140 61.10
2.84 0.109 142 58.00
2.88 0.103 144 55.07
2.92 0.098 146 52.28
2.96 0.093 148 49.64
3.00 0.088 150 47.12
3.04 0.084 152 44.74
3.08 0.080 154 42.47
3.12 0.076 156 40.33
3.16 0.072 158 38.28
3.20 0.068 160 36.35
3.24 0.065 162 34.51
3.28 0.061 164 32.76
3.32 0.058 166 31.10
3.36 0.055 168 29.53
3.40 0.053 170 28.03
3.44 0.050 172 26.62
3.48 0.047 174 25.27
3.52 0.045 176 23.99
3.56 0.043 178 22.78
3.60 0.041 180 21.62
printed 3/20/2023 3:08 PM Page 4 of 20

4D Site Solutions, Inc.
3.64 0.038 182 20.53
3.68 0.037 184 19.49
3.72 0.035 186 18.50
3.76 0.033 188 17.57
3.80 0.031 190 16.68
3.84 0.030 192 15.83
3.87 0.028 194 15.03
3.91 0.027 196 14.27
3.95 0.025 198 13.55
3.99 0.024 200 12.86
4.03 0.023 202 12.21
4.07 0.022 204 11.60
4.11 0.021 206 11.01
4.15 0.020 208 10.45
4.19 0.019 210 9.92
4.23 0.018 212 9.42
4.27 0.017 214 8.94
4.31 0.016 216 8.49
4.35 0.015 218 8.06
4.39 0.014 220 7.65
4.43 0.014 222 7.27
4.47 0.013 224 6.90
4.51 0.012 226 6.55
4.55 0.012 228 6.22
4.59 0.011 230 5.90
4.63 0.011 232 5.60
4.67 0.010 234 5.32
4.71 0.009 236 5.05
4.75 0.009 238 4.80
4.79 0.009 240 4.55
4.83 0.008 242 4.32
4.87 0.008 244 4.10
4.91 0.007 246 3.90
4.95 0.007 248 3.70
4.99 0.007 250 3.51
5.03 0.006 252 3.33
5.07 0.006 254 3.17
5.11 0.006 256 3.01
5.15 0.005 258 2.85
5.19 0.005 260 2.71
5.23 0.005 262 2.57
5.27 0.005 264 2.44
5.31 0.004 266 2.32
5.35 0.004 268 2.20
5.39 0.004 270 2.09
5.43 0.004 272 1.98
5.47 0.004 274 1.88
5.51 0.003 276 1.79
5.55 0.003 278 1.70
5.59 0.003 280 1.61
printed 3/20/2023 3:08 PM Page 5 of 20

4D Site Solutions, Inc.
5.63 0.003 282 1.53
5.67 0.003 284 1.45
5.71 0.003 286 1.38
5.75 0.002 288 1.31
5.79 0.002 290 1.24
5.83 0.002 292 1.18
5.87 0.002 294 1.12
5.91 0.002 296 1.06
5.95 0.002 298 1.01
5.99 0.002 300 0.96
6.03 0.002 302 0.91
6.07 0.002 304 0.86
6.11 0.002 306 0.82
6.15 0.001 308 0.78
6.19 0.001 310 0.74
6.23 0.001 312 0.70
6.27 0.001 314 0.67
6.31 0.001 316 0.63
6.35 0.001 318 0.60
6.39 0.001 320 0.57
6.43 0.001 322 0.54
6.47 0.001 324 0.51
6.51 0.001 326 0.49
6.55 0.001 328 0.46
6.59 0.001 330 0.44
6.63 0.001 332 0.42
6.67 0.001 334 0.40
6.71 0.001 336 0.38
6.75 0.001 338 0.36
6.79 0.001 340 0.34
6.83 0.001 342 0.32
6.87 0.001 344 0.31
6.91 0.001 346 0.29
6.95 0.001 348 0.28
6.99 0.000 350 0.26
7.03 0.000 352 0.25
7.07 0.000 354 0.24
7.11 0.000 356 0.22
7.15 0.000 358 0.21
7.19 0.000 360 0.20
7.23 0.000 362 0.19
7.27 0.000 364 0.18
7.31 0.000 366 0.17
7.35 0.000 368 0.16
7.39 0.000 370 0.16
7.43 0.000 372 0.15
7.47 0.000 374 0.14
7.51 0.000 376 0.13
7.55 0.000 378 0.13
7.59 0.000 380 0.12
7.63 0.000 382 0.11
7.67 0.000 384 0.11
7.71 0.000 386 0.10
7.75 0.000 388 0.10
7.79 0.000 390 0.09
7.83 0.000 392 0.09
7.87 0.000 394 0.08
7.91 0.000 396 0.08
7.95 0.000 398 0.08
7.99 0.000 400 0.07
8.03 0.000 402 0.07
8.07 0.000 404 0.06
8.11 0.000 406 0.06
8.15 0.000 408 0.06
8.19 0.000 410 0.06
8.23 0.000 412 0.05
printed 3/20/2023 3:08 PM Page 6 of 20

4D Site Solutions, Inc.
8.27 0.000 414 0.05
8.31 0.000 416 0.05
8.35 0.000 418 0.04
8.39 0.000 420 0.04
8.43 0.000 422 0.04
8.47 0.000 424 0.04
8.51 0.000 426 0.04
8.55 0.000 428 0.03
8.59 0.000 430 0.03
8.63 0.000 432 0.03
8.67 0.000 434 0.03
8.71 0.000 436 0.03
8.75 0.000 438 0.03
8.79 0.000 440 0.03
8.83 0.000 442 0.02
8.87 0.000 444 0.02
8.91 0.000 446 0.02
8.95 0.000 448 0.02
8.99 0.000 450 0.02
9.03 0.000 452 0.02
9.07 0.000 454 0.02
9.11 0.000 456 0.02
9.15 0.000 458 0.02
9.19 0.000 460 0.02
9.23 0.000 462 0.01
9.27 0.000 464 0.01
9.31 0.000 466 0.01
9.35 0.000 468 0.01
9.39 0.000 470 0.01
9.43 0.000 472 0.01
9.47 0.000 474 0.01
9.51 0.000 476 0.01
9.55 0.000 478 0.01
9.59 0.000 480 0.01
9.63 0.000 482 0.01
9.67 0.000 484 0.01
9.71 0.000 486 0.01
9.75 0.000 488 0.01
9.79 0.000 490 0.01
9.83 0.000 492 0.01
9.87 0.000 494 0.01
9.91 0.000 496 0.01
9.95 0.000 498 0.01
9.99 0.000 500 0.01
10.03 0.000 502 0.01
10.07 0.000 504 0.00
10.11 0.000 506 0.00
10.15 0.000 508 0.00
10.19 0.000 510 0.00
10.23 0.000 512 0.00
10.27 0.000 514 0.00
10.31 0.000 516 0.00
10.35 0.000 518 0.00
10.39 0.000 520 0.00
10.43 0.000 522 0.00
10.47 0.000 524 0.00
10.51 0.000 526 0.00
10.55 0.000 528 0.00
10.59 0.000 530 0.00
10.63 0.000 532 0.00
10.67 0.000 534 0.00
10.71 0.000 536 0.00
10.75 0.000 538 0.00
10.79 0.000 540 0.00
10.83 0.000 542 0.00
10.87 0.000 544 0.00
printed 3/20/2023 3:08 PM Page 7 of 20

4D Site Solutions, Inc.
10.91 0.000 546 0.00
10.95 0.000 548 0.00
10.99 0.000 550 0.00
11.03 0.000 552 0.00
11.07 0.000 554 0.00
11.11 0.000 556 0.00
11.15 0.000 558 0.00
11.19 0.000 560 0.00
11.23 0.000 562 0.00
11.27 0.000 564 0.00
11.31 0.000 566 0.00
11.35 0.000 568 0.00
11.39 0.000 570 0.00
11.43 0.000 572 0.00
11.47 0.000 574 0.00
11.51 0.000 576 0.00
11.54 0.000 578 0.00
11.58 0.000 580 0.00
11.62 0.000 582 0.00
11.66 0.000 584 0.00
11.70 0.000 586 0.00
11.74 0.000 588 0.00
11.78 0.000 590 0.00
11.82 0.000 592 0.00
11.86 0.000 594 0.00
11.90 0.000 596 0.00
11.94 0.000 598 0.00
11.98 0.000 600 0.00
12.02 0.000 602 0.00
12.06 0.000 604 0.00
12.10 0.000 606 0.00
12.14 0.000 608 0.00
12.18 0.000 610 0.00
12.22 0.000 612 0.00
12.26 0.000 614 0.00
12.30 0.000 616 0.00
12.34 0.000 618 0.00
12.38 0.000 620 0.00
12.42 0.000 622 0.00
12.46 0.000 624 0.00
12.50 0.000 626 0.00
12.54 0.000 628 0.00
12.58 0.000 630 0.00
12.62 0.000 632 0.00
12.66 0.000 634 0.00
12.70 0.000 636 0.00
12.74 0.000 638 0.00
12.78 0.000 640 0.00
12.82 0.000 642 0.00
12.86 0.000 644 0.00
12.90 0.000 646 0.00
12.94 0.000 648 0.00
12.98 0.000 650 0.00
13.02 0.000 652 0.00
13.06 0.000 654 0.00
13.10 0.000 656 0.00
13.14 0.000 658 0.00
13.18 0.000 660 0.00
13.22 0.000 662 0.00
13.26 0.000 664 0.00
13.30 0.000 666 0.00
13.34 0.000 668 0.00
13.38 0.000 670 0.00
13.42 0.000 672 0.00
13.46 0.000 674 0.00
13.50 0.000 676 0.00
printed 3/20/2023 3:08 PM Page 8 of 20

4D Site Solutions, Inc.
13.54 0.000 678 0.00
13.58 0.000 680 0.00
13.62 0.000 682 0.00
13.66 0.000 684 0.00
13.70 0.000 686 0.00
13.74 0.000 688 0.00
13.78 0.000 690 0.00
13.82 0.000 692 0.00
13.86 0.000 694 0.00
13.90 0.000 696 0.00
13.94 0.000 698 0.00
13.98 0.000 700 0.00
14.02 0.000 702 0.00
14.06 0.000 704 0.00
14.10 0.000 706 0.00
14.14 0.000 708 0.00
14.18 0.000 710 0.00
14.22 0.000 712 0.00
14.26 0.000 714 0.00
14.30 0.000 716 0.00
14.34 0.000 718 0.00
14.38 0.000 720 0.00
14.42 0.000 722 0.00
14.46 0.000 724 0.00
14.50 0.000 726 0.00
14.54 0.000 728 0.00
14.58 0.000 730 0.00
14.62 0.000 732 0.00
14.66 0.000 734 0.00
14.70 0.000 736 0.00
14.74 0.000 738 0.00
14.78 0.000 740 0.00
14.82 0.000 742 0.00
14.86 0.000 744 0.00
14.90 0.000 746 0.00
14.94 0.000 748 0.00
14.98 0.000 750 0.00
15.02 0.000 752 0.00
15.06 0.000 754 0.00
15.10 0.000 756 0.00
15.14 0.000 758 0.00
15.18 0.000 760 0.00
15.22 0.000 762 0.00
15.26 0.000 764 0.00
15.30 0.000 766 0.00
15.34 0.000 768 0.00
15.38 0.000 770 0.00
15.42 0.000 772 0.00
15.46 0.000 774 0.00
15.50 0.000 776 0.00
15.54 0.000 778 0.00
15.58 0.000 780 0.00
15.62 0.000 782 0.00
15.66 0.000 784 0.00
15.70 0.000 786 0.00
15.74 0.000 788 0.00
15.78 0.000 790 0.00
15.82 0.000 792 0.00
15.86 0.000 794 0.00
15.90 0.000 796 0.00
15.94 0.000 798 0.00
15.98 0.000 800 0.00
16.02 0.000 802 0.00
16.06 0.000 804 0.00
16.10 0.000 806 0.00
16.14 0.000 808 0.00
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4D Site Solutions, Inc.
16.18 0.000 810 0.00
16.22 0.000 812 0.00
16.26 0.000 814 0.00
16.30 0.000 816 0.00
16.34 0.000 818 0.00
16.38 0.000 820 0.00
16.42 0.000 822 0.00
16.46 0.000 824 0.00
16.50 0.000 826 0.00
16.54 0.000 828 0.00
16.58 0.000 830 0.00
16.62 0.000 832 0.00
16.66 0.000 834 0.00
16.70 0.000 836 0.00
16.74 0.000 838 0.00
16.78 0.000 840 0.00
16.82 0.000 842 0.00
16.86 0.000 844 0.00
16.90 0.000 846 0.00
16.94 0.000 848 0.00
16.98 0.000 850 0.00
17.02 0.000 852 0.00
17.06 0.000 854 0.00
17.10 0.000 856 0.00
17.14 0.000 858 0.00
17.18 0.000 860 0.00
17.22 0.000 862 0.00
17.26 0.000 864 0.00
17.30 0.000 866 0.00
17.34 0.000 868 0.00
17.38 0.000 870 0.00
17.42 0.000 872 0.00
17.46 0.000 874 0.00
17.50 0.000 876 0.00
17.54 0.000 878 0.00
17.58 0.000 880 0.00
17.62 0.000 882 0.00
17.66 0.000 884 0.00
17.70 0.000 886 0.00
17.74 0.000 888 0.00
17.78 0.000 890 0.00
17.82 0.000 892 0.00
17.86 0.000 894 0.00
17.90 0.000 896 0.00
17.94 0.000 898 0.00
17.98 0.000 900 0.00
18.02 0.000 902 0.00
18.06 0.000 904 0.00
18.10 0.000 906 0.00
18.14 0.000 908 0.00
18.18 0.000 910 0.00
18.22 0.000 912 0.00
18.26 0.000 914 0.00
18.30 0.000 916 0.00
18.34 0.000 918 0.00
18.38 0.000 920 0.00
18.42 0.000 922 0.00
18.46 0.000 924 0.00
18.50 0.000 926 0.00
18.54 0.000 928 0.00
18.58 0.000 930 0.00
18.62 0.000 932 0.00
18.66 0.000 934 0.00
18.70 0.000 936 0.00
18.74 0.000 938 0.00
18.78 0.000 940 0.00
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4D Site Solutions, Inc.
18.82 0.000 942 0.00
18.86 0.000 944 0.00
18.90 0.000 946 0.00
18.94 0.000 948 0.00
18.98 0.000 950 0.00
19.02 0.000 952 0.00
19.06 0.000 954 0.00
19.10 0.000 956 0.00
19.14 0.000 958 0.00
19.18 0.000 960 0.00
19.21 0.000 962 0.00
19.25 0.000 964 0.00
19.29 0.000 966 0.00
19.33 0.000 968 0.00
19.37 0.000 970 0.00
19.41 0.000 972 0.00
19.45 0.000 974 0.00
19.49 0.000 976 0.00
19.53 0.000 978 0.00
19.57 0.000 980 0.00
19.61 0.000 982 0.00
19.65 0.000 984 0.00
19.69 0.000 986 0.00
19.73 0.000 988 0.00
19.77 0.000 990 0.00
19.81 0.000 992 0.00
19.85 0.000 994 0.00
19.89 0.000 996 0.00
19.93 0.000 998 0.00
19.97 0.000 1000 0.00
20.01 0.000 1002 0.00
20.05 0.000 1004 0.00
20.09 0.000 1006 0.00
20.13 0.000 1008 0.00
20.17 0.000 1010 0.00
20.21 0.000 1012 0.00
20.25 0.000 1014 0.00
20.29 0.000 1016 0.00
20.33 0.000 1018 0.00
20.37 0.000 1020 0.00
20.41 0.000 1022 0.00
20.45 0.000 1024 0.00
20.49 0.000 1026 0.00
20.53 0.000 1028 0.00
20.57 0.000 1030 0.00
20.61 0.000 1032 0.00
20.65 0.000 1034 0.00
20.69 0.000 1036 0.00
20.73 0.000 1038 0.00
20.77 0.000 1040 0.00
20.81 0.000 1042 0.00
20.85 0.000 1044 0.00
20.89 0.000 1046 0.00
20.93 0.000 1048 0.00
20.97 0.000 1050 0.00
21.01 0.000 1052 0.00
21.05 0.000 1054 0.00
21.09 0.000 1056 0.00
21.13 0.000 1058 0.00
printed 3/20/2023 3:08 PM Page 11 of 20

4D Site Solutions, Inc.
Storm Routing Table-100-yr
WEIR ORIFICE 1st 2nd EMERGENCY TOTAL
TIME INFLOW STORAGE STAGE RISER RISER ORIFICE NOTCH SPILLWAY OUTFLOW
it (cfs) (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 2.10 0 0.00 0.0 0.00 0.00 0.00 0.0 0.00
4.00 8.36 252 0.00 0.0 0.00 0.00 0.00 0.0 0.00
6.00 18.69 1255 0.01 0.0 0.00 0.00 0.00 0.0 0.00
8.00 32.92 3498 0.03 0.0 0.00 0.01 0.00 0.0 0.01
10.00 50.84 7447 0.07 0.0 0.00 0.03 0.00 0.0 0.03
12.00 72.15 13544 0.12 0.0 0.00 0.07 0.00 0.0 0.07
14.00 96.52 22193 0.19 0.0 0.00 0.14 0.00 0.0 0.14
16.00 123.57 33758 0.28 0.0 0.00 0.26 0.00 0.0 0.26
18.00 152.88 48555 0.39 0.0 0.00 0.43 0.00 0.0 0.43
20.00 183.97 66849 0.52 0.0 0.00 0.68 0.00 0.0 0.68
22.00 216.38 88845 0.68 0.0 0.00 0.99 0.00 0.0 0.99
24.00 249.57 114690 0.87 0.0 0.00 1.23 0.00 0.0 1.23
26.00 283.04 144492 1.08 0.0 0.00 1.45 0.00 0.0 1.45
28.00 316.25 178282 1.32 0.0 0.00 1.66 0.00 0.0 1.66
30.00 348.69 216033 1.58 0.0 0.00 1.87 0.00 0.0 1.87
32.00 379.84 257651 1.86 0.0 0.00 2.07 0.00 0.0 2.07
34.00 409.21 302983 2.17 0.0 0.00 2.27 0.00 0.0 2.27
36.00 436.34 351815 2.49 0.0 0.00 2.47 0.00 0.0 2.47
38.00 460.81 403880 2.84 0.0 0.00 2.66 6.28 0.0 8.94
40.00 482.22 458104 3.20 0.0 0.00 2.84 18.69 0.0 21.53
42.00 500.25 513388 3.56 0.0 0.00 3.01 35.49 0.0 38.50
44.00 514.61 568797 3.92 0.0 0.00 3.18 55.81 0.0 58.98
46.00 525.06 623472 4.27 0.0 0.00 3.33 78.87 0.0 82.20
48.00 531.46 676616 4.61 0.0 0.00 3.47 103.94 0.0 107.41
50.00 533.70 727502 4.93 0.0 0.00 3.60 130.28 0.0 133.88
52.00 531.73 775480 5.24 15.4 150.72 3.72 157.16 0.0 176.32
54.00 525.60 818130 5.51 48.0 219.96 3.82 183.89 0.0 235.72
56.00 515.40 852916 5.73 82.2 263.17 3.90 208.71 0.0 294.83
58.00 501.30 879386 5.90 112.0 291.73 3.96 229.66 0.0 345.61
60.00 483.50 898068 6.01 134.8 310.28 4.00 246.00 0.0 384.75
62.00 462.29 909918 6.09 149.9 321.49 4.03 257.74 0.0 411.64
64.00 439.60 915997 6.13 157.8 327.08 4.04 265.27 0.0 427.15
66.00 417.35 917491 6.14 159.8 328.44 4.04 269.16 0.0 433.02
68.00 396.23 915612 6.12 157.3 326.73 4.04 270.12 0.0 431.49
70.00 376.18 911381 6.10 151.8 322.84 4.03 268.91 0.0 424.72
72.00 357.14 905556 6.06 144.2 317.41 4.02 266.20 0.0 414.47
74.00 339.07 898678 6.02 135.5 310.87 4.00 262.49 0.0 402.00
76.00 321.91 891125 5.97 126.1 303.52 3.98 258.12 0.0 388.24
78.00 305.62 883166 5.92 116.5 295.58 3.97 253.35 0.0 373.81
80.00 290.15 874983 5.87 106.8 287.18 3.95 248.36 0.0 359.14
82.00 275.47 866704 5.82 97.4 278.42 3.93 243.26 0.0 344.54
84.00 261.53 858416 5.76 88.2 269.36 3.91 238.12 0.0 330.19
86.00 248.29 850177 5.71 79.3 260.03 3.89 233.02 0.0 316.22
88.00 235.73 842025 5.66 70.9 250.46 3.87 227.98 0.0 302.72
90.00 223.80 833986 5.61 62.9 240.63 3.85 223.03 0.0 289.74
92.00 212.47 826073 5.56 55.3 230.55 3.84 218.18 0.0 277.30
94.00 201.72 818294 5.51 48.2 220.18 3.82 213.44 0.0 265.41
96.00 191.51 810651 5.46 41.5 209.49 3.80 208.81 0.0 254.08
98.00 181.82 803143 5.41 35.2 198.43 3.78 204.29 0.0 243.31
100.00 172.62 795763 5.37 29.5 186.90 3.77 199.88 0.0 233.10
102.00 163.88 788506 5.32 24.1 174.82 3.75 195.58 0.0 223.43
104.00 155.59 781361 5.28 19.2 162.05 3.73 191.37 0.0 214.30
106.00 147.72 774316 5.23 14.7 148.37 3.71 187.26 0.0 205.70
108.00 140.24 767357 5.19 10.7 133.48 3.70 183.23 0.0 197.65
110.00 133.14 760468 5.14 7.2 116.88 3.68 179.28 0.0 190.16
112.00 126.40 753626 5.10 4.2 97.62 3.66 175.39 0.0 183.25
114.00 120.01 746804 5.06 1.8 73.55 3.65 171.56 0.0 177.00
116.00 113.93 739965 5.01 0.2 35.74 3.63 167.76 0.0 171.60
118.00 108.17 733046 4.97 0.0 0.00 3.61 163.98 0.0 167.59
120.00 102.69 725915 4.92 0.0 0.00 3.60 160.18 0.0 163.78
printed 3/20/2023 3:08 PM Page 12 of 20

4D Site Solutions, Inc.
122.00 97.50 718584 4.88 0.0 0.00 3.58 156.30 0.0 159.88
124.00 92.56 711099 4.83 0.0 0.00 3.56 152.34 0.0 155.90
126.00 87.88 703499 4.78 0.0 0.00 3.54 148.33 0.0 151.87
128.00 83.43 695820 4.73 0.0 0.00 3.52 144.29 0.0 147.81
130.00 79.21 688095 4.68 0.0 0.00 3.50 140.24 0.0 143.74
132.00 75.20 680352 4.63 0.0 0.00 3.48 136.21 0.0 139.69
134.00 71.40 672614 4.58 0.0 0.00 3.46 132.20 0.0 135.66
136.00 67.78 664902 4.53 0.0 0.00 3.44 128.23 0.0 131.67
138.00 64.35 657236 4.48 0.0 0.00 3.42 124.31 0.0 127.73
140.00 61.10 649630 4.44 0.0 0.00 3.40 120.46 0.0 123.86
142.00 58.00 642098 4.39 0.0 0.00 3.38 116.67 0.0 120.05
144.00 55.07 634653 4.34 0.0 0.00 3.36 112.96 0.0 116.32
146.00 52.28 627303 4.29 0.0 0.00 3.34 109.32 0.0 112.66
148.00 49.64 620057 4.25 0.0 0.00 3.32 105.77 0.0 109.09
150.00 47.12 612922 4.20 0.0 0.00 3.30 102.31 0.0 105.61
152.00 44.74 605903 4.16 0.0 0.00 3.28 98.93 0.0 102.21
154.00 42.47 599006 4.11 0.0 0.00 3.26 95.65 0.0 98.91
156.00 40.33 592234 4.07 0.0 0.00 3.24 92.45 0.0 95.70
158.00 38.28 585590 4.02 0.0 0.00 3.22 89.35 0.0 92.57
160.00 36.35 579075 3.98 0.0 0.00 3.21 86.34 0.0 89.54
162.00 34.51 572691 3.94 0.0 0.00 3.19 83.41 0.0 86.60
164.00 32.76 566440 3.90 0.0 0.00 3.17 80.58 0.0 83.75
166.00 31.10 560321 3.86 0.0 0.00 3.15 77.84 0.0 80.99
168.00 29.53 554335 3.82 0.0 0.00 3.13 75.18 0.0 78.32
170.00 28.03 548481 3.78 0.0 0.00 3.12 72.61 0.0 75.73
172.00 26.62 542757 3.75 0.0 0.00 3.10 70.12 0.0 73.22
174.00 25.27 537165 3.71 0.0 0.00 3.08 67.72 0.0 70.80
176.00 23.99 531701 3.68 0.0 0.00 3.07 65.39 0.0 68.46
178.00 22.78 526364 3.64 0.0 0.00 3.05 63.15 0.0 66.20
180.00 21.62 521153 3.61 0.0 0.00 3.04 60.98 0.0 64.02
182.00 20.53 516066 3.57 0.0 0.00 3.02 58.89 0.0 61.91
184.00 19.49 511101 3.54 0.0 0.00 3.01 56.86 0.0 59.87
186.00 18.50 506255 3.51 0.0 0.00 2.99 54.91 0.0 57.90
188.00 17.57 501528 3.48 0.0 0.00 2.98 53.03 0.0 56.00
190.00 16.68 496916 3.45 0.0 0.00 2.96 51.21 0.0 54.17
192.00 15.83 492417 3.42 0.0 0.00 2.95 49.45 0.0 52.40
194.00 15.03 488029 3.39 0.0 0.00 2.93 47.76 0.0 50.69
196.00 14.27 483750 3.36 0.0 0.00 2.92 46.13 0.0 49.05
198.00 13.55 479576 3.34 0.0 0.00 2.91 44.55 0.0 47.46
200.00 12.86 475507 3.31 0.0 0.00 2.89 43.03 0.0 45.93
202.00 12.21 471539 3.28 0.0 0.00 2.88 41.57 0.0 44.45
204.00 11.60 467671 3.26 0.0 0.00 2.87 40.16 0.0 43.03
206.00 11.01 463899 3.23 0.0 0.00 2.86 38.80 0.0 41.65
208.00 10.45 460222 3.21 0.0 0.00 2.85 37.48 0.0 40.33
210.00 9.92 456637 3.19 0.0 0.00 2.83 36.21 0.0 39.05
212.00 9.42 453141 3.16 0.0 0.00 2.82 34.99 0.0 37.82
214.00 8.94 449734 3.14 0.0 0.00 2.81 33.82 0.0 36.63
216.00 8.49 446412 3.12 0.0 0.00 2.80 32.68 0.0 35.48
218.00 8.06 443173 3.10 0.0 0.00 2.79 31.58 0.0 34.37
220.00 7.65 440016 3.08 0.0 0.00 2.78 30.53 0.0 33.31
222.00 7.27 436937 3.06 0.0 0.00 2.77 29.51 0.0 32.28
224.00 6.90 433935 3.04 0.0 0.00 2.76 28.53 0.0 31.29
226.00 6.55 431009 3.02 0.0 0.00 2.75 27.58 0.0 30.33
228.00 6.22 428155 3.00 0.0 0.00 2.74 26.67 0.0 29.41
230.00 5.90 425373 2.98 0.0 0.00 2.73 25.79 0.0 28.52
232.00 5.60 422659 2.96 0.0 0.00 2.72 24.93 0.0 27.66
234.00 5.32 420013 2.94 0.0 0.00 2.71 24.11 0.0 26.83
236.00 5.05 417432 2.93 0.0 0.00 2.70 23.32 0.0 26.03
238.00 4.80 414915 2.91 0.0 0.00 2.69 22.56 0.0 25.25
240.00 4.55 412460 2.89 0.0 0.00 2.69 21.82 0.0 24.51
242.00 4.32 410066 2.88 0.0 0.00 2.68 21.11 0.0 23.79
244.00 4.10 407730 2.86 0.0 0.00 2.67 20.43 0.0 23.10
246.00 3.90 405451 2.85 0.0 0.00 2.66 19.76 0.0 22.42
248.00 3.70 403227 2.83 0.0 0.00 2.65 19.12 0.0 21.78
250.00 3.51 401058 2.82 0.0 0.00 2.65 18.51 0.0 21.15
252.00 3.33 398941 2.81 0.0 0.00 2.64 17.91 0.0 20.55
printed 3/20/2023 3:08 PM Page 13 of 20

4D Site Solutions, Inc.
254.00 3.17 396875 2.79 0.0 0.00 2.63 17.34 0.0 19.97
256.00 3.01 394859 2.78 0.0 0.00 2.62 16.78 0.0 19.40
258.00 2.85 392891 2.77 0.0 0.00 2.62 16.24 0.0 18.86
260.00 2.71 390970 2.75 0.0 0.00 2.61 15.73 0.0 18.34
262.00 2.57 389095 2.74 0.0 0.00 2.60 15.23 0.0 17.83
264.00 2.44 387264 2.73 0.0 0.00 2.60 14.74 0.0 17.34
266.00 2.32 385476 2.72 0.0 0.00 2.59 14.28 0.0 16.87
268.00 2.20 383730 2.71 0.0 0.00 2.58 13.82 0.0 16.41
270.00 2.09 382025 2.69 0.0 0.00 2.58 13.39 0.0 15.97
272.00 1.98 380360 2.68 0.0 0.00 2.57 12.97 0.0 15.54
274.00 1.88 378734 2.67 0.0 0.00 2.57 12.56 0.0 15.12
276.00 1.79 377145 2.66 0.0 0.00 2.56 12.16 0.0 14.72
278.00 1.70 375592 2.65 0.0 0.00 2.55 11.78 0.0 14.34
280.00 1.61 374075 2.64 0.0 0.00 2.55 11.42 0.0 13.96
282.00 1.53 372593 2.63 0.0 0.00 2.54 11.06 0.0 13.60
284.00 1.45 371144 2.62 0.0 0.00 2.54 10.71 0.0 13.25
286.00 1.38 369728 2.61 0.0 0.00 2.53 10.38 0.0 12.91
288.00 1.31 368344 2.60 0.0 0.00 2.53 10.06 0.0 12.59
290.00 1.24 366990 2.59 0.0 0.00 2.52 9.75 0.0 12.27
292.00 1.18 365667 2.59 0.0 0.00 2.52 9.45 0.0 11.96
294.00 1.12 364373 2.58 0.0 0.00 2.51 9.15 0.0 11.67
296.00 1.06 363108 2.57 0.0 0.00 2.51 8.87 0.0 11.38
298.00 1.01 361870 2.56 0.0 0.00 2.50 8.60 0.0 11.10
300.00 0.96 360659 2.55 0.0 0.00 2.50 8.33 0.0 10.83
302.00 0.91 359474 2.54 0.0 0.00 2.50 8.08 0.0 10.57
304.00 0.86 358315 2.54 0.0 0.00 2.49 7.83 0.0 10.32
306.00 0.82 357180 2.53 0.0 0.00 2.49 7.59 0.0 10.07
308.00 0.78 356070 2.52 0.0 0.00 2.48 7.35 0.0 9.84
310.00 0.74 354983 2.51 0.0 0.00 2.48 7.13 0.0 9.61
312.00 0.70 353920 2.51 0.0 0.00 2.47 6.91 0.0 9.38
314.00 0.67 352878 2.50 0.0 0.00 2.47 6.70 0.0 9.17
316.00 0.63 351858 2.49 0.0 0.00 2.47 6.49 0.0 8.96
318.00 0.60 350859 2.49 0.0 0.00 2.46 6.29 0.0 8.75
320.00 0.57 349881 2.48 0.0 0.00 2.46 6.10 0.0 8.56
322.00 0.54 348922 2.47 0.0 0.00 2.46 5.91 0.0 8.37
324.00 0.51 347983 2.47 0.0 0.00 2.45 5.73 0.0 8.18
326.00 0.49 347063 2.46 0.0 0.00 2.45 5.55 0.0 8.00
328.00 0.46 346161 2.46 0.0 0.00 2.44 5.38 0.0 7.83
330.00 0.44 345278 2.45 0.0 0.00 2.44 5.22 0.0 7.66
332.00 0.42 344411 2.44 0.0 0.00 2.44 5.06 0.0 7.49
334.00 0.40 343562 2.44 0.0 0.00 2.43 4.90 0.0 7.34
336.00 0.38 342729 2.43 0.0 0.00 2.43 4.75 0.0 7.18
338.00 0.36 341913 2.43 0.0 0.00 2.43 4.60 0.0 7.03
340.00 0.34 341112 2.42 0.0 0.00 2.43 4.46 0.0 6.89
342.00 0.32 340326 2.42 0.0 0.00 2.42 4.32 0.0 6.74
344.00 0.31 339556 2.41 0.0 0.00 2.42 4.19 0.0 6.61
346.00 0.29 338799 2.41 0.0 0.00 2.42 4.06 0.0 6.47
348.00 0.28 338057 2.40 0.0 0.00 2.41 3.93 0.0 6.34
350.00 0.26 337329 2.40 0.0 0.00 2.41 3.81 0.0 6.22
352.00 0.25 336614 2.39 0.0 0.00 2.41 3.69 0.0 6.10
354.00 0.24 335912 2.39 0.0 0.00 2.40 3.57 0.0 5.98
356.00 0.22 335223 2.38 0.0 0.00 2.40 3.46 0.0 5.86
358.00 0.21 334547 2.38 0.0 0.00 2.40 3.35 0.0 5.75
360.00 0.20 333882 2.37 0.0 0.00 2.40 3.24 0.0 5.64
362.00 0.19 333229 2.37 0.0 0.00 2.39 3.14 0.0 5.54
364.00 0.18 332588 2.36 0.0 0.00 2.39 3.04 0.0 5.43
366.00 0.17 331958 2.36 0.0 0.00 2.39 2.94 0.0 5.33
368.00 0.16 331339 2.36 0.0 0.00 2.39 2.85 0.0 5.24
370.00 0.16 330730 2.35 0.0 0.00 2.38 2.76 0.0 5.14
372.00 0.15 330132 2.35 0.0 0.00 2.38 2.67 0.0 5.05
374.00 0.14 329544 2.34 0.0 0.00 2.38 2.58 0.0 4.96
376.00 0.13 328965 2.34 0.0 0.00 2.38 2.50 0.0 4.87
378.00 0.13 328397 2.34 0.0 0.00 2.38 2.41 0.0 4.79
380.00 0.12 327837 2.33 0.0 0.00 2.37 2.33 0.0 4.71
382.00 0.11 327287 2.33 0.0 0.00 2.37 2.25 0.0 4.63
384.00 0.11 326746 2.33 0.0 0.00 2.37 2.18 0.0 4.55
printed 3/20/2023 3:08 PM Page 14 of 20

4D Site Solutions, Inc.
386.00 0.10 326213 2.32 0.0 0.00 2.37 2.10 0.0 4.47
388.00 0.10 325689 2.32 0.0 0.00 2.36 2.03 0.0 4.40
390.00 0.09 325173 2.32 0.0 0.00 2.36 1.96 0.0 4.33
392.00 0.09 324665 2.31 0.0 0.00 2.36 1.90 0.0 4.26
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502.00 0.01 304723 2.18 0.0 0.00 2.28 0.04 0.0 2.31
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4D Site Solutions, Inc.
518.00 0.00 302531 2.16 0.0 0.00 2.27 0.00 0.0 2.27
520.00 0.00 302259 2.16 0.0 0.00 2.27 0.00 0.0 2.27
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620.00 0.00 288818 2.07 0.0 0.00 2.21 0.00 0.0 2.21
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630.00 0.00 287493 2.06 0.0 0.00 2.21 0.00 0.0 2.21
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642.00 0.00 285906 2.05 0.0 0.00 2.20 0.00 0.0 2.20
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646.00 0.00 285378 2.05 0.0 0.00 2.20 0.00 0.0 2.20
648.00 0.00 285115 2.05 0.0 0.00 2.20 0.00 0.0 2.20
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650.00 0.00 284851 2.04 0.0 0.00 2.20 0.00 0.0 2.20
652.00 0.00 284588 2.04 0.0 0.00 2.19 0.00 0.0 2.19
654.00 0.00 284324 2.04 0.0 0.00 2.19 0.00 0.0 2.19
656.00 0.00 284061 2.04 0.0 0.00 2.19 0.00 0.0 2.19
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782.00 0.00 267759 1.93 0.0 0.00 2.12 0.00 0.0 2.12
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898.00 0.00 253233 1.83 0.0 0.00 2.05 0.00 0.0 2.05
900.00 0.00 252986 1.83 0.0 0.00 2.05 0.00 0.0 2.05
902.00 0.00 252740 1.83 0.0 0.00 2.05 0.00 0.0 2.05
904.00 0.00 252494 1.83 0.0 0.00 2.05 0.00 0.0 2.05
906.00 0.00 252248 1.82 0.0 0.00 2.05 0.00 0.0 2.05
908.00 0.00 252002 1.82 0.0 0.00 2.05 0.00 0.0 2.05
910.00 0.00 251756 1.82 0.0 0.00 2.05 0.00 0.0 2.05
912.00 0.00 251511 1.82 0.0 0.00 2.05 0.00 0.0 2.05
printed 3/20/2023 3:08 PM Page 18 of 20

4D Site Solutions, Inc.
914.00 0.00 251265 1.82 0.0 0.00 2.04 0.00 0.0 2.04
916.00 0.00 251020 1.82 0.0 0.00 2.04 0.00 0.0 2.04
918.00 0.00 250775 1.81 0.0 0.00 2.04 0.00 0.0 2.04
920.00 0.00 250530 1.81 0.0 0.00 2.04 0.00 0.0 2.04
922.00 0.00 250285 1.81 0.0 0.00 2.04 0.00 0.0 2.04
924.00 0.00 250040 1.81 0.0 0.00 2.04 0.00 0.0 2.04
926.00 0.00 249796 1.81 0.0 0.00 2.04 0.00 0.0 2.04
928.00 0.00 249551 1.81 0.0 0.00 2.04 0.00 0.0 2.04
930.00 0.00 249307 1.80 0.0 0.00 2.03 0.00 0.0 2.03
932.00 0.00 249063 1.80 0.0 0.00 2.03 0.00 0.0 2.03
934.00 0.00 248819 1.80 0.0 0.00 2.03 0.00 0.0 2.03
936.00 0.00 248575 1.80 0.0 0.00 2.03 0.00 0.0 2.03
938.00 0.00 248331 1.80 0.0 0.00 2.03 0.00 0.0 2.03
940.00 0.00 248087 1.80 0.0 0.00 2.03 0.00 0.0 2.03
942.00 0.00 247844 1.79 0.0 0.00 2.03 0.00 0.0 2.03
944.00 0.00 247600 1.79 0.0 0.00 2.03 0.00 0.0 2.03
946.00 0.00 247357 1.79 0.0 0.00 2.03 0.00 0.0 2.03
948.00 0.00 247114 1.79 0.0 0.00 2.02 0.00 0.0 2.02
950.00 0.00 246871 1.79 0.0 0.00 2.02 0.00 0.0 2.02
952.00 0.00 246628 1.79 0.0 0.00 2.02 0.00 0.0 2.02
954.00 0.00 246386 1.78 0.0 0.00 2.02 0.00 0.0 2.02
956.00 0.00 246143 1.78 0.0 0.00 2.02 0.00 0.0 2.02
958.00 0.00 245901 1.78 0.0 0.00 2.02 0.00 0.0 2.02
960.00 0.00 245658 1.78 0.0 0.00 2.02 0.00 0.0 2.02
962.00 0.00 245416 1.78 0.0 0.00 2.02 0.00 0.0 2.02
964.00 0.00 245174 1.78 0.0 0.00 2.02 0.00 0.0 2.02
966.00 0.00 244933 1.77 0.0 0.00 2.01 0.00 0.0 2.01
968.00 0.00 244691 1.77 0.0 0.00 2.01 0.00 0.0 2.01
970.00 0.00 244449 1.77 0.0 0.00 2.01 0.00 0.0 2.01
972.00 0.00 244208 1.77 0.0 0.00 2.01 0.00 0.0 2.01
974.00 0.00 243966 1.77 0.0 0.00 2.01 0.00 0.0 2.01
976.00 0.00 243725 1.77 0.0 0.00 2.01 0.00 0.0 2.01
978.00 0.00 243484 1.76 0.0 0.00 2.01 0.00 0.0 2.01
980.00 0.00 243243 1.76 0.0 0.00 2.01 0.00 0.0 2.01
982.00 0.00 243003 1.76 0.0 0.00 2.01 0.00 0.0 2.01
984.00 0.00 242762 1.76 0.0 0.00 2.00 0.00 0.0 2.00
986.00 0.00 242522 1.76 0.0 0.00 2.00 0.00 0.0 2.00
988.00 0.00 242281 1.76 0.0 0.00 2.00 0.00 0.0 2.00
990.00 0.00 242041 1.75 0.0 0.00 2.00 0.00 0.0 2.00
992.00 0.00 241801 1.75 0.0 0.00 2.00 0.00 0.0 2.00
994.00 0.00 241561 1.75 0.0 0.00 2.00 0.00 0.0 2.00
996.00 0.00 241321 1.75 0.0 0.00 2.00 0.00 0.0 2.00
998.00 0.00 241082 1.75 0.0 0.00 2.00 0.00 0.0 2.00
1000.00 0.00 240842 1.75 0.0 0.00 1.99 0.00 0.0 1.99
1002.00 0.00 240603 1.74 0.0 0.00 1.99 0.00 0.0 1.99
1004.00 0.00 240364 1.74 0.0 0.00 1.99 0.00 0.0 1.99
1006.00 0.00 240125 1.74 0.0 0.00 1.99 0.00 0.0 1.99
1008.00 0.00 239886 1.74 0.0 0.00 1.99 0.00 0.0 1.99
1010.00 0.00 239647 1.74 0.0 0.00 1.99 0.00 0.0 1.99
1012.00 0.00 239408 1.74 0.0 0.00 1.99 0.00 0.0 1.99
1014.00 0.00 239170 1.73 0.0 0.00 1.99 0.00 0.0 1.99
1016.00 0.00 238931 1.73 0.0 0.00 1.99 0.00 0.0 1.99
1018.00 0.00 238693 1.73 0.0 0.00 1.98 0.00 0.0 1.98
1020.00 0.00 238455 1.73 0.0 0.00 1.98 0.00 0.0 1.98
1022.00 0.00 238217 1.73 0.0 0.00 1.98 0.00 0.0 1.98
1024.00 0.00 237979 1.73 0.0 0.00 1.98 0.00 0.0 1.98
1026.00 0.00 237741 1.73 0.0 0.00 1.98 0.00 0.0 1.98
1028.00 0.00 237504 1.72 0.0 0.00 1.98 0.00 0.0 1.98
1030.00 0.00 237266 1.72 0.0 0.00 1.98 0.00 0.0 1.98
1032.00 0.00 237029 1.72 0.0 0.00 1.98 0.00 0.0 1.98
1034.00 0.00 236792 1.72 0.0 0.00 1.98 0.00 0.0 1.98
1036.00 0.00 236555 1.72 0.0 0.00 1.97 0.00 0.0 1.97
1038.00 0.00 236318 1.72 0.0 0.00 1.97 0.00 0.0 1.97
1040.00 0.00 236081 1.71 0.0 0.00 1.97 0.00 0.0 1.97
1042.00 0.00 235845 1.71 0.0 0.00 1.97 0.00 0.0 1.97
1044.00 0.00 235608 1.71 0.0 0.00 1.97 0.00 0.0 1.97
printed 3/20/2023 3:08 PM Page 19 of 20

4D Site Solutions, Inc.
1046.00 0.00 235372 1.71 0.0 0.00 1.97 0.00 0.0 1.97
1048.00 0.00 235136 1.71 0.0 0.00 1.97 0.00 0.0 1.97
1050.00 0.00 234900 1.71 0.0 0.00 1.97 0.00 0.0 1.97
1052.00 0.00 234664 1.70 0.0 0.00 1.96 0.00 0.0 1.96
1054.00 0.00 234428 1.70 0.0 0.00 1.96 0.00 0.0 1.96
1056.00 0.00 234192 1.70 0.0 0.00 1.96 0.00 0.0 1.96
1058.00 0.00 233957 1.70 0.0 0.00 1.96 0.00 0.0 1.96
printed: 3/20/2023 3'08 PM Page 20 of 20

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(' 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
n= 0.013 STORM DRAINAGE SCHEDULE CONTINUED -E
g= 226
h= 26
INLET 0(t) Q(-) CAPTURED Tc I Cc
INLET Cc INLET JPSTREAE INLET INLET TOTAL INLET PIPE TIME RUNOFF
FROM TO AREAS AREA RUNOFF)ISCHARGI BYPASS BYPASS)ISCHARGI AREAS TIME TIME OF CONC.INTENSITY COEFF.
(INLETS) (AC) COEFF. (CFS) (CPS) (CPS) (CPS) (AC) (MIN) (MIN) (MIN) (INIHR)
CI 21 CI 22 CI 21 0.28 0.70 0.79 0.00 0.07 0.73 0.28 5.00 0.00 5.00 7.29 0.70
CI 22 CI 23 CI 22 0.25 0.70 0.70 0.00 0.05 0.65 0.53 5.00 0.13 5.13 7.28 0.70
CI 23 CI 24 CI 23 0.06 0.80 0.24 0.05 0.00 0.24 0.59 5.00 0.32 5.32 7.22 0.71
CI 24 CI 26 CI 24 0.62 0.40 0.99 0.00 0.11 0.88 1.21 5.00 0.74 5.74 7.12 0.55
CI 28 CI 27 CI 26 0.56 0.50 1.23 0.11 0.14 1.10 1.77 5.00 1.12 6.12 7.04 0.54
CI 27 CI 29 CI 27 0.54 0.35 0.89 0.14 SAG 0.89 2.31 5.00 1.17 6.17 7.03 0.49
CI 29 CI 30 CI 29 0.35 0.70 1.08 0.11 0.11 0.98 2.66 5.00 1.27 6.27 7.00 0.52
CI 30 CI 32 CI 30 0.05 0.85 0.18 0.00 0.00 0.18 2.71 5.00 1.42 8.42 6.97 0.53
CI 32 CI 35 CI 32 0.47 0.40 0.75 0.00 0.07 0.69 3.18 5.00 1.87 6.87 6.88 0.51
CI 35 CI 20 DBL CI 35 0.54 0.50 1.15 0.07 0.13 1.02 3.72 5.00 2.05 7.05 6.84 0.51
CI 20 DBL CI 17 CI 20 DBL 0.76 0.35 1.31 0.24 SAG 1.31 4.48 5.00 2.17 7.17 6.81 0.48
CI 17 CI 15 CI 17 0.58 0.45 1.14 0.10 0.12 1.03 5.06 5.00 2.29 7.29 6.79 0.48
CI 15 CI 14 CI 15 0.59 0.40 0.95 0.00 0.10 0.85 5.65 5.00 2.57 7.57 6.73 0.47
CI 14 CI 227 CI 14 0.07 0.60 0.16 0.00 0.00 0.16 5.72 5.00 2.87 7.87 6.67 0.47
01227 CI55 CI 227 0.01 0.70 0.02 0.00 0.00 0.02 5.73 5.00 2.96 7.98 6.65 0.47
CI 55 CI 53 DBL CI 55 0.38 0.65 0.98 0.00 0.11 0.87 6.10 5.00 3.25 8.25 6.60 0.48
CI 53 DBL CI 52 DBL CI 53 DBL 0.41 0.60 1.24 0.25 0.11 1.13 6.52 5.00 3.50 8.50 6.55 0.49
CI 52 DBL DI 245 CI 52 DBL 0.39 0.80 1.14 0.20 SAG 1.14 6.91 5.00 3.54 8.54 6.54 0.49
DI 245 P0248 DI 245 0.00 0.40 0.00 0.00 0.00 0.00 6.91 5.00 3.87 8.87 I 6.48 0.49
CI 25 CI 24 CI 25 0.35 0.70 0.98
0.11 '®®" 0.00 nn '®'
CI28 CI 27 CI 28 0.83 0.50 1.26 0.00 0.21 �� 0.00 nn '®'
CI31 CI 30 CI 31 0.10 0.80 0.33 0.00 0.01 �� 0.00 nnn
CI33 CI 32 CI 33 0.66 0.40 1.10 0.01 0.13 � 0.00 ®" n '®"
CI34 CI 35 CI 34 0.40 0.55 1.02 0.13 0.09 '®" ®" 0.00 ®" n '®
CI19 CI 20 DBL CI 19 0.55 0.35 0.94 0.18 SAG 0.94 '®®" 0.60 ®" n '®
CI18 CI 17 CI 18 0.48 0.45 0.94 0.07 0.09 0.85 n®" 0.00 ®" n '®'
CI16 CI 15 CI 16 0.49 0.40 0.78 0.00 I 0.07 0.70 '®" ®" 0.00 ®" n '®"
CI 54 CI 52 DBL CI 54 0.29 0.75 0.86 0.00 I 0.09 0.77 0.29 5.00 0.00 5.00 7.29 0.75
CI1 CI4 CI1 0.26 0.60 0.63 0.00 0.05 0.58 0.26 I 5.00 0.00 5.00 1 7.29 0.60
CI4 CI 239 CI4 0.47 0.60 1.13 0.00 0.13 0.99 0.73 5.00 0.32 5.32 7.22 0.60
CI239 CI5 CI 239 0.16 0.60 0.51 0.13 0.02 0.49 0.89 5.00 0.51 5.51 7.17 0.60
CI5 CI6 CI5 0.18 0.60 0.45 0.02 0.02 0.42 1.07 5.00 0.75 5.75 7.12 0.60
CI 6 CI T CI 6 0.33 0.60 0.81 0.02 0.07 0.74 1.39 5.00 1.15 6.15 7.03 0.60
CI T CI 9 CI T 0.25 0.70 0.76 0.07 0.06 0.70 1.64 5.00 1.27 6.27 7.00 0.62
CI9 CI 12 CI 9 0.32 0.50 0.70 0.06 0.10 0.60 1.96 5.00 1.56 6.56 6.94 0.60
CI12 CI 13 CI 12 0.39 0.50 0.90 0.12 SAG 0.90 2.35 5.00 1.61 6.61 6.93 0.58
CI13 CI 227 CI 13 0.15 0.60 0.36 0.00 0.02 0.35 2.50 5.00 1.82 6.82 6.89 0.58
lam Storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Page 1 of 18

STORM DRAINAGE/HYDRAULIC GRADE LII DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
BEND LOSE K'S
0.013 STORM DRAINAGE SCHEDULE-CONTINUED 90DEG=0.7 30DEG=0.28
g= 226 60 DEG=0.55 15 DEG=0.10
h= 28 I
0 Q UPSTREAM CI COVER
SIDE- CAPACITY SEGMENT UPPER LOWER TOP BOX COVER 1 BELOW IDESTREA BEND
FROM TO )ISCHARGI STREAM SLOPE 1 DIA. (FULL) V FULL LENGTH TIME INV. INV. ELEV. DEPTH SUBGRADEUMMATIOI LOSS
(CFS) (CFS) (IN) (CFS) (FPS) (FT) (MIN) (FT) (FT) (FT) (8") (CFO) K
CI21 CI 22 1.44 0.00 0.0060 15 5.0 4.1 33 0.13 C 141.50 I 45.70 4.00 2.75 1.63 0.00 0.28
CI22 CI 23 2.71 0.00 0.0058 15 4.9 4.0 45 0.19 C 141.24 45.70 4.19 2.94 1.82 0.00 0.28
CI23 CI 24 3.03 0.00 0.0101 15 8.5 5.3 132 0.42 M 139.90 45.38 4.14 2.89 1.77 0.00 0.00
CI 24 CI 26 6.53 1.78 0.0090 18 10.0 5.6 130 0.38 =Ma 138.48 44.13 4.48 2.98 1.85 1.78 0.00
CI 26 CI 27 8.444 0.00 I 0.0090 18 10.0 5.6 15 0.04 138.35 42.93 4.44 2.94 1.82 1.78 0.70
CI27 CI 29 12.06 2.30 0.0049 24 15.9 5.0 33 0.11 MIMI 137.69 42.89 5.04 3.04 1.91 4.08 0.28
CI29 CI 30 13.75 1 0.00 0.0049 24 15.8 5.0 45 0.15 MIMI 137.47 42.89 5.20 3.20 2.07 4.08 0.00
CI30 CI 32 14.62 0.80 0.0040 30 25.9 5.3 142 0.45 mom 136.43 42.88 5.68 3.18 2.05 4.68 0.00
CI32 CI 35 17.76 1.99 0.0080 30 36.7 7.5 80 0.18 MIMI 135.79 41.35 4.92 2.42 1.29 8.66 0.00
CI35 CI20 DBL 21.17 1.82 0.0080 30 36.7 7.5 58 0.12 MIMI 135.35 40.80 4.81 2.31 1.18 8.28 0.00
CI20 DBL CI17 24.32 'MVO 0.0050 30 29.0 5.9 40 0.11 ® 135.15 40.22 4.88 2.38 1.25 9.68 0.00
CI17 CI 15 27.63 1.58 0.0063 38 52.8 7.5 126 0.28 MIMI 133.85 40.46 5.82 2.82 1.69 11.26 0.00
CI15 CI14 30.49 '1.41 0.0064 38 53.4 7.5 135 0.30 MIMI 132.99 41.70 7.85 4.85 3.73 12.67 0.28
CI14 CI227 30.60 I 0.00 0.0070 38 55.8 7.9 45 0.09 MIMI 132.68 43.05 10.07 7.07 5.94 12.67 0.28
CI227 CI 55 50.80 20.21 0.0083 38 60.9 8.6 150 0.29 mug 131.42 44.00 11.33 8.33 7.21 32.89 0.00
CI55 CI53 DBL 54.16 1.90 0.0080 42 90.2 9.4 139 0.25 MIMI 129.80 42.76 11.84 8.34 7.21 34.79 0.70
CI53 DBL CI52 DBL 76.34 20.70 0.0113 42 107.0 11.1 27 0.04 mom 129.50 41.52 11.72 8.21 7.09 55.49 0.00
CI 52 DBL DI 245 79.43 0.0065 48 116.0 9.2 181 0.33 men 127.82 41.52 12.52 8.51 7.39 57.05 0.55
DI 245 P0248 79.22 0.00 0.0546 48 335.8 26.7 160 0.10 MIEFEINIMIE 39.25 11.43 743 8.31 57.05 0.00
---
CI 25 CI 24 1.78.1 0.00 0.0062 15 5.1 4.1 33 0.13 Cfl 144.13 ®®i ® 0.03 '®'
---
CI 28 CI 27 I 2.' 0.00 0.0100 15 8.5 5.3 15 0.05 MIME= 142.93 4.18 2.93 1.80 0.00 0.70
---
CI 31 CI30 0.60• 0.00 0.0075 15 5.6 4.6 27 0.10 Cfl 142.88 ®®® 0.00 '®'
---
CI33 CI 32 0.00 0.0075 15 5.6 4.6 27 0.10 MIM®" 141.35 ®fl® 0.00 '®'
CI 34 CI 35 0.00 0.0075 15 5.6 4.6 I 27 0.10 136.85 136.65 140.60 3 75 2.50 1.38 0.00 0.70
CI19 CI 20 DBL 0.00 0.0075 15 5.6 4.6 I 27 0.10 136.47 136.27 140.22 3.75 2.50 1.38 0.00 0.70
CI18 CI 17 1.58 0.00 0.0075 15 5.6 4.6 27 0.10 =MEM= 140.46 ®fl® 0.00 '®'
---
CI16 CI 15 0.00 0.0075 15 5.6 4.6 27 0.10 =® 141.7o ®flfl 0.00 '®'
CI54 CI 52 DBL 0.00 0.0100 15 6.5 5.3 20 141.58 ®flfl 0.00 '®'
---
CI1 CI 4 1.14 0.00 0.0050 15 4.6 3.7 71 0.32 MM.= 145.80 3.75 2.50 1.37 0.00 0.70
CI 4 CI 239 3.16 0.00 0.0050 15 4.6 3.7 43 0.19 ®' 141.48 145.63 3.93 2.68 1.56 0.00 0.00
CI 239 CI5 5.42 0.0090 15 6.1 5.0 72 0.24 MIMI 140.84 145.37 3.89 2.64 1.51 1.60 0.00
CI 5 CI 6 6.15 0.00 0.0090 18 10.0 5.6 135 0.40 =MI 139.37 144.88 4.29 2 79 1.66 1.60 0.40
CI 6 CI 7 9.14 0.0100 18 10.5 5.9 45 0.13 C 138.92 143.67 4 29 2 79 1.67 3.26 0.40
CI 7 CI 9 12.29 1.96 0.0096 24 22.1 7.0 119 0.28 MIMI 137.28 143.16 474 2 74 1.61 5.22 0.00
CI 9 CI 12 13.34 I 0.00 I 0.0100 24 22.6 7.2 25 0.06 ® 136.98 141.97 474 2 74 1.62 5.22 0.00
CI12 CI 13 17.87 3.19 0.0080 24 20.2 6.4 81 0.21 MMr.I 136.34 141.87 4.89 2.89 1.76 8.41 0.00
C113 CI22] 0.0080 30 36.7 7.5 155 1 0.35 =MI 134.59 1 142.52 6.69 4.19 3.06 10.19 0.00
lam Sbrm.4u 10 vEAR Dale:3/20,023 Time:3:03 PM Page 2 of 18

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION / //
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY) _
CSB
DESIGN CRITERIA:
n= 0.013 HYDRAULIC GRADE LINE-CONTINUED 1.DESIGN FOR THE 10 YR STORM
g= 226 2.ASSUME TIME OF CONCENTRATION TO
26 AN INDIVIDUAL INLET=5 MIN.(Unless otherwise noted)
INLET W.S.ELEV. I 3.INTENSITY=g/(h+T),FOR 10 YR STORM
OUTLET OUTLET INLET USE FLOW FREE- HGL (g and h were derived from Raleigh-Durham Intensity-
FROM TO W.S.ELEV CONTOL CONTROL CONDITION BOARD TO CROWN COMMENTS CAPACITY VS Duration-Frequency Charts,REF:NC Erosion and
(FT) (FT) (FT) (FT) CONTROL (FT) DISCHARGE Sediment Control Planning and Design Manual)
4.MANNINGS"n"FACTOR=0.013
CI 21 CI 22 142.50 142.53 142.38 142.53 OUTLET 3.16 0.41 OK 3.56 5.RUNOFF COEFICIENT Cc=0.50(Per CR-7107)
CI 22 CI 23 142.24 142.38 142.34 142.38 OUTLET 3.31 0.37 OK 2.21
CI 23 CI 24 140.99 141.34 142.12 142.12 INLET 3.26 0.36 OK 3.47
CI 24 CI 26 140.38 140.99 140.99 140.99 INLET MZEM
CI 26 CI 27 139.81 140.36 140.22 I 140.36 I OUTLET 2.57 (0.38) OK 1.52
CI 27 CI 29 139.52 139.81 139.49 139.81 OUTLET MiliM
CI 29 CI 30 139.08 139.42 139.52 I 139.52 ® 3.37 0.17 OK 2.09
CI30 CI 32 138.82 139.08 138.63 139.08 OUTLET 3.60 0.42 OK 11.32
CI 32 CI 35 138.55 138.82 138.25 138.82 OUTLET 2.53 0.12 OK 18.94
CI 35 CI 20 DBL 138.23 138.55 137.84 138.55 OUTLET 2.05 (0.25) OK 15.50
CI 20 DBL CI 17 137.88 138.23 137.65 138.23.OUTLET 2.00 (0.38) OK 4.72
CI 17 CI 15 137.51 137.86 136.80 137.86 OUTLET 2.60 (0.22) OK 25.18
CI 15 CI 14 138.98 137.51 136.16 137.51 OUTLET 4.20 (0.65) OK 22.87
CI 14 CI 227 138.63 136.98 135.30 I 136.98 I OUTLET 6.08 (0.99) OK 25.17
CI 227 CI 55 135.30 136.63 136.40 136.63 OUTLET 7.37 (0.96) OK 10.09
CI 55 CI 53 DBL 134.27 135.30 134.04 135.30 OUTLET 7.46 (0.88) OK 36.07
CI 53 DBL CI52 DBL 132.78 133.51 134.27 MI INLET 7.25 (0.97) OK 30.67
CI 52 DBL DI245 131.53 132.78 132.72 OUTLET 8.73 0.22 OK 36.62
DI 245 P0248 125.50 126.34 131.53 131.53 INLET 7.72 0.29 OK 256.41
Pond Elev 125.50
CI 25 CI 24 141.18 141.25 141.10 141.25 OUTLET 2.88 0.38 OK 3.29
CI 28 CI 27 139.81 139.90 139.53 139.90 OUTLET 3.03 0.10 OK 4.16
CI 31 CI 30 139.73 139.74 139.57 139.74 OUTLET 2.94 0.44 OK 5.01
CI 33 CI 32 138.89 138.34 138.89 OUTLET 2.46 (0.04) OK 3.62
CI 34 CI 35 138.60 137.55 138.60 OUTLET 2.00 (0.50) OK 3.99
CI 19 CI 20 DBL 138.27 137.15 138.27 OUTLET 1.96 (0.55) OK 4.21
CI 18 CI 17 137.86 137.91 137.41 137.91 OUTLET 2.55 0.05 OK 4.03
CI 16 CI 15 138.]8 138.63 138.]8 OUTLET 2.91 0.41 OK 4.20
CI 54 CI 52 DBL 138.67 138.53 138.67 OUTLET 2.91 0.41 OK 4.90
CI1 CI4 143.15 142.71 143.15 OUTLET 2.64 0.15 OK 3.42
CI 4 CI239 143.11 142.61 143.11 OUTLET 2.52 (0.17) OK 1.41
CI 239 CI 5 142.61 142.95 INLET 2.42 (0.22) OK 0.71
CI 5 CI6 141.92 141.86 OUTLET 2.95 0.16 OK 3.81
CI 6 CI] 140.87 141.28 INLET 2.39 (0.40) OK 1.37
® 139.63 140.08 140.12 OUTLET fl
CI9 CI12 139.63 139.63 OUTLET 2.34 (0.40) OK 9.28
CI12 CI 13 137.94 138.73 139.38 139.38 INLET 2.49 (0.40) OK 2.36
CI13 CI 227 136.63 137.16 137.82 INLET 4.71 0.52 OK 16.48
lam storm.).10 YEAR Dale:3/20,023 Time:3:03 fern Page 3 of 18

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(' 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
n= 0.013 STORM DRAINAGE SCHEDULE CONTINUED -E
g= 226
h= 26
INLET 0(t) Q(-) CAPTURED Tc I Cc
INLET Cc INLET JPSTREAE INLET INLET TOTAL INLET PIPE TIME RUNOFF
FROM TO AREAS AREA RUNOFF)ISCHARGI BYPASS BYPASS)ISCHARGI AREAS TIME TIME OF CONC.INTENSITY COEFF.
(INLETS) (AC) COEFF. (CFS) (CPS) (CPS) (CPS) (AC) (MIN) (MIN) (MIN) (INIHR)
Cl2 CI5 CI 2 0.37 0.60 0.93 0.05 0.00 0.93
CI3 CI6 CI 3 0.38 0.60 0.91 0.00 0.09 0.82 Ifl
CI 8 CI CI8 0.45 0.80 1.08 0.00 0.13 0.96 Ifl
CI 10 CI11 CI 10 0.33 0.80 0.91 0.13 0.07 0.84 0.33 5.00 0.00 5.00 7.29 0.60
CI11 CI 12 CI11 0.17 0.80 0.52 0.11 SAG 0.52 0.50 5.00 0.10 5.10 7.27 0.60
CI 37 CI 38 CI 37 0.33 0.40 0.53 0.00 0.03 0.50 0.33 5.00 0.00 5.00 7.29 0.40
CI 38 CI 38 CI 36 0.38 0.40 0.60 0.00 0.04 0.57 0.71 5.00 0.10 5.10 7.27 0.40
CI 38 CI 40 CI 38 0.41 0.50 0.85 0.04 0.07 0.79 1.12 5.00 0.70 5.70 7.13 0.44
CI 40 CI 41 CI 40 0.27 0.60 0.72 0.07 0.04 0.68 1.39 5.00 1.02 8.02 7.06 0.47
CI 41 CI 43 CI 41 0.27 0.60 0.68 0.04 0.04 0.64 1.66 5.00 1.26 8.28 7.00 0.49
CI 43 CI 45 CI 43 0.39 0.50 0.82 0.04 0.06 0.76 2.05 5.00 1.74 6.74 8.90 0.49
CI 45 CI 47 CI 45 0.47 0.35 0.71 0.08 0.04 0.67 2.52 5.00 1.84 6.84 8.88 0.47
CI 47 CI 48 CI 47 0.14 0.70 0.43 0.04 0.02 0.42 2.65 5.00 2.16 7.16 8.82 0.48
CI 48 CI 53 DBL CI 46 0.37 0.50 0.78 0.05 0.05 0.73 3.02 5.00 2.23 7.23 6.80 0.48
CI 39 CI 38 CI 39 0.42 0.50 0.BT 0.03 0.09 �� 0.00 �� '®'
CI 42 CI 41 CI 42 0.37 0.55 0.90 0.09 0.06 '®®" 0.00 �� '®
CI 44 CI 43 CI 44 0.37 0.50 0.80 0.06 0.05 '®®" 0.00 MIEIMMEIM '®'
CI 51 CI 49 CI 51 0.31 0.60 0.74 0.00 0.07 0.68 0.31 5.00 0.00 5.00 7.29 0.60
CI 49 CI 48 CI 49 0.34 0.70 0.96 0.00 0.10 0.86 0.65 5.00 0.10 5.10 7.27 0.65
CI 48 CI 47 CI 48 0.32 0.70 1.01 0.10 0.09 0.91 0.98 5.00 0.54 5.54 7.17 0.67
CI 50 CI 48 CI 50 0.41 0.60 1.06 0.07 "®®" 0.00 MIIMEZIM '®.'
•
CI 58 CI 56 CI 58 0.98 0.40 1.54 0.00 0.19 1.34 0.96 5.00 0.00 5.00 7.29 0.40
CI 58 CI 57 CI 56 0.35 0.65 0.90 0.00 0.09 0.81 1.31 5.00 0.13 5.13 7.26 0.47
CI 57 CI 72 CI 57 0.33 0.65 0.94 0.09 0.08 0.86 1.64 5.00 0.69 5.69 7.13 0.50
CI 72 CI 71 CI 72 0.05 0.65 0.22 0.08 0.00 0.22 1.69 5.00 0.83 5.83 7.10 0.51
CI 71 CI 73 CI 71 0.05 0.65 0.12 0.00 0.00 0.12 1.73 5.00 0.91 5.91 7.08 0.51
CI 73 CI 74 CI 73 0.27 0.50 0.55 0.00 0.04 0.51 2.01 5.00 1.07 6.07 7.05 0.51
CI 74 CI 76 CI 74 0.55 0.45 1.02 0.04 0.10 0.92 2.55 5.00 1.26 6.26 7.00 0.50
CI 78 CI 78 CI 76 0.42 0.45 0.85 0.10 0.06 0.79 2.97 5.00 1.43 6.43 6.97 0.49
CI 78 CI 89 DBL CI 78 0.42 0.45 0.82 0.08 0.07 0.76 3.39 5.00 1.59 6.59 6.93 0.49
CI 89 DBL CI 88 CI 89 DBL 0.55 0.45 1.11 0.12 SAG 1.11 3.95 5.00 1.74 6.74 6.90 0.48
CI 88 CI 86 CI 88 0.34 0.50 0.70 0.02 0.05 0.65 4.28 5.00 1.78 6.78 6.89 0.48
CI 88 CI 85 CI 86 0.22 0.50 0.56 0.11 0.02 0.53 4.51 5.00 1.97 6.97 6.86 0.48
CI 85 CI 83 CI 85 0.47 0.55 1.11 0.08 0.11 1.00 4.98 5.00 2.14 7.14 6.82 0.49
CI 83 CI 81 CI 83 0.28 0.75 0.91 0.08 0.08 0.84 5.25 5.00 2.36 7.36 6.77 0.50
CI 81 CI80 CI81 0.34 0.65 0.87 0.00 0.08 0.79 5.59 5.00 2.75 7.75 6.70 0.51
CI 80 CI 228 CI 80 0.02 0.70 0.06 0.00 0.00 0.06 5.61 5.00 3.10 8.10 6.63 0.51
CI228 CI 92 CI228 0.02 0.65 0.06 0.00 0.00 0.06 5.63 5.00 3.21 8.21 6.61 0.51
CI 92 CI 93 CI 92 0.18 0.65 0.41 0.00 0.02 0.39 5.79 5.00 3.38 8.38 6.57 0.52
CI 93 DI 241 CI 93 0.49 0.60 1.20 0.02 0.14 1.06 6.28 5.00 3.43 8.43 6.56 0.52
DI 241 P0242 DI 241 0.00 0.50 0.00 0.00 SAG 0.00 6.28 5.00 3.72 8.72 6.51 0.52
CI 59 CI 57 CI 59 0.95 0.40 1.71 0.19 0.19 1.52 MIIMMIEIM 0.00 flf '®"
DI63 CI 67 DI 63 0.58 0.35 0.81 0.00 SAG 0.81 0.58 5.00 0.00 5.00 7.29 0.35
CI 67 CI 70 CI 67 0.21 0.75 0.71 0.08 SAG 0.71 0.79 5.00 0.03 5.03 7.28 0.46
CI 70 CI 71 CI 70 0.18 0.65 0.53 0.08 SAG 0.53 0.97 5.00 0.14 5.14 7.26 0.49
lam Storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Page 4 of 16

STORM DRAINAGE/HYDRAULIC GRADE LII DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
BEND LOSE K'S
0.013 STORM DRAINAGE SCHEDULE-CONTINUED 90 DEG=0.7 30DEG=0.28
g= 226 60 DEG=0.55 15 DEG=0.10
h= 28 I
0 Q UPSTREAM CI COVER
SIDE- CAPACITY SEGMENT UPPER LOWER TOP BOX COVER BELOW IDESTREA BEND
FROM TO )ISCHARG STREAM SLOPE DIA. (FULL) V FULL LENGTH TIME INV. INV. ELEV. DEPTH SUBGRADEUMMATIOI LOSS
(CFS) (CFS) (IN) ,(CFS) (FPS) (FT) (MIN) (FT) (FT) (FT) (8") (CFO) K
CI 2 CI 5 0.00 0.0075 15 5.6 4.6 27 0.10 141.05 140.85 144.88 flflfl 0.00 '®'
---
CI 3 CI 8 0.00 0.0075 15 5.6 4.6 27 0.10 MIMBEIME 143.87 fl®fl 0.00 '®'
CI 8 CI 7 1.98 0.00 0.0075 15 5.6 4.6 27 '®' ®"I'i E= 143.18 MIIMMIRIMMEM 0.00 KEE
CI10 CI 11 1.43 0.00 0.0060 15 5.0 4.1 25 0.10 138.22 138.07 141.97 3.75 2.50 1.38 0.00 0.70
CI 11 CI 12 3.19 1.02 0.0075 15 5.6 4.6 27 0.10 138.0] 13].87 141.87 3.80 2.55 1.42 1.02 0.70
---
C13] CI 36 0.97 0.00 0.0075 15 5.6 4.6 27 0.10 140.8] 140.87 144.82 3.75 2.50 1.38 0.00 0.70
CI 38 CI 38 2.06 0.00 0.0054 15 4.7 3.9 140 0.61 140.6] 139.92 144.82 3.95 2.70 1.58 0.00 0.00
CI 38 CI40 5.01 1.52 0.0051 18 7.5 4.2 82 0.32 139.6] 139.25 143.91 4.25 2.75 1.62 1.52 0.00
CI 40 CI41 7.61 0.0051 24 16.1 5.1 75 0.24 138.75 138.37 143.51 4.76 2.76 1.63 3.01 0.00
CI 41 CI43 8.70 0.00 0.0051 24 16.1 5.1 146 0.47 138.37 137.83 143.14 4.77 2.77 1.65 3.01 0.00
CI 43 CI45 11.30 1.35 0.0051 24 16.2 5.1 31 0.10 131.63 137.47 142.41 4.78 2.78 1.68 4.38 0.00
CI 45 0147 12.41 0.00 0.0051 26 18.1 5.1 I 99 0.32 13].4] 136.96 142.25 4.78 2.78 1.68 4.38 0.40
CI 47 CI48 19.4] 8.48 0.00]5 26 19.6 8.2 2] 0.0] 138.98 136.76 141.75 4.79 2.79 1.68 10.83 0.40
CI 46 CI 53 DBL 0.00 0.0051 30 29.2 5.9 45 0.13 138.28 136.03 141.75 5.49 2.99 1.87 10.83 0.40
---
CI 39 CI38 1.52 0.00 0.0075 15 5.6 4.6 27 0.10 =MI 139.96 143.91 ®®MEM 0.00 '®'
---
CI 42 CI 41 0.00 0.0075 15 5.6 4.6 27 0.10 MIMI 139.19 143.14 ®®fl 0.00 '®'
---
CI 44 CI 43 1.35 0.00 0.0075 15 5.6 4.6 27 0.10 MIMI 138.48 142.41 ®NIIEM® 0.00 '®'
---
CI 51 CI49 1.36 0.00 0.0075 15 5.8 4.6 27 0.10 139.92 139.72 143.87 3.75 2.50 1.38 0.00 0.70
CI 49 CI48 4.90 0.0100 15 8.5 5.3 140 0.44 139.72 138.32 143.87 3.95 2.70 1.58 1.80 0.40
CI 48 CI47 6.48 0.00 0.0136 18 12.2 6.9 45 0.11 138.07 137.48 142.27 4.20 2.70 1.58 1.80 0.40
CI50 CI48 0.00 0.0075 15 5.6 4.6 1 27 0.10 Cfl ®®i fl 0.00 KEE
CI 58 CI 58 2.80 0.00 0.0062 15 5.1 4.1 33 0.13 40.88 140.88 144.83 3.75 2.50 1.38 0.00 0.70
CI 56 CI 57 4.43 0.00 0.0050 18 7.4 4.2 140 0.58 40.43 139.73 144.83 4.20 2.70 1.58 0.00 0.40
CI 57 CI 72 8.64 2.77 0.0050 24 16.0 5.1 45 0.15 39.23 139.01 143.72 4.49 2.49 1.37 2.77 0.28
CI 72 CI 71 8.85 0.00 0.0075 24 19.6 6.2 27 0.07 39.22 139.02 142.92 3.70 1.70 0.57 2.77 0.70
CI 71 CI 73 19.35 0.0084 24 20.7 6.6 67 0.17 38.24 137.88 142.92 4.68 2.68 1.55 13.07 0.00
CI 73 CI 74 20.27 0.00 0.0084 24 20.7 6.6 75 0.19 37.68 137.05 142.36 4.68 2.68 1.55 13.07 0.00
CI 74 CI 76 23.42 1.48 0.0084 30 37.5 7.6 75 0.18 38.55 135.92 141.73 5.18 2.68 1.55 14.52 0.00
CI 76 CI 78 26.20 1111 0.0083 30 37.4 7.6 75 0.18 35.92 135.30 141.10 5.18 2.68 1.58 16.04 0.00
CI78 CI 89 DBL 28.90 0.0088 30 38.0 7.7 70 0.15 35.30 134.70 140.48 5.17 2.67 1.55 17.48 0.00
CI 89 DBL CI 88 33.97 3.41 0.0040 38 42.2 8.0 15 0.04 34.20 134.14 140.00 5.80 2.80 1.87 20.88 0.00
CI88 CI 86 35.11 1 0.00 0.0040 38 42.2 8.0 88 0.18 34.14 133.87 140.04 5.90 2.90 1.77 20.88 0.00
CI 86 CI 85 37.29 1.49 0.0040 38 42.1 8.0 80 0.17 33.87 133.84 140.56 6.69 3.69 2.58 22.37 0.00
CI 85 CI 83 38.98 I 0.00 0.0040 38 42.2 8.0 81 0.23 33.64 133.31 141.03 7.39 4.39 3.27 22.37 0.00
CI 83 CI 81 42.11 1.84 0.0040 38 42.2 8.0 140 0.39 33.31 132.75 141.88 8.37 5.37 4.24 24.21 0.00
CI 81 CI 80 45.20 1.84 0.0040 42 63.6 6.6 135 0.34 32.25 131.71 142.83 10.58 7 08 5.95 28.05 0.28
CI 80 CI 228 45.11 0.00 0.0040 42 63.7 6.6 45 0.11 31.71 131.53 143.94 12.23 8.72 7.60 28.05 0.40
CI 228 CI 92 45.15 0.00 0.0040 42 63.6 6.6 70 0.18 31.53 131.25 144.00 12.47 8.97 7.84 28.05 0.00
CI 92 CI93 47.87 2.15 0.0075 42 87.4 9.1 27 0.05 31.25 131.05 143.45 12.20 8.70 7.57 28.20 0.00
CI 93 DI241 49.77 0.00 0.0160 42 127.3 13.2 224 0.28 31.05 127.48 143.45 12.40 8.90 7.77 28.20 0.40
DI241 P0242 51.47 1.87 0.0488 42 222.3 23.1 72 0.05 27.48 123.94 144.86 1720 13.70 12.58 30.07 0.40
CI 59 CI 57 2.77 0.00 0.0061 15 5.0 4.1 33 143.89 MEMNIIIMMEM 0.00 '®'
DI63 CI 67 1.48 0.00 0.0844 15 16.4 13.3 21 0.03 140.77 139.40 144.27 3.50 2.25 1.12 0.00 0.00
CI 67 CI 70 4.18 0.0062 18 8.2 4.7 33 0.12 139.40 139.20 143.20 3.80 2.30 1.17 1.57 0.40
CI 70 CI 71 0.0050 24 16.0 5.1 45 0.15 138.48 138.24 143.20 4.74 2.74 1.81 8.83 0.40
lam Storm.).10 vEAR Dale:3/20,023 Time:3:03 PM Page 5 of 18

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION / //
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY) _
CSB
DESIGN CRITERIA:
n= 0.013 HYDRAULIC GRADE LINE-CONTINUED 1.DESIGN FOR THE 10 YR STORM
g= 226 2.ASSUME TIME OF CONCENTRATION TO
26 AN INDIVIDUAL INLET=5 MIN.(Unless otherwise noted)
INLET W.S.ELEV. I 3.INTENSITY=g/(h+T),FOR 10 YR STORM
OUTLET OUTLET INLET USE FLOW FREE- HGL (g and h were derived from Raleigh-Durham Intensity-
FROM TO W.S.ELE CONTOL CONTROL CONDITIO BOARD TO CROWN COMMENTS CAPACITY VS Duration-Frequency Charts,REF:NC Erosion and
(FT) (FT) (FT) (FT) (CONTROL (FT) DISCHARGE Sediment Control Planning and Design Manual)
4.MANNINGS"n"FACTOR=0.013
CI 2 CI5 143.00 141.75 143.00 OUTLET 1.88 (0.70) OK 4.01
CI 3 CI6 141.33 140.61 141.33 OUTLET 2.34 (0.17) OK 3.95
CI 8 CI 7 140.20 140.28 140.13 140.28 OUTLET 2.88 0.37 OK 3.65
CI10 CI11 139.58 139.62 138.90 139.62 OUTLET 2.36 (0.15) OK 3.57
CI11 CI 12 139.38 139.58 138.99 139.58 OUTLET 2.29 (0.26) OK 2.42
CI37 CI 36 141.67 141.69 141.52 141.69 OUTLET 2.93 0.43 OK 4.64
CI36 CI 38 141.03 141.20 141.42 141.42 INLET 3.21 0.50 OK 2.67
CI38 CI 40 140.77 141.03 140.76 141.03 OUTLET 2.88 0.14 OK 2.50
CI40 CI41 140.63 140.77 140.00 OUTLET 2.74 (0.02) OK 8.54
CI41 CI 43 140.35 140.63 139.70 140.63 OUTLET 2.51 (0.26) OK 7.45
CI43 CI 45 140.15 140.35 139.18 140.35 OUTLET MIEMECEEMMTEM
CI45 CI 47 139.62 '4 140.15 OUTLET 2.10 (0.69) OK 3.74
CI 47 CI 46 138.42 139.20 139.62 139.62 INLET MEIEMEOMMIEM
CI 46 CI 53 DBL 138.42 138.28 138.42 OUTLET 3.33 0.34 OK 8.49
CI39 CI 38 141.03 141.07 140.85 141.07 OUTLET 2.84 0.34 OK 4.09
CI42 CI41 140.81 140.08 140.81 OUTLET 2.33 (0.17) OK 4.13
CI 44 CI43 140.35 140.38 139.34 140.38 OUTLET 2.02 (0.47) OK 4.26
CI 51 CI49 141.04 141.08 140.60 141.08 OUTLET 2.60 0.09 OK 4.25
CI49 CI48 139.99 141.04 141.03 OUTLET 2.63 (0.07) OK 1.56
CI48 CI47 139.62 139.99 139.40 139.99 OUTLET 2.28 (0.42) OK 5.77
CI50 CI48 141.10 139.24 141.10 OUTLET 1.17 (1.33) OK 3.81
•
CI58 CI56 142.31 142.48 141.73 142.48 OUTLET 2.15 (0.35) OK 2.27
CI56 CI57 141.97 142.31 141.45 142.31 OUTLET 2.32 (0.38) OK 3.00
CI57 CI72 141.80 141.97 140.56 141.97 OUTLET®ECEB'�MEM
CI72 CI71 141.60 141.80 140.56 141.80 OUTLET 1.11 (0.58) OK 10.80
CI71 CI73 140.77 141.60 140.88 • OUTLET 1.31 (1.36) OK 1.39
CI73 CI74 139.79 140.77 140.48 140.77 OUTLET 1.59 (1.09) OK 0.45
=ZE:=MZEMEEMMEIMEM 138.78 139.79 OUTLET MEMECEBE ®'
CI76 CI78 138.77 139.33 138.40 3 OUTLET 1.77 (0.91) OK 11.23
CI 78 CI 89 DBL 138.11 138.77 138.04 38.77 OUTLET 1.71 (0.97) OK 9.14
CI89 DBL CI88 137.86 138.11 136.70 138.11 OUTLET 1.89 (0.91) OK 8.22
CI88 CI86 137.45 M 137.86 OUTLET 2.18 (0.72) OK ].08
CI86 CI85 137.01 137.45 136.57 137.45 OUTLET NIMMIDEMMMOIMM
CI85 CI83 136.45 EIRMEMZU 137.01 OUTLET 4.02 (0.37) OK 3.22
CI83 CI81 135.58 136.45 136.34 136.45 OUTLET � '®'
CI81 CI80 135.01 5 35.58 OUTLET 7.25 0.17 OK 18.43
CI80 CI 228 134.58 135.01 134.41 135.01 OUTLET 8.93 0.20 OK 18.59
CI228 CI92 134.24 134.58 134.23 134.58 OUTLET 9.41 0.45 OK 18.48
CI92 CI93 133.95 134.24 134.07 134.24 OUTLET 9.21 0.51 OK 39.53
CI93 DI 241 130.44 131.40 133.95 133.95 INLET 9.50 0.60 OK 77.54
DI241 P0242 126.74 127.36 130.44 130.44 INLET 14.22 0.52 OK 170.88
Pond Elev 125.50
CI59 CI57 141.97 142.13 140.78 142.13 OUTLET 1.56 (0.94) OK 2.27
DI63 5167 142.00 142.02 141.46 142.02 OUTLET 2.24 (0.00) OK 14.92
CI67 CI70 141.86 142.00 140.39 OUTLET 1.20 (1.10) OK 4.06
CI70 CI71 141.86 139.92 OUTLET 1.34 (1.40) OK 5.71
teas storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Page 6 of 16

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(' 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
n= 0.013 STORM DRAINAGE SCHEDULE CONTINUED -E
g= 226
h= 26
INLET 0(t) Q(-) CAPTURED Tc I Cc
INLET Cc INLET JPSTREAE INLET INLET TOTAL INLET PIPE TIME RUNOFF
FROM TO AREAS AREA RUNOFF)ISCHARGI BYPASS BYPASS)ISCHARG AREAS TIME TIME OF CONC.INTENSITY COEFF.
(INLETS) (AC) COEFF. (CFS) (CPS) (CPS) (CPS) (AC) (MIN) (MIN) (MIN) (INIHR)
CI 88 C167 CI 86 0.54 0.40 0.92 0.06 0.08 0.84
CI64 CI 65 CI 64 0.63 0.40 1.00 0.00 0.11 0.90 0.63 5.00 0.00 5.00 7.29 0.40
CI 65 CI 69 CI 65 0.45 0.40 0.82 0.11 0.06 0.76 1.08 5.00 0.31 5.31 7.22 0.40
CI 69 CI TO CI 69 0.10 0.85 0.35 0.00 0.02 0.34 1.18 5.00 0.44 5.44 7.19 0.44
DI68 CI69 DI68 0.24 0.90 0.85 q 0.00 I 0.00 0.85 0.24 5.00 0.00 5.00 7.29 0.90
CI 75 CI 74 CI 75 0.44 0.45 0.80 0.00 0.07 '® "®' - 0.00 -- '®'
CI 77 CI 76 CI 77 0.46 0.45 0.90 0.07 o.08 - "®l - 0.00 -- '®'
CI 79 CI 78 CI 79 0.44 0.45 0.87 o.08 0.07 - "®' - 0.00 -- '®'
CI 91 CI 90 DBL CI 91 0.46 0.45 0.91 0.07 0.08 0.83 0.46 5.00 0.00 5.00 7.29 0.45
CI 90 DBL CI 89 CI 90 DBL 0.68 0.38 1.18 0.15 SAG 1.18 1.15 5.00 0.05 5.05 7.28 0.41
CI 87 CI 86 CI 87 0.41 0.50 0.92 0.11 0.07 --- 0.00
CI84 CI 83 CI84 0.46 0.55 1.11 0.11 0.11 --- 0.00
CI 82 CI 81 CI 82 0.42 0.60 1.01 0.00 0.11 0.90 -- 0.00
CI 93 CI 92 CI93 0.49 0.60 1.18 0.00 0.15 1.03 -- 0.00
Cl 96 DBL CI 97 CI 96 DBL 0.39 0.85 1.02 0.00 SAG 1.02 -- 0.00
CI105 CI 104 CI 105 0.37 0.85 0.98 0.00 0.09 0.86 0.37 5.00 0.00 5.00 7.29 0.65
CI104 CI 106 CI 104 0.42 0.50 0.84 0.00 0.08 0.77 0.79 5.00 0.10 5.10 7.27 0.57
CI106 CI 108 CI 108 0.43 0.57 1.08 0.08 0.10 0.96 1.22 5.00 0.65 5.65 7.14 0.57
CI108 CI 110 CI 108 0.43 0.57 1.08 0.10 0.10 0.98 1.65 5.00 1.13 8.13 7.03 0.57
CI110 CI113 CI 110 0.38 0.65 1.09 0.10 0.10 0.99 2.03 5.00 1.43 8.43 6.97 0.59
CI113 CI 115 CI 113 0.42 0.60 1.10 0.10 0.10 1.00 2.45 5.00 1.71 8.71 6.91 0.59
CI 115 CI 102 CI 115 0.37 0.65 1.12 0.17 SAG 1.12 2.81 5.00 1.87 8.87 6.88 0.60
CI102 CI99 CI 102 0.38 0.50 0.75 0.00 0.07 0.68 3.19 5.00 2.03 7.03 6.84 0.58
CI 107 CI 106 CI 107 0.44 0.57 1.09 0.09 0.10 0.99 -- 0.00
CI109 CI 108 CI 109 0.43 0.57 1.09 0.10 0.10 0.99 -- 0.00
CI112 CI111 CI 112 0.31 0.80 0.80 0.07 0.06 0.74 0.31 5.00 0.00 5.00 7.29 0.60
CI111 CI 110 CI111 0.31 0.85 0.89 0.10 0.07 0.82 0.61 5.00 0.15 5.15 7.25 0.62
CI114 CI113 CI 114 0.51 0.45 0.97 0.08 0.09 10.89 '®®" 0.00 -- '®'
DI 117 CI116 DI 117 0.81 0.45 1.10 0.00 SAG 1.10 0.61 5.00 0.00 5.00 7.29 0.45
CI 118 CI 115 CI 118 0.16 0.70 0.62 0.17 SAG 0.62 0.77 5.00 0.09 5.09 7.27 0.50
CI103 CI 102 CI 103 0.41 0.50 0.83 0.00 0.08 - 0.00 -- '®'
CI 95 CI94 CI 95 0.48 0.60 1.15 0.00 0.14 1.01 0.48 5.00 0.00 5.00 7.29 0.60
CI94 CI 97 CI94 0.47 0.60 1.13 0.00 0.14 0.99 0.95 5.00 0.10 5.10 7.27 0.60
CI 97 CI 98 CI 97 0.09 0.50 0.18 0.00 0.00 0.18 1.04 5.00 0.25 5.25 7.23 0.59
CI 98 CI 99 CI98 0.02 0.85 0.07 0.00 0.00 0.07 1.06 5.00 0.41 5.41 7.20 0.60
CI 99 CI 100 CI99 0.05 0.60 0.12 0.00 0.00 0.12 1.11 5.00 0.49 5.49 7.18 0.60
CI100 CI 101 CI 100 0.46 0.60 1.10 0.00 0.13 0.97 1.57 5.00 0.57 5.57 7.16 0.60
CI101 DI 246 CI 101 0.23 0.65 0.63 0.03 0.05 I 0.59 1.80 5.00 0.62 5.62 7.15 0.60
DI 246 P0249 DI 246 0.00 0.90 I 0.00 0.00 0.00y 0.00 1 1.80 5.00 1 1.06 1 8.06 7.05 I 0.60
lam Storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Page T of 18

STORM DRAINAGE/HYDRAULIC GRADE LII DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
BEND LOSE K'S
0.013 STORM DRAINAGE SCHEDULE-CONTINUED 90 DEG=0.7 30DEG=0.28
g= 226 60 DEG=0.55 15 DEG=0.10
h= 28 I
0 Q UPSTREAM CI COVER
SIDE- CAPACITY SEGMENT UPPER LOWER TOP BOX COVER BELOW IDESTREA BEND
FROM TO )ISCHARGI STREAM SLOPE DIA. (FULL) V FULL LENGTH TIME INV. INV. ELEV. DEPTH SUBGRADEUMMATIOI LOSS
(CFS) (CFS) (IN) L(CFS) (FPS) (FT) (MIN) (FT) (FT) (FT) (8") (CFO) K
CI 88 CI 67 0.00 0.0080 15 5.0 4.1 20 o o a - = 143.27
CI64 CI 65 1.83 0.00 0.0060 15 5.0 4.1 75 0.31 141.12 140.87 144.87 3.75 2.50 1.38 0.00 0.70
CI65 CI69 3.10 0.00 0.0062 15 5.1 4.1 33 0.13 140.67 140.47 144.24 3.57 2.32 1.19 0.00 0.70
CI 69 CI 70 0.0080 18 9.4 5.3 135 0.42 140.04 138.96 144.24 4.19 2.69 1.57 1.55 0.40
DI 68 CI 69 In 1- 0.00 0.0045 15 4.3 3.5 100 0.47 ®'I 143.55 2.81 1.56 0.44 0.00 0.40
CI 75 CI 74 1.46. 0.00 0.0075 15 5.6 4.6 27 0.10 MIIIIIEIME 141.73 ®®® 0.00 '®'
CI77 CI 76 0.00 0.0075 15 5.6 4.6 27 0.10 MIMMEIME 141.10 ®®- 0.00 '®'
CI 79 CI 78 0.00 0.0075 15 5.6 4.6 27 0.10 =MEI= 140.48 -®MIIIM 0.00 '®'
CI91 CI90 DBL 1.52 0.00 0.0100 15 8.5 5.3 15 0.O5 136.28 136.13 140.04 3.76 2.51 1.38 0.00 0.70
CI 90 DBL CI 89 3.41 0.00 0.0075 15 5.6 4.6 27 0.10 136.13 135.93 140.00 3.87 2.62 1.49 0.00 0.70
C187 CI 86 1.49 111111 0.0075 15 5.6 4.6 27 0.10 - 140.55 ®®MIIIM 0.00 '®'
CI84 CI 83 1.84 0.00 0.0075 15 5.6 4.6 27 0.10 - 141.68 ®®® 0.00 '®'
CI 82 CI81 1.84. 0.00 0.0075 15 5.6 4.6 27 0.10 - 142.a3 ®-® 0.00 '®'
CI 93 CI 92 2.15 I 0.00 0.0075 15 5.6 4.6 27 0.10 - 143.30 ®ERM® 0.00 '®'
-----
CI 98 DBL CI 97 0.00 0.0075 15 5.8 4.6 27 0.10 - 137.40 141.35 ®®NIEIM 0.00 '®'
CI 105 CI 104 1.74 0.00 0.0075 15 5.6 4.6 27 0.10 139.82 139.62 43.57 3.75 2.50 1.38 0.00 0.70
CI104 CI 106 3.26 0.00 0.0075 15 5.6 4.6 150 0.55 139.62 138.50 43.57 3.95 2.70 1.58 0.00 0.00
CI106 CI108 6.79 0.0075 18 9.1 5.1 150 0.49 138.25 137.12 42.45 4.20 2.70 1.57 1.82 0.00
CI108 CI110 10.23 1.80 0.0075 24 19.6 6.2 110 0.30 136.62 135.79 41.32 4.70 2.70 1.57 3.62 0.00
CI 110 CI 113 14.6] 0.00]5 26 19.6 6.2 106 0.28 135.79 135.00 40.51 4.72 2.72 1.59 8.39 0.00
CI 113 CI 115 1].99 0.00]5 30 35.6 ].2 69 0.18 134.50 133.98 39.72 5.22 2.72 1.60 8.08 0.00
CI115 CI102 22.38 0.0075 30 35.4 7.2 71 0.16 133.98 133.45 39.29 5.31 2.81 1.69 10.86 0.00
CI102 CI 99 1.51 0.0138 30 48.1 9.8 135 0.23 133.45 131.59 39.85 6.40 3.90 2.78 12.37 0.40
CI107 CI106 0.00 0.0075 15 5.6 4.6 27 0.10 142.4s ®®i ® 0.00 '®'
CI109 01108 0.00 0.0075 15 5.6 4.6 27 0 10 ®® 141.32 ®-® 0.00 '®'
CI112 C1111 1.34 0.00 0.0060 15 5.0 4.1 38 0.15 138.48 136.23 140.21 3.75 2.50 1.38 0.00 0.70
CI111 CI 110 0.00 0.0075 15 5.6 4.6 27 0.10 136.23 136.03 140.51 4.28 3.03 1.90 0.00 0.70
CI114 01113 0.00 0.0075 15 5.6 4.6 27 1-® 139.72 ®-- 0.00 '®'
DI117 01116 2.00 0.00 0.0060 15 5.0 4.1 22 0.09 136.04 135.91 139.55 3.51 2.26 1.13 0.00 0.00
CI116 CI 115 0.00 0.0075 15 5.6 4.6 27 0.10 135.91 135.71 139.29 3.38 2.13 1.01 0.00 0.70
CI103 C1102 1.51 0.00 0.0075 15 5.6 4.6 27 I-- 139.as ®®i - 0.00 '®'
0195 CI 94 2.10 0.00 0.0075 15 5.6 4.6 27 0.10 37.95 137.75 141.70 3.75 2.50 1.38 0.00 0.70
C194 CI 97 4.14 0.00 0.0102 15 8.5 5.3 49 0.15 37.75 137.25 141.70 3.95 2.70 1.57 0.00 0.40
0197 CI 98 6.31 0.0094 18 10.2 5.8 53 0.15 37.00 136.50 141.35 4.35 2.85 1.72 1.87 0.40
0198 CI 99 6.42 0.00 0.0075 18 9.1 5.2 27 0.09 36.50 136.30 141.20 4.70 3.20 2.07 1.87 0.40
CI 99 CI 100 31.74 0.0100 38 66.7 9.4 45 0.08 31.09 130.64 141.20 10.11 711 5.98 26.99 0.55
CI100 01101 33.70 0.00 0.0075 38 57.9 8.2 27 0.05 30.64 130.44 142.21 11.57 8.57 7.45 26.99 0.00
CI101 01246 35.86 0.90 0.0069 42 83.4 8.7 224 0.43 30.44 128.90 1I142.21 1177 8.27 7.15 27.88 0.65
DI246 P0249 188.22 0.0050 68 237.7 10.0 349 0.58 20.36 118.81 �y34.67 14.31 8.81 7.68 178.54 0.00
lam Storm.).10 vEAR Dale:3/20,023 Time:3:03 PM Page 8 of 18

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION / //
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY) _
CSB
DESIGN CRITERIA:
0.013 HYDRAULIC GRADE LINE-CONTINUED 1.DESIGN FOR THE 10 YR STORM
g= 226 2.ASSUME TIME OF CONCENTRATION TO
h= 26 AN INDIVIDUAL INLET=5 MIN.(Unless otherwise noted)
INLET W.S.ELEV. I 3.INTENSITY=g/(h+T),FOR 10 YR STORM
OUTLET OUTLET INLET USE FLOW FREE- HGL (g and h were derived from Raleigh-Durham Intensity-
FROMTO W.S.ELEV CONTOL CONTROL CONDITIO BOARD TO CROWN COMMENTS CAPACITY VS Duration-Frequency Charts,REF:NC Erosion and
(FT) (FT) (FT) (FT) (CONTROL (FT) DISCHARGE Sediment Control Planning and Design Manual)
4.MANNINGS"n"FACTOR=0.013
CI 66 CI 67 142.04 140.22 142.04 OUTLET 1.22 (1.27) OK 3.44
CI 64 CI65 142.54 142.64 141.84 142.64 OUTLET 2.23 (0.27) OK 3.17
CI 65 CI69 142.34 142.54 141.57 142.54 OUTLET 1.70 (0.62) OK 1.96
CI 69 CI 70 .,, 142.34 141.18 OUTLET 1.90 (0.79) OK 4.13
DI 68 CI69 - 142.42 141.44 142.42 OUTLET 1.13 (0.43) OK 2.78
CI 75 CI 74 13_ 139.83 138.67 139.83 OUTLET 1.90 (0.60) OK 4.15
CI 77 CI]6 139.38 138.04 139.38 OUTLET 1.72 (0.78) OK 4.09
CI 79 CI 78 138.81 137.40 138.81 OUTLET 1.67 (0.84) OK 4.17
CI 91 CI 90 DBL 138.33 138.37 136.97 138.37 OUTLET 1.66 (0.84) OK 4.94
CI 90 DBL CI 89 138.11 138.33 137.09 138.33 OUTLET 1.66 (0.95) OK 2.20
CI 87 CI 86 137.60 137.64 137.49 137.64 OUTLET 2.91 0.41 OK 4.12
CI 84 CI 83 138.73 138.80 138.65 138.80 OUTLET 2.88 0.38 OK 3.77
CI 82 CI81 139.88 139.95 139.80 139.95 OUTLET 2.88 0.38 OK 3.77
CI 93 CI 92 140.35 140.44 140.31 140.44 OUTLET 2.86 0.36 OK 3.46
CI 96 DBL CI 97 138A7 138.32 138.47 OUTLET 2.88 0.38 OK 3.74
CI 105 CI 104 140.62 140.68 140.53 140.68 OUTLET 2.89 0.39 OK 3.87
CI 104 CI 106 139.63 140.08 140.55 140.55 INLET 3.02 0.32 OK 2.33
CI 106 CI 108 138.32 139.08 139.63 INLET 2.81 0.11 OK 2.31
CI 108 CI 110 137.73 138.06 138.08 138.08 INLET 3.24 0.54 OK 9.36
CI 110 CI 113 136.60 137.24 13773 INLET 2.78 0.06 OK 4.92
CI 113 CI 115 136.23 136.49 136.33 136.49 OUTLET 3.24 0.51 OK 17.64
CI 115 CI 102 135.83 136.23 136.13 136.23 OUTLET 3.06 0.25 OK 13.04
CI 102 CI 99 134.49 135.83 135.83 INLET 4.02 0.12 OK 23.03
CI 107 CI 106 139.70 139.42 139.70 OUTLET 2.75 0.25 OK 3.79
CI 109 CI 108 138.37 138.43 138.29 138.43 OUTLET 2.88 0.39 OK 3.81
CI 112 CI111 137.88 137.92 137.14 137.92 OUTLET 2.29 (0.21) OK 3.67
CI111 CI 110 137.88 137.07 137.88 OUTLET 2.62 (0.40) OK 2.84
CI 114 CI 113 136.82 136.67 136.82 OUTLET 2.90 0.40 OK 3.94
DI 117 CI 118 136.91 136.95 136.78 136.95 OUTLET 2.59 0.34 OK 3.01
CI 116 CI 115 136.86 136.76 136.86 OUTLET 2.43 0.30 OK 2.80
CI 103 CI 102 136.90 136.94 136.79 136.94 OUTLET 2.91 0.41 OK 4.10
CI 95 CI 94 138.87 138.95 138.70 138.95 OUTLET 2.75 0.25 OK 3.51
CI 94 CI 97 138.30 138.68 138.87 138.87 INLET 2.83 0.13 OK 2.37
CI 97 CI 98 137.82 138.21 138.30 INLET 3.05 0.20 OK 3.88
CI 98 CI 99 137.50 137.80 137.82 137.82 INLET 3.38 0.18 OK 2.71
CI 99 CI 100 133.12 133.58 133.46 OUTLET 7.62 0.51 OK 34.96
CI 100 CI 101 132.84 133.12 133.12 133.12 INLET 9.09 0.52 OK 24.22
CI 101 DI 246 131.70 132.24 132.78 132.78 INLET 9.43 1.16 OK 47.77
DI 246 P0249 125.50 127.12 125.76 OUTLET 7.55 (1.26) OK 51.47
Pond WSE 125.50
lam Storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Page 9 5118

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(' 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
n= 0.013 STORM DRAINAGE SCHEDULE CONTINUED -E
g= 226
h= 26
INLET 0(t) Q(-) CAPTURED Tc I Cc
INLET Cc INLET JPSTREAE INLET INLET TOTAL INLET PIPE TIME RUNOFF
FROM TO AREAS AREA RUNOFF)ISCHARGI BYPASS BYPASS)ISCHARG AREAS TIME TIME OF CONC.INTENSITY COEFF.
(INLETS) (AC) COEFF. (CFS) (CPS) (CPS) (CPS) (AC) (MIN) (MIN) (MIN) (INIHR)
CI119 CI 120 CI119 0.87 0.40 1.38 0.00 0.19 1.19 0.87 5.00 0.00 5.00 7.29 0.40
CI120 CI 121 CI 120 0.52 0.40 1.02 0.19 0.08 0.94 1.38 5.00 0.21 5.21 7.24 0.40
CI121 CI 122 CI 121 0.49 0.40 0.86 0.08 0.07 0.79 1.87 5.00 0.41 5.41 7.19 0.40
CI122 CI 126 CI 122 0.50 0.40 0.88 0.07 SAG 0.88 2.37 5.00 0.55 5.55 7.16 0.40
CI126 CI 136 CI 128 0.67 0.60 1.61 0.00 0.24 1.36 3.04 5.00 0.65 5.65 7.14 0.44
CI136 CI 138 CI 138 0.05 0.75 0.18 0.00 0.00 0.16 3.10 5.00 0.78 5.78 7.11 0.45
CI138 CI 140 CI 138 0.65 0.35 0.91 0.00 0.08 0.83 3.74 5.00 1.12 8.12 7.04 0.43
CI140 CI 142 CI 140 0.43 0.45 0.88 0.08 0.06 0.80 4.18 5.00 1.32 8.32 6.99 0.43
CI142 CI 144 CI 142 0.42 0.45 0.81 0.06 0.06 0.75 4.59 5.00 1.51 8.51 6.95 0.44
CI 144 CI 146 CI 144 0.42 0.45 0.82 0.06 0.06 0.76 5.01 5.00 1.70 8.70 6.91 0.44
CI146 CI 148 CI 148 0.43 0.45 0.83 0.06 0.06 0.77 5.44 5.00 1.89 8.89 6.87 0.44
CI148 CI 150 CI 148 0.41 0.45 0.81 0.06 0.06 0.75 5.85 5.00 2.06 7.08 6.84 0.44
CI 150 CI 152 CI 150 0.45 0.45 0.88 0.06 0.07 0.80 6.30 5.00 2.22 7.22 6.80 0.44
CI152 CI 162 CI 152 0.35 0.55 0.83 0.07 0.06 0.77 6.65 5.00 2.43 7.43 6.76 0.45
CI162 CI 159 CI 162 0.18 0.65 0.61 0.14 SAG 0.61 6.82 5.00 2.63 7.63 6.72 0.45
CI159 CI 157 CI 159 0.49 0.40 0.83 0.06 0.08 0.75 7.31 5.00 2.80 7.80 6.69 0.45
CI157 CI 155 CI 157 0.39 0.40 0.69 0.08 0.06 0.64 7.70 5.00 2.97 7.97 6.65 0.44
CI155 CI 154 CI 155 0.46 0.40 0.74 0.00 0.08 0.66 8.16 5.00 3.14 8.14 6.62 0.44
CI154 CI 243 CI 154 0.05 0.70 0.15 0.00 0.00 0.15 8.21 5.00 3.41 8.41 6.57 0.44
CI243 CI 190 CI 243 0.16 0.50 0.32 0.00 0.00 0.32 8.37 5.00 3.52 8.52 6.55 0.45
CI190 DI244 CI 190 0.32 0.60 0.77 0.00 0.07 0.70 8.69 5.00 3.57 8.57 6.54 0.45
CI191 CI 192 CI 191 0.22 0.60 0.53 0.00 0.03 0.49 0.22 5.00 0.00 5.00 7.29 0.60
CI192 CI 194 CI 192 0.03 0.60 0.07 0.00 0.00 0.07 0.25 5.00 0.10 5.10 7.27 0.60
CI194 CI 199 CI 194 0.27 0.55 0.59 0.00 0.04 0.55 0.52 5.00 0.52 5.52 7.17 0.57
CI124 CI 123 CI 124 0.46 0.40 0.73 0.00 0.11 0.62 0.46 5.00 0.00 5.00 7.29 0.40
CI123 CI 122 CI 123 0.17 0.75 0.52 0.00 0.04 0.48 0.63 5.00 0.12 5.12 7.26 0.50
CI 61 CI 60 CI81 0.56 0.45 1.01 0.00 II 0.10 0.91 0.56 5.00 0.00 5.00 7.29 0.45
CI60 CI 125 CI 80 0.46 0.50 1.01 0.10 0.08 0.93 1.02 5.00 0.21 5.21 7.24 0.47
CI125 CI 127 CI 125 0.46 0.45 0.92 0.08 0.08 0.83 1.48 5.00 0.56 5.513 7.16 0.47
CI127 CI 137 CI 127 0.67 0.60 1.60 0.00 0.24 1.36 2.15 5.00 0.68 5.68 7.13 0.51
CI137 CI 136 CI 137 0.06 0.75 0.28 0.08 0.00 0.25 2.20 5.00 0.78 5.78 7.11 0.51
CI139 CI 138 CI 139 0.57 0.35 1.05 o.24 0.07 0.98 '® E= 0.00 fin '®
CI 141 CI 140 CI 141 0.46 0.45 0.89 0.07 0.07 0.83 IM®" 0.00 fin '®'
CI 143 CI 142 CI 143 0.42 0.45 0.82 0.07 0.06 0.76 "®®" 0.00 fin '®'
CI 145 CI 144 CI 145 0.42 0.45 0.81 0.06 0.06 '® "®®" 0.00 fin '®'
CI 147 CI 146 CI 147 0.42 0.45 0.82 0.06 0.06 "®®" 0.00 fMIEM '®'
CI 149 CI 148 CI 149 0.42 0.45 0.81 0.06 0.06 "®®" 0.00 fin '®'
CI151 CI 150 CI 151 0.41 0.45 0.80 0.06 0.06 '® "®®" 0.00 ®" '®'
CI153 CI 152 CI 153 0.50 0.45 0.96 0.06 0.08 0.88 '®' ®" 0.00 ®" '®'
DI161 CI 162 DI 161 0.51 0.35 0.]i 0.00 SAG '®� 0.00 ®" '®
DI164 CI 163 DI 164 0.64 0.37 0.95 0.00 SAG 0.95 0.64 5.00 0.00 5.00 7.29 0.37
CI163 CI 162 CI 163 0.49 0.40 0.98 0.19 SAG 0.98 1.14 5.00 0.05 5.05 7.28 0.38
CI160 CI 159 CI 180 0.66 0.35 1.07 0.15 15 0.11 0.98
CI 158 CI 157 CI 158 0.88 0.30 1.13 '®' 0.15 0.98 0.88 5.00 0.00 5.00 7.29 0.30
-
CI156 CI 155 CI 158 0.35 0.50 0.70 0.00 0.07 0.63 0.35 5.00 0.00 5.00 7.29 0.50
CMG( 0.00 0.90 0.00 0.00 0.08 -0.08 0.00 5.00 0.00 5.00 7.29 0.90
lam Storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Ppa 10 of 111

STORM DRAINAGE/HYDRAULIC GRADE LII DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
BEND LOSE K'S
0.013 STORM DRAINAGE SCHEDULE-CONTINUED 90 DEG=0.7 30DEG=0.28
g= 226 60 DEG=0.55 15 DEG=0.10
h= 28 I
0 Q UPSTREAM CI COVER
SIDE- CAPACITY SEGMENT UPPER LOWER TOP BOX COVER 1 BELOW IDESTREA BEND
FROM TO )ISCHARGI STREAM SLOPE DIA. (FULL) V FULL LENGTH TIME INV. INV. ELEV. DEPTH SUBGRADEIUMMATIOI LOSS
(CFS) (CFS) (IN) (CFS) _(FPS) (FT) (MIN) (FT) (FT) (FT) I (8") (CFO) K
CI 119 CI 120 2.52 0.00 0.0134 15 7.5 8.1 I 75 0.21 40.25 139.25 44.20 3.95 2.]0 1.57 0.00 0.00
CI 120 CI 121 4.00 0.00 0.0134 15 7.5 6.1 75 0.21 39.25 138.24 43.19 3.95 2.70 1.57 0.00 0.00
CI 121 CI 122 5.38 0.00 0.0134 18 12.2 6.9 57 0.14 37.99 137.23 42.18 4.19 2.69 1.57 0.00 0.70
CI 122 CI 126 9.07 2.27 0.0062 24 17.7 5.8 33 0.10 37.23 137.03 41.69 4.46 2.46 1.33 2.27 0.40
CI 126 CI 136 11.92 0.00 0.0070 24 18.9 6.0 47 0.13 37.03 136.70 41.69 4.66 2.66 1.53 2.27 0.40
CI 136 CI 138 20.22 0.0063 30 32.6 6.6 137 0.34 36.33 135.46 41.62 5.29 2.79 1.66 10.32 0.00
CI 138 CI 140 23.17 1.46 0.0064 30 32.9 6.7 80 0.20 35.48 134.95 40.76 5.29 2.79 1.67 11.79 0.00
CI 140 CI 142 25.97 - 0.0062 30 32.4 6.6 75 0.19 34.95 134.48 40.25 5.30 2.80 1.68 13.30 0.00
CI 142 CI 144 28.55 0.0063 30 32.5 6.6 75 0.19 34.48 134.01 39.78 5.30 2.80 1.68 14.66 0.00
CI 144 CI 146 31.15 1.37 0.0063 30 32.5 6.6 75 0.19 34.01 133.54 39.31 5.30 2.80 1.68 16.03 0.00
CI 146 CI 148 33.]] 0.0083 38 52.8 ].s ]5 0.1] 33.04 132.57 38.84 5.80 2.80 1.68 1].d2 0.00
CI 148 CI 150 38.3d 0.0083 38 52.9 ].s ]5 0.1] 32.57 132.10 38.37 5.80 2.80 1.68 18.79 0.00
CI 150 CI 152 38.98 0.0063 36 52.8 7.5 93 0.21 32.09 131.51 37.90 5.81 2.81 1.69 20.15 0.00
CI 152 CI 162 41.80 0.0063 36 52.9 7.5 91 0.20 31.51 130.94 37.30 5.79 2.79 1.67 21.80 0.00
CI 162 CI 159 46.92 0.0051 38 47.5 6.7 69 0.17 30.94 130.59 36.78 5.84 2.84 1.71 26.26 0.00
CI 159 CI 157 49.80 0.0049 42 70.7 7.3 75 0.17 30.09 129.72 37.52 7.43 3.93 2.81 27.94 0.00
CI 157 CI 155 52.65 0.0050 42 71.4 7.4 75 0.17 29.72 129.34 38.83 9.12 5.62 4.49 29.88 0.00
CI 155 CI 154 55.02 0.0065 42 81.2 8.4 134 0.26 29.34 128.47 40.14 10.80 730 6.18 31.15 0.70
CI 154 CI243 55.09 0.00 0.0055 42 74.4 7.7 53 0.11 28.47 128.18 42.47 14.00 10.50 9.38 31.15 0.30
CI 243 CI190 55.54 0.00 0.0068 42 82.9 8.6 27 0.05 28.18 128.00 43.74 15.56 12.06 10.94 31.15 0.00
CI 190 DI244 - 0.00 0.0055 42 74.9 7.8 222 0.47 28.00 126.77 43.74 15.74 12.24 11.12 31.15 0.70
CI 191 CI192 0.96 0.00 0.0075 15 5.6 4.6 27 0.10 139.09 138.89 142.84 3.75 2.50 1.38 0.00 0.70
CI 192 CI 194 1.09 0.00 0.0100 15 6.5 5.3 134 0.43 138.89 137.55 142.84 3.95 2.70 1.58 0.00 0.00
CI 194 CI 199 ERMI 0.00 0.0100 15 6.5 5.3 20 0.08 137.55 137.35 141.51 3.96 2.71 1.58 0.00 0.00
CI 124 CI 123 1.34 0.00 0.0075 15 5.6 4.6 33 0.12 138.65 138.41 142.50 3.85 2.60 1.47 0.00 0.40
CI 123 CI 122 2.27 0.00 0.0217 15 65 7.7 45 0.10 138.45 137.48 142.50 4.05 2.80 1.67 0.00 0.40
CI61 CI 60 1.83 0.00 0.0134 15 7.5 6.1 76 0.21 141.51 140.49 145.43 3.92 2.67 1.54 0.00 0.00
CI60 CI 125 3.48 0.00 0.0134 15 7.5 6.1 127 0.35 140.49 138.79 144.41 3.92 2.67 1.54 0.00 0.70
CI 125 CI 127 4.93 0.00 0.0075 15 5.6 4.6 33 0.12 138.79 138.55 142.71 3.92 2.67 1.54 0.00 0.40
CI 127 CI 137 7.77 0.00 0.0149 18 12.8 7.2 47 0.11 138.30 137.60 142.71 4.41 2.91 1.78 0.00 0.40
CI 137 CI 136 0.00 0.0075 18 61 5.2 27 0.09 137.60 137.40 141.82 4.02 2.52 1.39 0.00 0.70
CI 139 CI 138 1.46 0.00 0.0075 15 5.6 4.6 27 0.10 137.01 136.81 140.76 ®NIEM® 0.00 '®'
CI 141 CI 140 0.00 0.0075 15 5.6 4.6 27 0.10 136.50 136.30 1402s ®NIEMMEM 0.00 '®'
CI 143 CI 142 0.00 0.0075 15 5.6 4.6 27 0.10 136.03 135.83 139.78 ®®i fl 0.00 '®'
CI 145 CI 144 1.37 0.00 0.0075 15 5.6 4.6 27 0.10 135.58 135.36 139.31 ®®i fl 0.00 '®'
CI 147 CI 146 1.39 0.00 0.0075 15 5.6 4.6 27 0.10 135.09 134.89 138.84 ®®i 0.00 '®'
CI 149 CI 148 0.00 0.0075 15 5.6 4.6 27 0.10 134.62 134.42 138.37 ®®i fl 0.00 '®'
CI 151 CI 150 I 1. 0.00 0.0075 15 5.6 4.6 27 0.10 134.15 133.95 137.90 3.75 2.50 1.38 0.00 0.70
CI 153 CI 152 1.65 0.00 0.0075 15 5.6 4.6 27 0.10 133.58 133.36 137.31 ®®i ® 0.00 '®'
DI161 CI 162 1.29 0.00 0.0691 15 17.0 13.8 22 0.03 134.34 132.83 137.84 ®i ®® 0.00 '®'
DI164 CI 163 1.74 0.00 0.0229 15 9.8 7.9 22 0.05 133.53 133.03 137.03 3.50 2.25 1.13 0.00 0.00
CI 163 CI 162 3.17 0.00 0.0075 15 5.6 4.6 27 0.10 133.03 132.83 _136.78 3.75 2.50 1.37 0.00 0.70
CI 160 CI 159 0.00 0.00]5 15 5.8 6.8 2] ®®�137.52 ®®fl 0.00 '®'
CI 158 CI 157 0.00 0.0075 15 5.6 4.6 27 CK r138.83 ®®fl 0.00 '®'
CI 158 CI 155 0.00 0.0075 15 5.8 6.8 27 C 0.001 '®'
CI.. 0.01 0.00 0.0100 15 6.5 5.3 74 0.23 139.58 138.84 143.58 4.00 I 2.75 1 1.63 I 0.00 I 0.70
189a Storm.).10 YEAR Oat,3/20,023 Time:3:02 PM Ppa 11 018

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION / //
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY) _
CSB
DESIGN CRITERIA:
n= 0.013 HYDRAULIC GRADE LINE-CONTINUED 1.DESIGN FOR THE 10 YR STORM
g= 226 2.ASSUME TIME OF CONCENTRATION TO
h= 26 AN INDIVIDUAL INLET=5 MIN.(Unless otherwise noted)
INLET W.S.ELEV. I 3.INTENSITY=g/(h+T),FOR 10 YR STORM
OUTLET OUTLET INLET USE FLOW FREE- HGL (gend h were derived from Raleigh-Durham Intensity-
FROMTO W.S.ELE CONTOL CONTROL CONDITIO BOARD TO CROWN COMMENTS CAPACITY VS Duration-Frequency Charts,REF:NC Erosion and
(FT) (FT) (FT) (FT) CONTROL (FT) DISCHARGE Sediment Control Planning and Design Manual)
4.MANNINGS"n"FACTOR=0.013
CI 119 CI 120 141.29 141.44 141.06 141.44 OUTLET 2.76 0.06 OK 4.98
CI 120 CI 121 140.91 141.29 140.33 141.29 OUTLET 1.90 (0.80) OK 3.48
CI 121 CI 122 140.57 140.91 139.14 140.91 OUTLET 1.28 (1.42) OK 8.78
CI 122 CI 128 140.39 140.57 138.59 140.57 OUTLET MEMEGEMMISM
CI 126 CI 138 -� 138.65 140.39 OUTLET 1.30 (1.38) OK 7.00
CI 136 CI 138 138.31 OUTLET 1.57 (1.22) OK 12.34
CI 138 CI 140 139.10 139.56 137.67 139.56 OUTLET 1.20 (1.59) OK 9.70
CI 140 CI 142 138.54 139.10 137.41 -OUTLET 1.16 (1.65) OK 8.41
CI 142 CI 144 13T.87 138.54 137.19 OUTLET 1.24 (1.58) OK 3.92
CI 144 CI 148 137.07 137.87 137.00 137.87 OUTLET 1.44 (1.38) OK 1.33
CI 146 CI 148 136.67 137.07 135.52 137.07 OUTLET 1.77 (1.03) OK 19.03
CI 148 CI 150 136.21 136.67 135.21 lir 67 OUTLET 1.70 (1.10) OK 16.57
CI 150 CI 152 135.62 136.21 134.90 .21 OUTLET 1.69 (1.12) OK 13.82
CI 152 CI 162 134.94 135.62 134.52 135.62 OUTLET 1.68 (1.11) OK 11.06
CI 182 CI 159 134.20 134.94 134.34 134.94 OUTLET 1.83 (1.00) OK 0.55
CI 159 CI 157 133.77 134.20 133.00 134.20 OUTLET 3.33 (0.61) OK 20.87
CI 157 CI 155 133.29 133.77 132.76 MI OUTLET 5.06 (0.55) OK 18.77
CI155 CI 154 132.25 133.29 132.50 OUTLET 6.85 (0.45) OK 26.13
CI 154 CI 243 131.64 132.25 131.63 132.25 OUTLET 10.22 (0.28) OK 19.29
CI 243 CI 190 131.25 131.64 131.37 131.64 OUTLET 12.10 0.04 OK 27.38
CI 190 DI 244 130.96 131.25 131.25 INLET 12.49 0.25 OK 18.18
CI 191 CI 192 139.89 139.91 139.74 139.91 OUTLET 2.93 0.43 OK 4.65
CI 192 CI 194 138.55 138.60 139.55 139.55 INLET 3.29 0.59 OK 5.36
CI 194 CI 199 •. 138.40 138.31 138.40 OUTLET 3.11 0.40 OK 4.32
CI 124 CI 123 140.68 140.71 139.33 140.71 OUTLET 1.78 (0.81) OK 4.28
CI 123 CI 122 140.57 140.68 139.22 140.68 OUTLET 1.82 (0.98) OK 7.24
CI 61 CI 60 142.13 142.21 142.23 142.23 INLET 3.20 0.53 OK 5.64
CI 60 CI 125 141.60 142.13 141.46 142.13 OUTLET 2.28 (0.39) OK 4.00
CI 125 CI 127 141.17 141.60 140.11 141.60 OUTLET 1.10 (1.56) OK 0.67
CI 127 CI 137 140.61 141.17 139.88 141.17 OUTLET 1.54 (1.37) OK 5.04
CI 137 CI 138 140.61 139.25 140.61 OUTLET 1.00 (1.51) OK 1.07
CI 139 CI 138 139.58 139.60 137.70 139.60 OUTLET 1.16 (1.34) OK 4.15
CI 141 CI 140 139.14 137.19 139.14 OUTLET 1.11 (1.39) OK 4.10
CI 143 CI 142 138.58 136.71 138.58 OUTLET 1.20 (1.30) OK 4.25
CI 145 CI 144 137.87 137.91 138.24 137.91 OUTLET 1.40 (1.10) OK 4.24
CI 147 CI 148 137.07 137.11 135.77 137.11 OUTLET 1.73 (0.77) OK 4.22
CI 149 CI 148 136.71 135.30 136.71 OUTLET 1.66 (0.84) OK 4.24
CI 151 CI 150 136.21 136.24 134.83 136.24 OUTLET 1.66 (0.84) OK 4.25
CI 153 CI 152 135.62 135.67 134.26 135.67 OUTLET 1.64 (0.88) OK 3.98
DI181 CI 162 134.94 134.97 135.01 135.01 INLET 2.83 0.58 OK 15.69
DI184 CI 163 135.14 135.17 134.24 135.17 OUTLET 1.86 (0.39) OK 8.03
CI 163 CI 162 134.94 135.14 133.94 135.14 OUTLET 1.64 (0.86) OK 2.43
CI 180 CI 159 134.63 134.48 134.63 OUTLET 2.90 0.39 OK 3.93
-
CI 158 CI 157 135.95 135.81 135.95 OUTLET 2.88 0.38 OK 3.68
-
CI156 CI 155 137.22 137.06 137.22 OUTLET 2.92 0.42 OK 4.34
140.28 140.28 140.20 140.28 OUTLET 3.30 0.55 OK 6.45
lam storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Page 1]of 16

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(' 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
n= 0.013 STORM DRAINAGE SCHEDULE CONTINUED -E
g= 226
h= 26
INLET 0(t) Q(-) CAPTURED Tc I Cc
INLET Cc INLET JPSTREAE INLET INLET TOTAL INLET PIPE TIME RUNOFF
FROM TO AREAS AREA RUNOFF)ISCHARGI BYPASS BYPASS)ISCHARG AREAS TIME TIME OF CONC.INTENSITY COEFF.
(INLETS) (AC) COEFF. (CFS) (CPS) (CPS) (CPS) (AC) (MIN) (MIN) (MIN) (INIHR)
CI191 CI 192 CI 191 0.24 0.60 0.64 0.08 0.05 0.59
CI193 CI 200 CI 193 0.27 0.55 0.85 0.05 0.05 '®®" 0.00 fMIEM '®
CI 197 CI 200 CI 197 0.49 0.50 1.09 0.11 0.11 "®' fi 0.00 fin '®'
01185 CI 166 CI 165 0.39 0.40 0.82 0.00 0.03 0.59 0.39 5.00 0.00 5.00 7.29 0.40
CI 166 CI 167 CI 168 0.39 0.50 0.77 0.00 0.08 0.71 0.77 5.00 0.10 5.10 7.27 0.45
CI 167 CI 169 CI 167 0.33 0.50 0.73 0.06 0.04 0.89 1.11 5.00 0.39 5.39 7.20 0.48
CI 169 CI 171 CI 169 0.32 0.50 0.88 0.04 0.05 0.84 1.43 5.00 0.89 5.69 7.13 0.47
CI171 CI 82 CI 171 0.31 0.50 0.88 0.05 0.04 0.82 1.74 5.00 0.95 5.95 7.07 0.48
CI 82 CI 173 CI 62 0.32 0.50 0.88 0.04 0.04 0.84 2.08 5.00 1.18 6.16 7.03 0.48
CI173 CI 174 CI 173 0.32 0.50 0.88 0.04 0.04 0.84 2.38 5.00 1.38 6.38 6.98 0.48
CI174 CI 178 CI 174 0.28 0.50 0.81 0.04 0.04 0.57 2.88 5.00 1.80 8.60 6.93 0.49
CI 176 CI 178 CI 176 0.34 0.50 0.71 0.04 0.05 0.88 2.99 5.00 1.81 6.81 6.89 0.49
CI178 CI 179 CI 178 0.34 0.50 0.72 0.05 0.05 0.87 3.33 5.00 2.03 7.03 6.84 0.49
CI179 CI 181 CI 179 0.35 0.50 0.75 0.05 0.05 0.70 3.88 5.00 2.22 7.22 6.80 0.49
CI181 CI 183 DBL CI 181 0.29 0.50 0.83 0.05 0.04 0.80 3.97 5.00 2.41 7.41 6.76 0.49
CI 183 DBL CI 188 CI 183 DBL 0.49 0.45 1.06 0.17 SAG 1.08 4.48 5.00 2.80 7.60 6.73 0.49
CI188 CI 189 CI 188 0.55 0.50 1.16 0.06 0.14 1.02 5.01 5.00 2.82 7.62 6.72 0.49
CI189 CI 186 CI 189 0.33 0.50 0.74 0.08 0.06 0.89 5.34 5.00 2.87 7.87 6.87 0.49
CI186 CI 184 CI 186 0.45 0.45 0.81 0.00 0.08 0.73 5.80 5.00 3.05 8.05 6.84 0.49
CI184 CI 231 CI 184 0.06 0.60 0.14 0.00 0.00 0.14 5.88 5.00 3.38 8.36 6.58 0.49
CI231 CI 232 CI 231 0.02 0.65 0.06 0.00 0.00 0.08 5.88 5.00 3.42 8.42 6.57 0.49
CI232 CI 198 CI 232 0.03 0.65 0.07 0.00 0.00 0.07 5.90 5.00 3.53 8.53 6.55 0.49
CI198 CI 199 CI 198 0.45 0.60 1.08 0.00 0.13 0.95 8.35 5.00 3.95 8.95 6.47 0.50
CI199 CI 200 CI 199 0.19 0.60 0.46 0.00 0.00 0.46 8.54 5.00 3.99 8.99 6.46 0.50
CI200 DI 247 CI 200 0.27 0.45 0.49 0.00 0.00 0.49 8.81 5.00 4.04 9.04 6.45 0.50
DI 247 DI 244 DI 247 0.00 0.90 0.00 0.00 0.00 0.00 8.81 5.00 4.43 9.43 6.38 0.50
DI 244 DI 246 DI 244 0.00 0.90 0.00 0.00 0.00 0.00 8.81 5.00 4.87 9.87 6.30 0.50
CI 168 CI 169 CI 168 0.42 0.55 0.95 0.03 0.08 0.87 "®®" 0.00 fMIEM '®
CI170 CI 171 CI 170 0.24 o.ss 0.80 0.09 0.03 0.57 '®' ®" 0.00 fMIEM '®
CI172 CI 173 CI 172 0.41 0.55 0.93 0.03 0.08 "®®" 0.00 fMIEM '®
a 175 CI 176 CI 175 0.45 o.ss 1.08 0.09 0.09 0.99 "®®" 0.00 nn '®
CI177 CI 178 CI 177 0.26 0.55 0.86 0.09 0.04 o.62 fi®" 0.00 nn '®
CI180 CI 181 CI 180 0.43 0.55 0.98 0.04 0.09 "®®" 0.00 nn '®
CI187 CI 182 CI 187 0.41 0.55 0.96 0.07 0.10 0.87 0.41 5.00 0.00 5.00 7.29 0.55
CI182 CI 183 DBL CI 182 0.19 0.55 0.80 0.18 SAG 0.80 0.80 5.00 0.08 5.06 7.28 0.55
CI185 CI 186 CI 185 0.36 0.50 0.]3 0.00 0.0] �� 0.00 f� '®'
CI)00( 0.00 0.99 0.00 0.00 0.12 -0.11 0.00 5.00 0.00 5.00 7.29 0.99
CI196 CI 232 CI 196 0.41 0.60 1.00 0.01 0.11 0.89 0.41 5.00 0.35 5.35 7.21 0.60
CI118 CI 132 CI 118 0.68 0.40 1.08 0.00 0.13 0.98 0.88 5.00 0.00 5.00 7.29 0.40
CI132 CI 133 CI 132 0.22 0.55 0.47 0.00 0.03 0.44 0.89 5.00 0.13 5.13 7.26 0.44
CI133 CI 134 CI 133 0.59 0.55 1.32 0.03 0.18 1.14 1.48 5.00 0.55 5.55 7.16 0.48
CI134 CI 201 CI 134 0.14 0.60 0.52 0.18 SAG 0.52 1.82 5.00 0.74 5.74 7.12 0.49
CI201 CI 203 CI 201 0.29 0.50 0.80 0.03 0.04 0.57 1.91 5.00 0.89 5.89 7.09 0.49
CI203 CI 205 CI 203 0.26 0.50 0.87 0.14 0.03 0.84 2.17 5.00 1.31 8.31 7.00 0.49
CI205 CI 207 CI 205 0.32 0.50 0.72 0.09 0.14 0.58 2.49 5.00 1.54 8.54 6.95 0.49
CI207 CI 209 CI 207 0.48 0.50 0.95 0.00 0.09 0.88 2.98 5.00 1.75 6.75 6.90 0.50
CI209 CI 211 CI 209 0.62 0.50 1.25 0.00 0.18 1.07 3.58 5.00 2.34 7.34 6.78 0.50
CI211 CI 213 CI 211 0.64 0.50 1.45 0.18 0.18 1.27 4.22 5.00 2.71 7.71 6.70 0.50
CI213 CI 225 CI 213 0.64 0.50 1.45 0.18 0.18 1.27 4.88 5.00 3.09 8.09 6.63 0.50
CI225 DI 226 CI 225 0.11 0.45 0.43 0.23 0.00 0.42 4.97 5.00 3.28 8.28 6.59 0.50
DI 226 CI 181 DI 228 0.34 0.50 0.88 0.00 SAG 0.88 5.31 5.00 3.32 8.32 6.58 0.50
CI128 CI 133 CI 128 0.81 0.40 1.43 0.13 I 0.19 11.24 WEIMMEM
0.00 fin r
CI130 CI 129 CI 130 0.68 0.40 1.21 0.12 0.12 1.09 0.88 5.00 0.00 5.00 7.29 0.40
CI129 CI 134 CI 129 0.08 0.60 0.30 0.12 0.30 0.78 5.00 0.02 5.02 7.29 0.42
lam Storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Page 13 of 13

STORM DRAINAGE/HYDRAULIC GRADE LII DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
BEND LOSE K'S
0.013 STORM DRAINAGE SCHEDULE-CONTINUED 90 DEG=0.7 30DEG=0.28
g= 226 60 DEG=0.55 15 DEG=0.10
h= 28 I
0 Q UPSTREAM CI COVER
SIDE- CAPACITY SEGMENT UPPER LOWER TOP BOX COVER 1 BELOW IDESTREA BEND
FROM TO )ISCHARGI STREAM SLOPE DIA. (FULL) V FULL LENGTH TIME INV. INV. ELEV. DEPTH SUBGRADEUMMATIOI LOSS
(CFS) (CFS) (IN) ,(CFS) (FPS) (FT) (MIN) (FT) (FT) (FT) (8") (CFO) K
CI 191 CI 192 1.03 0.00 0.0075 15 5.6 4.6 27 0.10 139.48 139.26 142.84
CI 193 CI200 0.00 0.0100 15 8.5 5.3 20 0.08 131.]8 13].56 141.51 ®NIIIMMEM 0.00 '®'
CI 197 CI 200 0.00 0.0100 15 8.5 5.3 20 0.06 131.]8 13].56 141.51 ®NIIIMMEM 0.00 '®'
CI 165 CI186 1.13 0.00 0.0075 15 5.6 4.6 27 0.10 141.64 41.44 145.39 3.75 2.50 1.38 0.00 0.70
CI 166 CI187 2.53 0.00 0.0064 15 5.2 4.2 75 0.30 141.34 40.86 145.40 4.06 2.81 1.69 0.00 0.00
CI 167 CI 189 3.71 0.00 0.0064 15 5.2 4.2 75 0.30 140.88 40.38 144.45 3.59 2.34 1.21 0.00 0.00
CI 169 CI 171 6.50 0.0068 18 8.6 4.9 75 0.26 140.13 39.62 144.43 4.30 2.80 1.68 1.68 0.00
CI 171 CI 62 8.50 0.0065 24 18.3 5.8 75 0.22 139.12 38.63 143.95 4.82 2.82 1.70 2.62 0.00
CI62 CI 173 9.58 0.00 0.0064 24 18.1 5.8 75 0.22 138.63 38.15 143.46 4.83 2.83 1.71 2.62 0.00
CI 173 CI174 12.28 0.0064 24 18.1 5.8 75 0.22 138.15 37.87 142.98 4.83 2.83 1.70 4.26 0.00
CI174 CI176 13.21 0.00 0.0064 24 18.1 5.8 75 0.22 137.67 37.19 142.50 4.83 2.83 1.70 4.26 0.00
CI176 CI178 16.12 0.0064 24 18.1 5.8 75 0.22 137.19 36.71 142.01 4.82 2.82 1.70 6.08 0.00
CI178 CI179 18.25 1.04 0.0064 30 32.8 6.7 75 0.19 136.21 35.73 141.53 5.32 2.82 1.69 7.12 0.00
CI179 CI181 19.38 0.00 0.0080 30 31.] B.d ]5 0.19 135.73 35.28 141.05 5.32 2.82 1.69 7.12 0.00
CI 181 CI 183 DBL 61.53 0.0038 68 88.1 ].0 ]] 0.18 129.07 28.78 140.56 11.49 7.49 8.37 48.36 0.00
CI183 DBL CI 188 65.35 0.0062 48 112.7 9.0 15 0.03 128.78 28.69 140.13 11.35 7.35 8.23 50.77 0.00
CI188 CI189 67.19 0.00 0.0035 48 84.5 6.7 101 0.25 128.69 28.34 140.17 11.48 7.48 8.35 50.77 0.00
CI189 CI186 68.18 0.00 0.0036 48 85.9 6.8 73 0.18 128.34 28.08 141.15 12.81 8.81 7.68 50.77 0.00
CI186 CI184 70.76 0.0040 48 90.9 7.2 135 0.31 128.08 27.54 141.91 13.83 9.82 8.70 52.09 0.70
CI184 CI231 70.82 0.00 0.0041 48 92.5 7.4 27 0.06 127.54 27.43 143.32 15.78 11.78 10.66 52.09 0.40
CI231 CI232 70.89 0.00 0.0040 48 91.0 7.2 45 0.10 127.43 27.25 143.33 15.90 11.90 10.78 52.09 0.40
CI232 CI198 86.39 15= 0.0045 48 96.3 7.6 196 0.43 127.25 26.37 143.45 16.20 12.20 11.08 67.55 0.00
CI198 CI199 87.91 1 0.00 0.0050 48 101.8 8.1 20 0.04 128.37 26.27 141.51 15.14 11.14 10.02 67.55 0.70
CI199 CI200 90.76 2. 0.0075 54 170.8 10.7 27 0.04 125.77 25.57 141.45 15.68 11.18 10.06 69.69 0.90
CI200 DI247 94.40 0.0057 54 148.2 9.3 222 0.40 125.57 24.31 141.45 15.88 11.38 10.26 72.57 0.90
DI247 DI244 94.16 0.00 0.0054 60 191.8 9.7 255 0.44 123.81 22.43 136.00 12.19 719 8.07 72.57 0.90
DI244 DI246 1 0.0059 68 257.1 10.8 311 0.48 122.18 20.36 137.89 15.71 10.21 9.08 129.33 0.90
CI168 CI189 0.00 0.0075 15 5.6 4.6 27 0.10 140.68 140.48 144.43 ®®i 0.00 '®'
CI170 CI171 0.00 0.0075 15 5.6 4.6 27 0.10 140.20 140.00 143.95 ®®i ® 0.00 '®'
CI172 CI173 0.00 0.0075 15 5.6 4.6 27 0.10 139.23 139.03 142.98 ®flfl 0.00 '®'
CI 175 CI 1]6 0.00 0.0075 15 5.6 4.6 27 0.10 mgEmEnmpi42.oi ®®MEM 0.00 '®'
CI 177 CI178 1.04 0.00 0.0075 15 5.6 4.6 27 0.10 13]]8 137.58 141.53 ®®MEM 0.00 '®'
CI180 CI181 0.00 0.0075 15 5.6 4.6 27 0.10 136.84 136.84 140.56 ®®® 0.00 '®'
CI187 CI182 1.64 0.00 0.0060 15 5.0 4.1 14 0.08 136.42 136.34 140.17 3.75 2.50 1.37 0.00 0.70
CI 182 CI 183 DBL 0.00 0.0075 15 5.6 4.6 27 0.10 136.34 136.14 140.13 3.79 2.54 1.42 0.00 0.70
CI 185 CI 186 0.00 0.0075 15 5.6 4.6 27 0.10 138.18 137.98 141.91 ®®® 0.00 KEE
0.01 0.00 0.0100 15 8.5 5.3 110 0.35 140.54 139.44 144.55 4.01 2.76 1.63 0.00 0.70
CI 196 CI232 1.791 0.00 0.0075 15 5.6 4.6 27 0.10 139.44 139.24 143.45 4.01 2.76 1.64 0.00 0.70
C 118 CI132 1.98 0.00 0.0062 15 5.1 4.1 33 0.13 141.79 141.59 45.54 3.75 2.50 1.37 0.00 0.70
C 132 CI133 2.83 0.00 0.0129 15 7.3 6.0 151 0.42 141.59 139.64 45.54 3.95 2.70 1.57 0.00 0.00
C 133 CI134 7.47 2.37 0.0051 24 16.1 5.1 59 0.19 138.93 138.83 43.59 4.66 2.66 1.53 2.37 0.40
C 134 CI201 10.35 2.31 0.0049 24 15.8 5.0 45 0.15 138.63 138.41 43.07 4.44 2.44 1.32 4.68 0.40
C 201 CI203 15.77 W43 0.0050 24 16.1 5.1 127 0.41 138.41 137.77 43.31 4.90 2.90 1.77 9.11 0.00
C 203 CI205 17.72 1.12 0.0049 30 28.8 5.9 80 0.23 137.27 136.88 44.13 6.86 4.36 3.24 10.23 0.00
C 205 CI207 19.66 0.89 0.0050 30 29.0 5.9 75 0.21 136.88 136.50 44.65 7.78 5.28 4.15 11.12 0.00
C 207 CI209 22.72 1.48 0.0050 38 47.1 6.6 235 0.59 136.00 134.83 45.14 9.14 6.14 5.01 12.60 0.00
C 209 CI211 26.31 0.0050 38 47.0 6.6 150 0.38 134.83 134.08 44.40 9.57 6.57 5.45 14.25 0.00
C 211 CI213 30.08 1.76 0.0050 38 47.2 6.7 150 0.38 134.08 133.33 42.48 8.40 5.40 4.28 16.01 0.00
C 213 CI225 34.35 2.32 0.0040 38 42.2 6.0 70 0.20 133.33 133.05 40.55 7.22 4.22 3.10 18.34 0.70
C 225 DI 226 38.42 0.0092 38 Bd.O 9.0 22 0.04 131.70 131.50 39.90 8.20 5.20 4.08 22.17 0.00
D 226 CI 181 0.00 0.00]6 62 8].4 9.1 322 0.59 131.50 129.07 40.18 8.68 5.18 4.08 22.17 0.70
CI128 CI133 2.37 0.00 0.0062 15 5.1 4.1 33 0.13 MOM 143.59 ®®i ® 0.00 '®'
CI130 CI129 1.98 0.00 0.0101 15 8.5 5.3 6 0.02 139.33 139.27 143.08 3.75 2.50 1.38 0.00 0.70
CI129 CI134 0.00 0.0062 15 5.1 4.1 33 0.13 139.20 139.00 143.07 3.87 2.62 1.50 0.00 0.70
lam Sbrm.4u 10 vEM2 Dale:3/20,023 Time:3:03 PM Ppa 14 of 16

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION / //
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY) _
CSB
DESIGN CRITERIA:
n= 0.013 HYDRAULIC GRADE LINE-CONTINUED 1.DESIGN FOR THE 10 YR STORM
g= 226 2.ASSUME TIME OF CONCENTRATION TO
26 AN INDIVIDUAL INLET=5 MIN.(Unless otherwise noted)
_ INLET W.S.ELEV. I 3.INTENSITY=g/(h+T),FOR 10 YR STORM
OUTLET OUTLET INLET USE FLOW FREE- HGL (g and h were derived from Raleigh-Durham Intensity-
FROM TO W.S.ELE CONTOL CONTROL CONDITIO BOARD TO CROWN COMMENTS CAPACITY VS Duration-Frequency Charts,REF:NC Erosion and
(FT) (FT) (FT) (FT) CONTROL (FT) DISCHARGE Sediment Control Planning and Design Manual)
4.MANNINGS"n"FACTOR=0.013
CI 191 CI 192 140.26 140.28 140.12 140.28 OUTLET 2.56 0.43 OK 4.57
CI 193 CI 200 038.56 I 138.58 138.42 138.58 OUTLET 2.93 0.43 OK 5.37
CI 197 CI 200 1111a 138.62 138.48 138.62 OUTLET 2.90 0.39 OK 4.67
CI 185 CI 166 142.44 142.47 142.30 142.47 OUTLET 2.93 0.42 OK 4.48
CI 166 CI 167 141.88 142.03 142.15 142.15 INLET 3.25 0.44 OK 2.63
CI 167 CI 169 141.46 141.79 141.88 141.88 INLET 2.57 0.23 OK 1.46
CI 189 CI 171 140.82 141.23 141.46 - INLET 2.97 0.17 OK 2.14
CI 171 CI 62 140.32 140.50 140.44 OUTLET 3.45 0.62 OK 9.79
CI 62 CI 173 140.11 140.32 140.03 140.32 OUTLET 3.14 0.31 OK 8.52
CI 173 CI 174 139.74 140.11 139.81 OUTLET 2.87 0.05 OK 5.82
CI 174 CI 176 139.33 139.74 139.43 139.74 OUTLET 2.75 (0.07) OK 4.88
CI 176 CI 178 138.31 138.93 139.33 MINIMI INLET 2.68 (0.14) OK 1.98
CI 178 CI 179 137.77 138.04 138.06 138.06 INLET 3.47 0.65 OK 14.56
CI 179 CI 181 137.46 137.77 137.65 137.77 OUTLET 3.28 0.47 OK 12.32
CI 181 CI 183 DBL 137.10 137.46 132.10 OUTLET 3.11 (4.39) OK 26.56
CI 183 DBL CI 188 136.82 137.10 131.95 OUTLET 3.04 (4.32) OK 47.39
CI 188 CI 189 136.34 136.82 131.92 136.82 OUTLET 3.35 (4.13) OK 17.29
CI 189 CI 186 135.91 136.34 131.61 136.34 OUTLET 4.81 (4.00) OK 17.77
CI 186 CI 184 134.95 135.91 131.45 OUTLET 6.00 (3.83) OK 20.15
CI 184 CI 231 134.40 134.95 130.91 134.95 OUTLET 8.37 (3.41) OK 21.69
CI 231 CI 232 133.81 134.40 130.80 134.40 OUTLET 8.93 (2.97) OK 20.07
CI 232 CI 198 132.68 133.81 131.29 133.81 ���'�
CI 198 CI 199 131.63 132.68 130.48 I 132.88 OUTLET 8.84 (2.30) OK 13.66
CI 199 CI 200 130.83 131.63 129.42 131.63 OUTLET 9.82 (1.36) OK 80.01
CI 200 DI 247 129.51 130.83 129.34 130.83 a OUTLET 10.62 (0.76) OK 53.84
DI 247 DI 244 128.66 129.51 127.30 129.51 OUTLET 6.49 (0.70) OK 97.43
DI 244 DI 246 128.66 126.66 OUTLET 9.23 (0.98) OK 106.39
CI 188 CI 169 141.54 141.39 141.54 OUTLET 2.89 0.39 OK 3.93
CI 170 CI 171 141.02 140.85 141.02 OUTLET 2.93 0.43 OK 4.66
CI 172 CI 173 140.16 139.93 140.16 OUTLET 2.82 0.32 OK 3.97
CI 175 C1178 139.39 138.98 139.39 OUTLET 2.62 0.12 OK 3.79
CI 177 CI 178 138.58 138.60 138.44 138.60 OUTLET 2.93 0.43 OK 4.57
CI 180 CI 181 - 137.70 137.55 137.70 OUTLET 2.86 0.39 OK 3.89
CI 187 CI 182 137.34 137.38 137.12 137.38 OUTLET 2.78 0.29 OK 3.36
CI 182 CI 183 DBL 137.25 137.13 137.25 OUTLET 2.88 0.34 OK 3.20
CI 185 CI 186 138.99 138.84 138.99 OUTLET 2.91 0.42 OK 4.29
140.44 140.44 141.17 141.17 INLET 3.38 0.62 OK 6.45
CI 196 CI 232 140.24 140.30 140.16 140.30 OUTLET 3.15 0.39 OK 3.82
CI 118 CI 132 142.65 142.73 142.53 142.73 OUTLET 2.80 0.31 OK 3.09
CI 132 CI 133 142.32 142.65 142.44 142.65 OUTLET 2.89 0.19 OK 4.52
C1133 CI 134 142.16 142.32 140.17 142.32 OUTLET 1.27 (1.39) OK 8.63
CI 134 CI 201 141.90 142.16 140.10 142.16 OUTLET 0.91 (1.53) OK 5.48
CI 201 CI 203 141.06 141.90 140.50 141.90 OUTLET 1.40 (1.49) OK 0.29
CI 203 CI 205 140.79 141.06 139.08 141.06 OUTLET 3.07 (1.29) OK 11.09
CI 205 CI 207 140.47 140.79 138.82 140.79 OUTLET 3.86 (1.42) OK 9.35
CI 207 CI 209 140.11 140.47 13795 140.47 OUTLET 4.67 (1.47) OK 24.34
CI 209 CI 211 139.75 140.11 136.92 OUTLET 4.29 (2.28) OK 20.70
CI 211 CI 213 139.28 139.75 136.36 139.75 OUTLET 2.73 (2.67) OK 17.09
CI 213 CI 225 138.63 139.28 135.85 139.28 OUTLET 1.27 (2.95) OK 7.82
CI 225 DI 226 138.28 138.63 134.47 OUTLET 1.27 3.93) OK 25.55
DI 226 CI 181 6 138.28 133.98 138.28 OUTLET 1.90 (3.28) OK 47.92
CI 128 CI 133 142.32 142.43 140.63 142.43 OUTLET 1.16 (1.34) OK 2.70
CI 130 CI 129 142.28 142.34 140.07 142.34 OUTLET 0.75 (1.76) OK 4.50
CI 129 CI 134 142.18 142.28 139.98 142.28 OUTLET 0.80 (1.83) OK 2.75
tesa aNrm.m.10 YEAR Dale:3/20,023 Time:3:03 PM Page 16 016

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(' 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
n= 0.013 STORM DRAINAGE SCHEDULE CONTINUED -E
g= 226
h= 26
INLET 0(t) Q(-) APTURED Tc I Cc
INLET Cc INLET JPSTREAB INLET INLET TOTAL INLET PIPE TIME RUNOFF
FROM TO AREAS AREA RUNOFF)ISCHARGI BYPASS BYPASS ISCHARG AREAS TIME TIME OF CONC.INTENSITY COEFF.
(INLETS) (AC) COEFF. (CFS) (CPS) (CPS) (CPS) (AC) (MIN) (MIN) (MIN) (INIHR)
CI131 CI 135 CI131 0.50 0.55 1.11 0.00 0.12 0.99 0.50 5.00 0.00 5.00 7.29 0.55
CI135 CI 202 CI 135 0.36 0.55 0.80 0.00 0.07 0.73 0.87 5.00 0.13 5.13 7.28 0.55
CI202 CI 201 CI 202 0.23 0.60 0.81 0.07 0.03 0.58 1.09 5.00 0.28 5.26 7.23 0.56
CI204 CI 203 CI 204 0.28 0.55 0.64 0.03 0.08 0.56 '®®" 0.00 fin '®
CI206 CI 205 CI 208 0.22 0.55 0.56 0.07 0.03 '® '®®" 0.00 fin '®
CI208 CI 207 CI 208 0.37 0.55 0.81 0.00 0.07 WIEMMEMEZEM 0.00 fMIEM '®
CI210 CI 209 CI 210 0.41 0.55 0.91 0.00 0.10 0.81 n 0.00 fMIM '®
CI212 CI 211 CI 212 0.44 0.55 1.07 0.10 0.11 0.96 KIEMEIM 0.00 fMIEM '®
CI214 CI 213 CI 214 0.64 0.50 1.39 0.11 0.18 ® M. 0.00 .31.....E.
CI222 CI 224 CI 222 0.35 0.50 0.83 0.14 0.08 0.78 0.35 5.00 0.00 5.00 7.29 0.50
CI224 CI 225 CI 224 0.41 0.50 1.06 0.24 SAG 1.08 0.78 5.00 0.05 5.05 7.28 0.50
CI)00( CI XXX CI)00( 0.00 0.55 0.00 0.00 0.05 -0.O5 0.00 5.00 0.00 5.00 7.29 0.55
CI XXX CI XXX CI)00( 0.00 0.55 DOS O.O5 0.03 0.02 0.00 5.00 0.21 5.21 7.24 0.55
CI XXX CI XXX CI)00( 0.00 0.55 0.03 0.03 0.03 0.01 0.00 5.00 0.38 5.38 7.20 0.55
CI XXX CI XXX CI)00( 0.00 0.55 0.00 0.00 0.14 -0.14 0.00 5.00 0.49 5.49 7.18 0.55
CI XXX CI XXX CI)00( 0.00 0.50 0.14 0.14 0.06 0.08 0.00 5.00 0.88 5.88 7.09 0.55
CI XXX CI 223 CI)00( 0.00 0.50 0.06 0.06 0.07 -0.01 0.00 5.00 1.30 6.30 7.00 0.55
CI223 CI 225 CI 223 0.31 0.50 0.69 0.07 0.05 0.64 0.31 5.00 1.47 6.47 6.96 0.50
CI220 CI221 CI 220 0.58 0.50 1.29 0.13 0.14 1.14 0.58 5.00 0.00 5.00 7.29 0.50
CI221 CI219 CI 221 0.37 0.50 0.80 0.06 0.07 0.73 0.95 5.00 0.10 5.10 7.27 0.50
CI219 CI240 CI 219 0.28 0.50 0.56 0.00 0.06 0.50 1.23 5.00 0.76 5.76 7.12 0.50
CI240 CI217 CI 240 0.07 0.45 0.15 0.02 0.00 0.15 1.30 5.00 1.02 6.02 7.06 0.50
CI217 CI234 CI217 0.18 0.55 0.40 0.00 0.02 0.38 1.48 5.00 1.28 6.28 7.00 0.50
CI234 CI235 CI234 0.07 0.45 0.17 0.04 0.00 0.17 1.55 5.00 1.44 8.44 6.97 0.50
CI235 CI236 CI235 0.28 0.50 0.56 0.00 0.04 0.52 1.83 5.00 1.63 6.63 6.93 0.50
CI236 CI237 CI238 0.01 0.35 0.02 0.00 0.00 0.02 1.84 5.00 2.08 7.08 6.83 0.50
01237 CI238 CI237 0.07 0.50 0.14 0.00 0.00 0.14 1.91 5.00 2.31 7.31 6.78 0.50
CI238 CI232 CI238 0.10 0.65 0.27 0.00 0.01 0.26 2.01 5.00 2.54 7.54 6.74 0.51
CI218 CI219 CI218 0.49 0.55 1.22 0.14 0.13 1.09 "®' fl 0.00 fMIEM '®
CI216 CI217 CI218 0.21 0.55 o.so 0.03 0.14 0.35 '®®" 0.00 fMIEM '®
CI233 CI234 CI233 0.23 0.55 0.56 DOS 0.03 0.52 '®®" 0.00 fin '®
CI 215 CI235 CI215 0.29 0.55 0.64 0.00 0.05 0.59 '®' ME 0.00 fin '®
CI195 CI238 CI195 0.43 0.60 1.03 0.00 0.01 "®®" o.00 ®" n '®'
CI250 CI101 CI250 0.21 0.60 0.49 0.0o I 0.03 o.48 '®®" 0.00 ®" n '®'
CI252 CI13 CI252 0.41 0.60 0.98 0.00 0.00 0.98 "®®" 0.00 ®" n '®'
CI253 CI11 CI253 0.22 0.65 0.56 0.00 0.04 0.52 'n 0.00 fine
CI251 CI55 CI251 0.44 0.60 1.04 0.00 0.12 0.93 I 0.44 I 5.00 I 0.00 I 5.00 1 7.29 I 0.60
lam Storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Page 18 018

STORM DRAINAGE/HYDRAULIC GRADE LII DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION/ /
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
BEND LOSE K'S
0.013 STORM DRAINAGE SCHEDULE-CONTINUED 90 DEG=o.] 30DEG=0.28
g= 226 60 DEG=0.55 15 DEG=0.10
h= 28 I
0 Q UPSTREAM CI COVER
SIDE- CAPACITY SEGMENT UPPER LOWER TOP BOX COVER 1 BELOW IDESTREA BEND
FROM TO )ISCHARG':STREAM SLOPE DIA. (FULL) V FULL LENGTH TIME INV. INV. ELEV. DEPTH SUBGRADEUMMATIOI LOSS
(CPS) (CFS) (IN) (CFS) (FPS) (FT) (MIN) (FT) (FT) (FT) (8") (CFO) K
--
CI131 CI 135 2.02 0.00 0.0061 15 5.1 4.1 33 0.13 139.88 139.88 143.83 3.75 250 1.37 0.00 0.40
CI135 CI202 3.47 0.00 0.0100 15 8.5 5.3 41 0.13 139.68 139.27 143.90 4.22 2.97 1.84 0.00 0.40
CI202 CI201 0.00 0.0075 15 5.6 4.6 27 0.10 139.27 139.07 143.31 4.04 2.79 1.68 0.00 0.70
CI204 CI203 1.12 0.00 0.0075 15 5.6 4.8 270.10 =DM= 144.13 ®MIIIMMEM 0.00 '®'
CI206 CI205 0.89 0.00 0.0075 15 5.6 4.6 27 0.10 140.90 140.70 144.85 ®MIIMMEM 0.00 '®'
CI208 CI207 0.00 0.0075 15 5.6 4.6 27 0.10 MEM= 145.14 ®MIIIM® 0.00 '®'
CI210 CI209 0.00 0.0075 15 5.6 4.6 27 0.10 MEM= 144.40 ®MIIIM® 0.00 '®'
CI212 CI211 0.00 0.0075 15 5.6 4.6 27 0.10 MENEM 142.48 ®MIIIMMEM 0.00 '®'
CI214 CI213 2.32 0.00 0.0075 15 5.6 4.6 27 0.10 138.80 136.80 140.55 ®MIIMMEM 0.00 '®'
CI222 CI224 1.26 0.00 0.0100 15 8.5 5.3 15 0.05 138.19 136.04 139.94 3.75 2.50 1.37 0.00 0.70
CI224 CI 225 0.00 0.0075 18 E1 5.2 27 0.09 138.04 135.84 139.90 3.86 2.36 1.24 0.00 0.70
------CI XXX CI XXX 0.00 0.00 0.0100 15 8.5 5.3 67 0.21 140.78 140.11 144.89 3.91 2.66 1.54 0.00 0.00
CI XXX CI XXX 0.00 0.00 0.0100 15 8.5 5.3 54 o.17 140.11 139.57 144.06 3.95 2.70 1.57 0.00 0.70
CI XXX CI XXX 0.00 0.00 0.0064 15 5.2 4.2 27 al 1 139.73 139.56 143.54 3.81 2.56 1.44 0.00 0.55
CI XXX CI XXX 0.00 0.00 0.0109 15 8.7 5.5 129 0.39 139.513 138.16 143.54 3.98 2.73 1.60 0.00 0.00
CI XXX CI XXX 0.00 0.00 0.0100 18 10.5 5.9 148 o.42 137.91 136.43 142.15 4.25 2.75 1.62 0.00 0.00
CI XXX CI 223 0.00 0.00 0.0100 24 22.6 7.2 75 o.17 135.93 135.18 140.85 4.72 2.72 1.60 0.00 0.00
CI 223 CI 225 0.00 0.0100 30 41.0 8.3 15 am 134.68 134.53 139.94 5.26 2.76 1.63 0.00 0.70
- -
CI220 CI221 2.11 0.00 0.0075 15 5.6 4.6 27 0.10 136.90 136.70 140.85 3.75 2.50 1.38 0.00 0.70
CI221 CI219 3.45 0.00 0.0050 15 4.6 3.7 148 0.68 136.70 135.96 140.85 3.95 2.70 1.58 0.00 0.10
CI219 CI240 6.34 1.90 0.0050 18 7.4 4.2 85 0.28 135.71 135.39 142.15 6.44 4.94 3.82 1.98 0.10
CI240 CI217 6.53 0.00 0.0050 18 7.4 4.2 85 0.28 135.39 135.06 142.84 7.46 5.96 4.83 1.98 0.10
CI217 CI234 8.03 0.84 0.0050 24 16.0 5.1 48 0.18 135.06 134.82 143.54 8.48 6.48 5.35 2.81 0.10
CI234 CI235 9.14 10.92 0.0050 24 16.0 5.1 60 0.20 134.32 134.02 144.05 9.73 773 8.61 3.73 0.10
CI235 CI236 11.24 1.16 0.0050 24 16.0 5.1 138 0.45 134.02 133.33 144.89 10.67 8.67 7.54 4.89 0.10
CI236 CI237 11.18 0.00 0.0050 24 16.0 5.1 69 0.22 133.33 132.98 145.77 12.44 10.44 9.32 4.89 0.10
CI237 CI238 11.37 0.00 0.0049 24 15.9 5.1 69 0.23 132.98 132.84 145.08 12.10 10.10 8.98 4.89 0.10
CI238 CI232 r 13.67 - 0.0050 24 16.0 5.1 90 0.30 132.84 132.19 144.35 11.71 9.71 8.59 8.77 0.00
CI218 CI219 1.96 0.00 0.0075 15 5.6 4.6 27 0.10 138.41 138.21 142.16 ®®i ® 0.00 '®'
CI216 CI217 0.84 0.00 0.0075 15 5.6 4.6 27 0.10 139.79 139.59 143.54 MIIMMIIIMMEM 0.00 '®'
CI233 CI234 0.9 0.00 0.0075 15 5.6 4.6 27 0.10 140.31 140.11 144.06 EI/MMIIMMEM 0.00 '®'
CI215 CI235 1.16 0.00 0.0075 15 5.6 4.6 27 0.10 140.94 140.74 144.89 ®MIIMMEM 0.00 '®'
-
CI195 CI238 0.00 0.0075 15 56 4.6 27 0.10 140.80 140.80 1144.55 ®MIIMMEM 0.00 '®'
CI250 CI101 11 0.00 0.0151 15 7.9 6.5 114 0.30 139.80 137.88 1143.35 EI/MMIIMMEM 0.00 '®'
CI252 CI 13 0.00 0.0075 15 5.6 4.6 27 0.10 142.52 ®®i 0.00 '®'
-
CI 253 CI 11 1.02 0.00 0.0060 15 5.0 4.1 10 0.04 '141.88 000 0.00 '®'
-
CI251 CI55 I 1.90 0.00 0.0075 15 5.8 4.6 27 0.10 139.00 138.80 142.75 3.75 2.50 1.38 0.00 0.70
18945brm.).19 PAP Pale:3/Pomo23 Time:3.03 PM Ppa 1T of 16

STORM DRAINAGE/HYDRAULIC GRADE LINE DATE DESIGN PHASE
ANALYSIS(10 YEAR) 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR /X/
Mitchell Farms Subdivision 1894 REVISION / //
LOCATION BY RECORD / /
Harnett County,North Carolina CJP OTHER / /
CHECKED BY (SPECIFY) _
CSB
DESIGN CRITERIA:
n= 0.013 HYDRAULIC GRADE LINE-CONTINUED 1.DESIGN FOR THE 10 YR STORM
g= 226 2.ASSUME TIME OF CONCENTRATION TO
26 AN INDIVIDUAL INLET=5 MIN.(Unless otherwise noted)
INLET W.S.ELEV. I 3.INTENSITY=g/(h+T),FOR 10 YR STORM
OUTLET OUTLET INLET USE FLOW FREE- HGL (g and h were derived from Raleigh-Durham Intensity-
FROMTO W.S.ELE CONTOL CONTROL CONDITIO BOARD TO CROWN COMMENTS CAPACITY VS Duration-Frequency Charts,REF:NC Erosion and
(FT) (FT) (FT) (FT) CONTROL (FT) DISCHARGE Sediment Control Planning and Design Manual)
4.MANNINGS"n"FACTOR=0.013
CI 131 CI 135 142.53 142.60 140.62 142.60 OUTLET 1.02 (1.47) OK 3.04
CI 135 CI 202 142.29 142.53 140.65 142.53 OUTLET 1.37 (1.60) OK 3.00
CI 202 CI 201 142.29 140.46 142.29 OUTLET 1.02 (1.77) OK 1.18
CI 204 CI 203 141.18 141.20 141.04 141.20 OUTLET 2.93 0.43 OK 4.49
CI 206 CI 205 141.70 141.72 141.55 141.72 OUTLET 2.94 0.43 OK 4.72
CI 208 CI 207 142.23 142.08 142.23 OUTLET 2.91 0.41 OK 4.13
CI 210 CI 209 141.50 141.35 141.50 OUTLET 2.90 0.40 OK 3.98
-
CI 212 CI 211 139.81 139.44 139.81 OUTLET 2.67 0.17 OK 3.85
CI 214 CI 213 139.28 139.39 137.58 139.39 OUTLET 1.17 (1.34) OK 3.29
CI 222 CI 224 138.69 138.72 136.86 138.72 OUTLET 1.22 (1.28) OK 5.20
CI 224 CI 225 138.69 136.89 138.69 OUTLET 1.21 (1.15) OK 8.37
CI XIO( CI)00( 141.11 141.11 141.41 141.41 INLET 3.29 0.62 OK 6.46
CI)000 CI OUt 140.57 140.57 140.74 140.74 INLET 3.32 0.62 OK 6.45
CI ISO) Cl OUt 140.56 140.56 140.36 140.56 OUTLET 2.98 0.42 OK 5.17
CI ISO) CI OtS 139.16 139.16 140.19 140.19 INLET 3.35 0.62 OK 6.75
CI X%X 1030( 138.63 138.63 138.66 138.66 INLET 3.50 0.75 OK 10.50
CI 000( I223 138.63 138.63 136.93 138.63 OUTLET 2.02 (0.70) OK 22.62
CI 223 CI 225 138.63 135.93 138.63 OUTLET 1.31 (1.45) OK 39.93
CI 220 CI 221 137.83 137.91 137.65 137.91 OUTLET 2.74 0.24 OK 3.50
CI 221 CI 219 137.32 137.83 137.67 137.83 OUTLET 2.82 0.12 OK 1.12
CI 219 CI 240 136.94 137.32 137.01 137.32 OUTLET MIEMEOID' EM
CI 240 CI 217 136.55 136.94 136.72 136.94 OUTLET 5.90 (0.06) OK 0.90
CI 217 CI 234 136.d2 136.55 136.34 138.55 OUTLET f '®�MIIMM
CI 234 CI 235 135.62 135.81 135.68 OUTLET 8.24 0.51 OK 6.84
CI 235 CI 238 135.07 135.55 135.57 135.57 INLET 9.12 0.45 OK 4.76
CI 236 CI 237 134.77 135.07 134.88 135.07 OUTLET 10.70 0.26 OK 4.87
CI 237 CI 238 134.46 134.77 134.55 134.77 OUTLET 10.31 0.21 OK 4.54
CI 238 CI 232 133.81 I 134.31 134.46 INLET 9.89 0.18 OK 2.33
CI 218 CI 219 139.21 139.29 139.15 139.29 OUTLET 2.87 0.37 OK 3.65
CI 216 CI 217 140.59 140.60 140.44 140.60 OUTLET 2.94 0.44 OK 4.77
CI 233 CI 234 141. 141.13 140.96 141.13 OUTLET 2.93 0.43 OK 4.69
CI 215 CI 235 141.74 141.77 141.60 141.77 OUTLET 2.92 0.42 OK 4.45
CI 195 CI 238 141.67 141.53 141.67 OUTLET 2.88 0.38 OK 3.73
CI 250 CI 101 138.88 138.91 140.25 140.25 INLET 3.10 0.60 OK 7.03
CI 252 CI 13 139.63 139.d9 139.63 OUTLET 2.89 0.39 OK 3.83
CI 253 CI11 139.58 139.59 138.78 139.59 OUTLET 2.29 (0.21) OK 3.98
CI 251 CI 55 139.80 139.87 139.73 139.87 OUTLET 2.88 0.38 OK 3.71
188a storm.).10 YEAR Dale:3/20,023 Time:3:03 PM Page 18 or 18

Hydraulic Analysis Report
Project Data
Project Title: 1894 MITCHELL FARM
Designer:
Project Date: Tuesday, September 14, 2021
Project Units: U.S. Customary Units
Notes:
Curb and Gutter Analysis: CI 1
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0090 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.7218 ft
Gutter Result Parameters
Design Flow: 0.6300 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3499 ft^2
Eo (Gutter Flow to Total Flow): 0.6149
Gutter Depth at Curb: 1.7332 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5821 cfs
Bypass Flow: 0.0479 cfs
Approach Velocity: 1.8006 ft/s

Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9239

Curb and Gutter Analysis: CI 2
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0090 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5648 ft
Gutter Result Parameters
Design Flow: 0.8800 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4535 ft^2
Eo (Gutter Flow to Total Flow): 0.5518
Gutter Depth at Curb: 1.9355 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7933 cfs
Bypass Flow: 0.0867 cfs
Approach Velocity: 1.9406 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9015

Curb and Gutter Analysis: CI 3
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0090 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6548 ft
Gutter Result Parameters
Design Flow: 0.9100 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4654 ft^2
Eo (Gutter Flow to Total Flow): 0.5458
Gutter Depth at Curb: 1.9571 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8182 cfs
Bypass Flow: 0.0918 cfs
Approach Velocity: 1.9555 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8991

Curb and Gutter Analysis: CI 4
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0090 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.2518 ft
Gutter Result Parameters
Design Flow: 1.1260 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5484 ft^2
Eo (Gutter Flow to Total Flow): 0.5082
Gutter Depth at Curb: 2.1004 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9944 cfs
Bypass Flow: 0.1316 cfs
Approach Velocity: 2.0533 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8831

Curb and Gutter Analysis: CI 5
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0090 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.8530 ft
Gutter Result Parameters
Design Flow: 0.4270 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2580 ft^2
Eo (Gutter Flow to Total Flow): 0.6927
Gutter Depth at Curb: 1.5247 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4041 cfs
Bypass Flow: 0.0229 cfs
Approach Velocity: 1.6550 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9464

Curb and Gutter Analysis: CI 6
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0090 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2723 ft
Gutter Result Parameters
Design Flow: 0.7870 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4159 ft^2
Eo (Gutter Flow to Total Flow): 0.5724
Gutter Depth at Curb: 1.8653 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7157 cfs
Bypass Flow: 0.0713 cfs
Approach Velocity: 1.8922 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9093

Curb and Gutter Analysis: CI 7
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.8206 ft
Gutter Result Parameters
Design Flow: 0.6920 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3613 ft^2
Eo (Gutter Flow to Total Flow): 0.6069
Gutter Depth at Curb: 1.7569 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6333 cfs
Bypass Flow: 0.0587 cfs
Approach Velocity: 1.9153 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9152

Curb and Gutter Analysis: CI 8
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.9687 ft
Gutter Result Parameters
Design Flow: 1.0750 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5081 ft^2
Eo (Gutter Flow to Total Flow): 0.5255
Gutter Depth at Curb: 2.0325 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9487 cfs
Bypass Flow: 0.1263 cfs
Approach Velocity: 2.1156 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8825

Curb and Gutter Analysis: CI 9
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.6491 ft
Gutter Result Parameters
Design Flow: 0.6440 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3416 ft^2
Eo (Gutter Flow to Total Flow): 0.6208
Gutter Depth at Curb: 1.7158 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5925 cfs
Bypass Flow: 0.0515 cfs
Approach Velocity: 1.8851 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9200

Curb and Gutter Analysis: CI 10
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1382 ft
Gutter Result Parameters
Design Flow: 0.7870 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3993 ft^2
Eo (Gutter Flow to Total Flow): 0.5823
Gutter Depth at Curb: 1.8332 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7132 cfs
Bypass Flow: 0.0738 cfs
Approach Velocity: 1.9711 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9062

Curb and Gutter Analysis: CI 11
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7680 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4806 ft^2
Eo (Gutter Flow to Total Flow): 0.5383
Gutter Depth at Curb: 1.9843 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1644 ft
Computed Width of Spread at Sag: 8.2207 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 12
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1027 ft
Gutter Result Parameters
Design Flow: 0.7760 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3949 ft^2
Eo (Gutter Flow to Total Flow): 0.5850
Gutter Depth at Curb: 1.8247 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1388 ft
Computed Width of Spread at Sag: 6.9420 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 13
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.4286 ft
Gutter Result Parameters
Design Flow: 0.3650 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2186 ft^2
Eo (Gutter Flow to Total Flow): 0.7359
Gutter Depth at Curb: 1.4229 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.3480 cfs
Bypass Flow: 0.0170 cfs
Approach Velocity: 1.6695 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9533

Curb and Gutter Analysis: CI 14
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 3.0102 ft
Gutter Result Parameters
Design Flow: 0.1610 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1131 ft^2
Eo (Gutter Flow to Total Flow): 0.8978
Gutter Depth at Curb: 1.0824 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1587 cfs
Bypass Flow: 0.0023 cfs
Approach Velocity: 1.4234 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9858

Curb and Gutter Analysis: CI 15
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6174 ft
Gutter Result Parameters
Design Flow: 0.9460 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4604 ft^2
Eo (Gutter Flow to Total Flow): 0.5483
Gutter Depth at Curb: 1.9482 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8444 cfs
Bypass Flow: 0.1016 cfs
Approach Velocity: 2.0547 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8926

Curb and Gutter Analysis: CI 16
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1027 ft
Gutter Result Parameters
Design Flow: 0.7760 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3949 ft^2
Eo (Gutter Flow to Total Flow): 0.5850
Gutter Depth at Curb: 1.8247 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7040 cfs
Bypass Flow: 0.0720 cfs
Approach Velocity: 1.9649 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9072

Curb and Gutter Analysis: CI 17
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.8816 ft
Gutter Result Parameters
Design Flow: 1.0420 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4961 ft^2
Eo (Gutter Flow to Total Flow): 0.5310
Gutter Depth at Curb: 2.0116 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9222 cfs
Bypass Flow: 0.1198 cfs
Approach Velocity: 2.1006 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8850

Curb and Gutter Analysis: CI 18
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.3895 ft
Gutter Result Parameters
Design Flow: 0.8680 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4308 ft^2
Eo (Gutter Flow to Total Flow): 0.5640
Gutter Depth at Curb: 1.8935 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7804 cfs
Bypass Flow: 0.0876 cfs
Approach Velocity: 2.0151 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8990

Curb and Gutter Analysis: CI 19
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0702 ft
Gutter Result Parameters
Design Flow: 0.7660 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3910 ft^2
Eo (Gutter Flow to Total Flow): 0.5874
Gutter Depth at Curb: 1.8169 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1376 ft
Computed Width of Spread at Sag: 6.8822 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 20 DBL
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.9398 ft
Gutter Result Parameters
Design Flow: 1.0640 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5041 ft^2
Eo (Gutter Flow to Total Flow): 0.5273
Gutter Depth at Curb: 2.0256 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 10.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 13.0000 ft
Effective Perimeter: 6.5000 ft
Area: 13.5000 ft^2
Effective Area: 6.7500 ft^2
Depth at center of grate: 0.1439 ft
Computed Width of Spread at Sag: 7.1930 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 21
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0070 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6192 ft
Gutter Result Parameters
Design Flow: 0.7920 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4606 ft^2
Eo (Gutter Flow to Total Flow): 0.5482
Gutter Depth at Curb: 1.9486 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7259 cfs
Bypass Flow: 0.0661 cfs
Approach Velocity: 1.7194 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9166

Curb and Gutter Analysis: CI 22
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0070 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2942 ft
Gutter Result Parameters
Design Flow: 0.7000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4187 ft^2
Eo (Gutter Flow to Total Flow): 0.5708
Gutter Depth at Curb: 1.8706 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6468 cfs
Bypass Flow: 0.0532 cfs
Approach Velocity: 1.6720 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9240

Curb and Gutter Analysis: CI 23
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 3.2362 ft
Gutter Result Parameters
Design Flow: 0.1860 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1272 ft^2
Eo (Gutter Flow to Total Flow): 0.8716
Gutter Depth at Curb: 1.1367 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1825 cfs
Bypass Flow: 0.0035 cfs
Approach Velocity: 1.4619 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9814

Curb and Gutter Analysis: CI 24
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7405 ft
Gutter Result Parameters
Design Flow: 0.9900 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4768 ft^2
Eo (Gutter Flow to Total Flow): 0.5401
Gutter Depth at Curb: 1.9777 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8802 cfs
Bypass Flow: 0.1098 cfs
Approach Velocity: 2.0761 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8890

Curb and Gutter Analysis: CI 25
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7045 ft
Gutter Result Parameters
Design Flow: 0.9770 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4720 ft^2
Eo (Gutter Flow to Total Flow): 0.5425
Gutter Depth at Curb: 1.9691 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8696 cfs
Bypass Flow: 0.1074 cfs
Approach Velocity: 2.0699 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8901

Curb and Gutter Analysis: CI 26
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0847 ft
Gutter Result Parameters
Design Flow: 1.1200 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5244 ft^2
Eo (Gutter Flow to Total Flow): 0.5183
Gutter Depth at Curb: 2.0603 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9847 cfs
Bypass Flow: 0.1353 cfs
Approach Velocity: 2.1356 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8792

Curb and Gutter Analysis: CI 27
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0473 ft
Gutter Result Parameters
Design Flow: 0.7590 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3882 ft^2
Eo (Gutter Flow to Total Flow): 0.5892
Gutter Depth at Curb: 1.8114 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1368 ft
Computed Width of Spread at Sag: 6.8402 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 28
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0260 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1202 ft
Gutter Result Parameters
Design Flow: 1.2600 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3971 ft^2
Eo (Gutter Flow to Total Flow): 0.5837
Gutter Depth at Curb: 1.8289 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.0472 cfs
Bypass Flow: 0.2128 cfs
Approach Velocity: 3.1732 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8311

Curb and Gutter Analysis: CI 29
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7045 ft
Gutter Result Parameters
Design Flow: 0.9770 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4720 ft^2
Eo (Gutter Flow to Total Flow): 0.5425
Gutter Depth at Curb: 1.9691 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8696 cfs
Bypass Flow: 0.1074 cfs
Approach Velocity: 2.0699 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8901

Curb and Gutter Analysis: CI 30
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 3.1841 ft
Gutter Result Parameters
Design Flow: 0.1800 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1239 ft^2
Eo (Gutter Flow to Total Flow): 0.8777
Gutter Depth at Curb: 1.1242 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1768 cfs
Bypass Flow: 0.0032 cfs
Approach Velocity: 1.4530 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9825

Curb and Gutter Analysis: CI 31
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.2344 ft
Gutter Result Parameters
Design Flow: 0.3300 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2018 ft^2
Eo (Gutter Flow to Total Flow): 0.7568
Gutter Depth at Curb: 1.3762 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.3162 cfs
Bypass Flow: 0.0138 cfs
Approach Velocity: 1.6353 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9583

Curb and Gutter Analysis: CI 32
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0176 ft
Gutter Result Parameters
Design Flow: 0.7500 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3846 ft^2
Eo (Gutter Flow to Total Flow): 0.5914
Gutter Depth at Curb: 1.8042 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6822 cfs
Bypass Flow: 0.0678 cfs
Approach Velocity: 1.9500 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9096

Curb and Gutter Analysis: CI 33
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0077 ft
Gutter Result Parameters
Design Flow: 1.0900 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5136 ft^2
Eo (Gutter Flow to Total Flow): 0.5230
Gutter Depth at Curb: 2.0419 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9608 cfs
Bypass Flow: 0.1292 cfs
Approach Velocity: 2.1224 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8814

Curb and Gutter Analysis: CI 34
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.4462 ft
Gutter Result Parameters
Design Flow: 0.8870 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4380 ft^2
Eo (Gutter Flow to Total Flow): 0.5600
Gutter Depth at Curb: 1.9071 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7960 cfs
Bypass Flow: 0.0910 cfs
Approach Velocity: 2.0249 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8974

Curb and Gutter Analysis: CI 35
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.9870 ft
Gutter Result Parameters
Design Flow: 1.0820 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5107 ft^2
Eo (Gutter Flow to Total Flow): 0.5243
Gutter Depth at Curb: 2.0369 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9543 cfs
Bypass Flow: 0.1277 cfs
Approach Velocity: 2.1188 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8820

Curb and Gutter Analysis: CI 36
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.3435 ft
Gutter Result Parameters
Design Flow: 0.6030 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4249 ft^2
Eo (Gutter Flow to Total Flow): 0.5673
Gutter Depth at Curb: 1.8824 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5669 cfs
Bypass Flow: 0.0361 cfs
Approach Velocity: 1.4192 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9402

Curb and Gutter Analysis: CI 37
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0301 ft
Gutter Result Parameters
Design Flow: 0.5330 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3861 ft^2
Eo (Gutter Flow to Total Flow): 0.5905
Gutter Depth at Curb: 1.8072 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5041 cfs
Bypass Flow: 0.0289 cfs
Approach Velocity: 1.3804 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9458

Curb and Gutter Analysis: CI 38
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1775 ft
Gutter Result Parameters
Design Flow: 0.8180 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5377 ft^2
Eo (Gutter Flow to Total Flow): 0.5127
Gutter Depth at Curb: 2.0826 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7567 cfs
Bypass Flow: 0.0613 cfs
Approach Velocity: 1.5214 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9251

Curb and Gutter Analysis: CI 39
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.7774 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.6274 ft^2
Eo (Gutter Flow to Total Flow): 0.4788
Gutter Depth at Curb: 2.2266 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9140 cfs
Bypass Flow: 0.0860 cfs
Approach Velocity: 1.5939 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9140

Curb and Gutter Analysis: CI 40
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5611 ft
Gutter Result Parameters
Design Flow: 0.6550 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4530 ft^2
Eo (Gutter Flow to Total Flow): 0.5521
Gutter Depth at Curb: 1.9347 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6133 cfs
Bypass Flow: 0.0417 cfs
Approach Velocity: 1.4460 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9363

Curb and Gutter Analysis: CI 41
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5036 ft
Gutter Result Parameters
Design Flow: 0.6410 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4455 ft^2
Eo (Gutter Flow to Total Flow): 0.5560
Gutter Depth at Curb: 1.9209 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6008 cfs
Bypass Flow: 0.0402 cfs
Approach Velocity: 1.4389 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9373

Curb and Gutter Analysis: CI 42
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1634 ft
Gutter Result Parameters
Design Flow: 0.8140 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5356 ft^2
Eo (Gutter Flow to Total Flow): 0.5135
Gutter Depth at Curb: 2.0792 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7532 cfs
Bypass Flow: 0.0608 cfs
Approach Velocity: 1.5197 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9253

Curb and Gutter Analysis: CI 43
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0051 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.9990 ft
Gutter Result Parameters
Design Flow: 0.7760 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5124 ft^2
Eo (Gutter Flow to Total Flow): 0.5236
Gutter Depth at Curb: 2.0397 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7195 cfs
Bypass Flow: 0.0565 cfs
Approach Velocity: 1.5146 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9272

Curb and Gutter Analysis: CI 44
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.8936 ft
Gutter Result Parameters
Design Flow: 0.7400 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4977 ft^2
Eo (Gutter Flow to Total Flow): 0.5302
Gutter Depth at Curb: 2.0145 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6884 cfs
Bypass Flow: 0.0516 cfs
Approach Velocity: 1.4868 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9303

Curb and Gutter Analysis: CI 45
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5611 ft
Gutter Result Parameters
Design Flow: 0.6550 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4530 ft^2
Eo (Gutter Flow to Total Flow): 0.5521
Gutter Depth at Curb: 1.9347 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6133 cfs
Bypass Flow: 0.0417 cfs
Approach Velocity: 1.4460 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9363

Curb and Gutter Analysis: CI 46
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.8634 ft
Gutter Result Parameters
Design Flow: 0.7320 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4936 ft^2
Eo (Gutter Flow to Total Flow): 0.5321
Gutter Depth at Curb: 2.0072 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6813 cfs
Bypass Flow: 0.0507 cfs
Approach Velocity: 1.4831 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9308

Curb and Gutter Analysis: CI 47
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0050 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.2873 ft
Gutter Result Parameters
Design Flow: 0.3890 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3021 ft^2
Eo (Gutter Flow to Total Flow): 0.6520
Gutter Depth at Curb: 1.6290 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.3729 cfs
Bypass Flow: 0.0161 cfs
Approach Velocity: 1.2878 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9587

Curb and Gutter Analysis: CI 48
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.4963 ft
Gutter Result Parameters
Design Flow: 0.9040 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4445 ft^2
Eo (Gutter Flow to Total Flow): 0.5566
Gutter Depth at Curb: 1.9191 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8100 cfs
Bypass Flow: 0.0940 cfs
Approach Velocity: 2.0337 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8960

Curb and Gutter Analysis: CI 49
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6570 ft
Gutter Result Parameters
Design Flow: 0.9600 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4657 ft^2
Eo (Gutter Flow to Total Flow): 0.5456
Gutter Depth at Curb: 1.9577 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8558 cfs
Bypass Flow: 0.1042 cfs
Approach Velocity: 2.0616 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8914

Curb and Gutter Analysis: CI 50
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7378 ft
Gutter Result Parameters
Design Flow: 0.9890 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4765 ft^2
Eo (Gutter Flow to Total Flow): 0.5403
Gutter Depth at Curb: 1.9771 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8793 cfs
Bypass Flow: 0.1097 cfs
Approach Velocity: 2.0756 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8891

Curb and Gutter Analysis: CI 51
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.9977 ft
Gutter Result Parameters
Design Flow: 0.7440 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3822 ft^2
Eo (Gutter Flow to Total Flow): 0.5930
Gutter Depth at Curb: 1.7995 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6772 cfs
Bypass Flow: 0.0668 cfs
Approach Velocity: 1.9465 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9102

Curb and Gutter Analysis: CI 52 DBL
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6287 ft
Gutter Result Parameters
Design Flow: 0.9500 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4619 ft^2
Eo (Gutter Flow to Total Flow): 0.5475
Gutter Depth at Curb: 1.9509 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 10.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 13.0000 ft
Effective Perimeter: 6.5000 ft
Area: 13.5000 ft^2
Effective Area: 6.7500 ft^2
Depth at center of grate: 0.1334 ft
Computed Width of Spread at Sag: 6.6695 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 53 DBL
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7405 ft
Gutter Result Parameters
Design Flow: 0.9900 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4768 ft^2
Eo (Gutter Flow to Total Flow): 0.5401
Gutter Depth at Curb: 1.9777 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 10.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 13.0000 ft
Effective Perimeter: 6.5000 ft
Area: 13.5000 ft^2
Effective Area: 6.7500 ft^2
Depth at center of grate: 0.1371 ft
Computed Width of Spread at Sag: 6.8555 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 54
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.3654 ft
Gutter Result Parameters
Design Flow: 0.8600 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4277 ft^2
Eo (Gutter Flow to Total Flow): 0.5657
Gutter Depth at Curb: 1.8877 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7738 cfs
Bypass Flow: 0.0862 cfs
Approach Velocity: 2.0108 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8997

Curb and Gutter Analysis: CI 55
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7129 ft
Gutter Result Parameters
Design Flow: 0.9800 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4731 ft^2
Eo (Gutter Flow to Total Flow): 0.5419
Gutter Depth at Curb: 1.9711 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8720 cfs
Bypass Flow: 0.1080 cfs
Approach Velocity: 2.0713 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8898

Curb and Gutter Analysis: CI 56
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.4846 ft
Gutter Result Parameters
Design Flow: 0.9000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4430 ft^2
Eo (Gutter Flow to Total Flow): 0.5574
Gutter Depth at Curb: 1.9163 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8067 cfs
Bypass Flow: 0.0933 cfs
Approach Velocity: 2.0316 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8963

Curb and Gutter Analysis: CI 57
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.3350 ft
Gutter Result Parameters
Design Flow: 0.8500 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4238 ft^2
Eo (Gutter Flow to Total Flow): 0.5679
Gutter Depth at Curb: 1.8804 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7655 cfs
Bypass Flow: 0.0845 cfs
Approach Velocity: 2.0055 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9006

Curb and Gutter Analysis: CI 58
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 8.7498 ft
Gutter Result Parameters
Design Flow: 1.5360 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.7881 ft^2
Eo (Gutter Flow to Total Flow): 0.4319
Gutter Depth at Curb: 2.4599 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.3431 cfs
Bypass Flow: 0.1929 cfs
Approach Velocity: 1.9490 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8744

Curb and Gutter Analysis: CI 59
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 8.7093 ft
Gutter Result Parameters
Design Flow: 1.5180 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.7810 ft^2
Eo (Gutter Flow to Total Flow): 0.4337
Gutter Depth at Curb: 2.4502 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.3287 cfs
Bypass Flow: 0.1893 cfs
Approach Velocity: 1.9436 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8753

Curb and Gutter Analysis: CI 60
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1194 ft
Gutter Result Parameters
Design Flow: 0.9140 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5294 ft^2
Eo (Gutter Flow to Total Flow): 0.5162
Gutter Depth at Curb: 2.0687 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8318 cfs
Bypass Flow: 0.0822 cfs
Approach Velocity: 1.7266 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9101

Curb and Gutter Analysis: CI 61
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.3986 ft
Gutter Result Parameters
Design Flow: 1.0060 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5699 ft^2
Eo (Gutter Flow to Total Flow): 0.4997
Gutter Depth at Curb: 2.1357 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9094 cfs
Bypass Flow: 0.0966 cfs
Approach Velocity: 1.7653 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9040

Curb and Gutter Analysis: CI 62
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1520 ft
Gutter Result Parameters
Design Flow: 0.6380 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4010 ft^2
Eo (Gutter Flow to Total Flow): 0.5813
Gutter Depth at Curb: 1.8365 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5940 cfs
Bypass Flow: 0.0440 cfs
Approach Velocity: 1.5911 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9311

Curb and Gutter Analysis: DI 63 NO SPREAD
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7680 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4806 ft^2
Eo (Gutter Flow to Total Flow): 0.5383
Gutter Depth at Curb: 1.9843 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8883 cfs
Bypass Flow: 0.1117 cfs
Approach Velocity: 2.0809 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8883

Curb and Gutter Analysis: CI 64
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0085 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0079 ft
Gutter Result Parameters
Design Flow: 1.0050 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5136 ft^2
Eo (Gutter Flow to Total Flow): 0.5230
Gutter Depth at Curb: 2.0419 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8984 cfs
Bypass Flow: 0.1066 cfs
Approach Velocity: 1.9567 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8940

Curb and Gutter Analysis: CI 65
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0085 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1012 ft
Gutter Result Parameters
Design Flow: 0.7150 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3947 ft^2
Eo (Gutter Flow to Total Flow): 0.5851
Gutter Depth at Curb: 1.8243 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6559 cfs
Bypass Flow: 0.0591 cfs
Approach Velocity: 1.8113 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9174

Curb and Gutter Analysis: CI 66
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0085 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5766 ft
Gutter Result Parameters
Design Flow: 0.8590 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4550 ft^2
Eo (Gutter Flow to Total Flow): 0.5510
Gutter Depth at Curb: 1.9384 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7775 cfs
Bypass Flow: 0.0815 cfs
Approach Velocity: 1.8878 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9051

Curb and Gutter Analysis: CI 67
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.5751 ft
Gutter Result Parameters
Design Flow: 0.6240 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3333 ft^2
Eo (Gutter Flow to Total Flow): 0.6270
Gutter Depth at Curb: 1.6980 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1201 ft
Computed Width of Spread at Sag: 6.0030 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: DI 68 NO SPREAD
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7680 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4806 ft^2
Eo (Gutter Flow to Total Flow): 0.5383
Gutter Depth at Curb: 1.9843 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8883 cfs
Bypass Flow: 0.1117 cfs
Approach Velocity: 2.0809 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8883

Curb and Gutter Analysis: CI 69
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0085 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.5060 ft
Gutter Result Parameters
Design Flow: 0.3500 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2255 ft^2
Eo (Gutter Flow to Total Flow): 0.7278
Gutter Depth at Curb: 1.4414 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.3349 cfs
Bypass Flow: 0.0151 cfs
Approach Velocity: 1.5518 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9569

Curb and Gutter Analysis: CI 70
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.9712 ft
Gutter Result Parameters
Design Flow: 0.4760 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2696 ft^2
Eo (Gutter Flow to Total Flow): 0.6813
Gutter Depth at Curb: 1.5531 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1002 ft
Computed Width of Spread at Sag: 5.0116 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 71
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0084 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 2.7016 ft
Gutter Result Parameters
Design Flow: 0.1200 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0955 ft^2
Eo (Gutter Flow to Total Flow): 0.9317
Gutter Depth at Curb: 1.0084 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1191 cfs
Bypass Flow: 0.0009 cfs
Approach Velocity: 1.2567 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9922

Curb and Gutter Analysis: CI 72
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0084 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 2.8753 ft
Gutter Result Parameters
Design Flow: 0.1350 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1052 ft^2
Eo (Gutter Flow to Total Flow): 0.9130
Gutter Depth at Curb: 1.0501 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1336 cfs
Bypass Flow: 0.0014 cfs
Approach Velocity: 1.2836 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9897

Curb and Gutter Analysis: CI 73
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0084 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.4594 ft
Gutter Result Parameters
Design Flow: 0.5440 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3205 ft^2
Eo (Gutter Flow to Total Flow): 0.6369
Gutter Depth at Curb: 1.6702 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5082 cfs
Bypass Flow: 0.0358 cfs
Approach Velocity: 1.6971 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9342

Curb and Gutter Analysis: CI 74
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0084 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.9765 ft
Gutter Result Parameters
Design Flow: 0.9880 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5092 ft^2
Eo (Gutter Flow to Total Flow): 0.5250
Gutter Depth at Curb: 2.0344 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8849 cfs
Bypass Flow: 0.1031 cfs
Approach Velocity: 1.9402 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8957

Curb and Gutter Analysis: CI 75
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0084 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.4009 ft
Gutter Result Parameters
Design Flow: 0.7990 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4322 ft^2
Eo (Gutter Flow to Total Flow): 0.5632
Gutter Depth at Curb: 1.8962 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7274 cfs
Bypass Flow: 0.0716 cfs
Approach Velocity: 1.8486 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9104

Curb and Gutter Analysis: CI 76
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0084 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2407 ft
Gutter Result Parameters
Design Flow: 0.7510 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4120 ft^2
Eo (Gutter Flow to Total Flow): 0.5747
Gutter Depth at Curb: 1.8578 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6868 cfs
Bypass Flow: 0.0642 cfs
Approach Velocity: 1.8230 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9145

Curb and Gutter Analysis: CI 77
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0084 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5073 ft
Gutter Result Parameters
Design Flow: 0.8320 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4460 ft^2
Eo (Gutter Flow to Total Flow): 0.5558
Gutter Depth at Curb: 1.9218 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7552 cfs
Bypass Flow: 0.0768 cfs
Approach Velocity: 1.8657 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9077

Curb and Gutter Analysis: CI 78
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0084 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2712 ft
Gutter Result Parameters
Design Flow: 0.7600 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4158 ft^2
Eo (Gutter Flow to Total Flow): 0.5725
Gutter Depth at Curb: 1.8651 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6944 cfs
Bypass Flow: 0.0656 cfs
Approach Velocity: 1.8279 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9137

Curb and Gutter Analysis: CI 79
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0084 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.3647 ft
Gutter Result Parameters
Design Flow: 0.7880 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4276 ft^2
Eo (Gutter Flow to Total Flow): 0.5658
Gutter Depth at Curb: 1.8875 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7181 cfs
Bypass Flow: 0.0699 cfs
Approach Velocity: 1.8429 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9113

Curb and Gutter Analysis: CI 80
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 1.8355 ft
Gutter Result Parameters
Design Flow: 0.0620 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0562 ft^2
Eo (Gutter Flow to Total Flow): 0.9957
Gutter Depth at Curb: 0.8005 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.0620 cfs
Bypass Flow: 0.0000 cfs
Approach Velocity: 1.1034 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9996

Curb and Gutter Analysis: CI 81
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6622 ft
Gutter Result Parameters
Design Flow: 0.8710 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4663 ft^2
Eo (Gutter Flow to Total Flow): 0.5453
Gutter Depth at Curb: 1.9589 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7886 cfs
Bypass Flow: 0.0824 cfs
Approach Velocity: 1.8677 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9054

Curb and Gutter Analysis: CI 82
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0729 ft
Gutter Result Parameters
Design Flow: 1.0100 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5228 ft^2
Eo (Gutter Flow to Total Flow): 0.5190
Gutter Depth at Curb: 2.0575 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9039 cfs
Bypass Flow: 0.1061 cfs
Approach Velocity: 1.9321 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8950

Curb and Gutter Analysis: CI 83
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5361 ft
Gutter Result Parameters
Design Flow: 0.8310 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4497 ft^2
Eo (Gutter Flow to Total Flow): 0.5538
Gutter Depth at Curb: 1.9287 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7550 cfs
Bypass Flow: 0.0760 cfs
Approach Velocity: 1.8479 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9085

Curb and Gutter Analysis: CI 84
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0673 ft
Gutter Result Parameters
Design Flow: 1.0080 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5220 ft^2
Eo (Gutter Flow to Total Flow): 0.5193
Gutter Depth at Curb: 2.0561 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9023 cfs
Bypass Flow: 0.1057 cfs
Approach Velocity: 1.9312 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8951

Curb and Gutter Analysis: CI 85
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1456 ft
Gutter Result Parameters
Design Flow: 1.0360 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5331 ft^2
Eo (Gutter Flow to Total Flow): 0.5146
Gutter Depth at Curb: 2.0749 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9253 cfs
Bypass Flow: 0.1107 cfs
Approach Velocity: 1.9434 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8931

Curb and Gutter Analysis: CI 86
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.0444 ft
Gutter Result Parameters
Design Flow: 0.4460 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2770 ft^2
Eo (Gutter Flow to Total Flow): 0.6744
Gutter Depth at Curb: 1.5707 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4217 cfs
Bypass Flow: 0.0243 cfs
Approach Velocity: 1.6104 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9454

Curb and Gutter Analysis: CI 87
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.4943 ft
Gutter Result Parameters
Design Flow: 0.8180 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4443 ft^2
Eo (Gutter Flow to Total Flow): 0.5567
Gutter Depth at Curb: 1.9186 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7440 cfs
Bypass Flow: 0.0740 cfs
Approach Velocity: 1.8413 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9096

Curb and Gutter Analysis: CI 88
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.9988 ft
Gutter Result Parameters
Design Flow: 0.6740 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3824 ft^2
Eo (Gutter Flow to Total Flow): 0.5929
Gutter Depth at Curb: 1.7997 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6215 cfs
Bypass Flow: 0.0525 cfs
Approach Velocity: 1.7628 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9220

Curb and Gutter Analysis: CI 89 DBL
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7516 ft
Gutter Result Parameters
Design Flow: 0.9940 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4783 ft^2
Eo (Gutter Flow to Total Flow): 0.5394
Gutter Depth at Curb: 1.9804 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 10.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 13.0000 ft
Effective Perimeter: 6.5000 ft
Area: 13.5000 ft^2
Effective Area: 6.7500 ft^2
Depth at center of grate: 0.1375 ft
Computed Width of Spread at Sag: 6.8739 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 90 DBL
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.8360 ft
Gutter Result Parameters
Design Flow: 1.0250 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4898 ft^2
Eo (Gutter Flow to Total Flow): 0.5339
Gutter Depth at Curb: 2.0006 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 10.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 13.0000 ft
Effective Perimeter: 6.5000 ft
Area: 13.5000 ft^2
Effective Area: 6.7500 ft^2
Depth at center of grate: 0.1403 ft
Computed Width of Spread at Sag: 7.0161 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 91
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0082 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5425 ft
Gutter Result Parameters
Design Flow: 0.8330 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4505 ft^2
Eo (Gutter Flow to Total Flow): 0.5534
Gutter Depth at Curb: 1.9302 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7567 cfs
Bypass Flow: 0.0763 cfs
Approach Velocity: 1.8489 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9084

Curb and Gutter Analysis: CI 92
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.6506 ft
Gutter Result Parameters
Design Flow: 0.4080 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2388 ft^2
Eo (Gutter Flow to Total Flow): 0.7129
Gutter Depth at Curb: 1.4761 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.3866 cfs
Bypass Flow: 0.0214 cfs
Approach Velocity: 1.7087 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9475

Curb and Gutter Analysis: CI 93
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.2299 ft
Gutter Result Parameters
Design Flow: 1.1780 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5452 ft^2
Eo (Gutter Flow to Total Flow): 0.5095
Gutter Depth at Curb: 2.0952 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.0309 cfs
Bypass Flow: 0.1471 cfs
Approach Velocity: 2.1606 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8751

Curb and Gutter Analysis: CI 94
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0847 ft
Gutter Result Parameters
Design Flow: 1.1200 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5244 ft^2
Eo (Gutter Flow to Total Flow): 0.5183
Gutter Depth at Curb: 2.0603 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9847 cfs
Bypass Flow: 0.1353 cfs
Approach Velocity: 2.1356 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8792

Curb and Gutter Analysis: CI 95
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1604 ft
Gutter Result Parameters
Design Flow: 1.1500 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5352 ft^2
Eo (Gutter Flow to Total Flow): 0.5137
Gutter Depth at Curb: 2.0785 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.0086 cfs
Bypass Flow: 0.1414 cfs
Approach Velocity: 2.1487 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8771

Curb and Gutter Analysis: CI 96 DBL
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.8333 ft
Gutter Result Parameters
Design Flow: 1.0240 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4894 ft^2
Eo (Gutter Flow to Total Flow): 0.5341
Gutter Depth at Curb: 2.0000 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 10.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 13.0000 ft
Effective Perimeter: 6.5000 ft
Area: 13.5000 ft^2
Effective Area: 6.7500 ft^2
Depth at center of grate: 0.1402 ft
Computed Width of Spread at Sag: 7.0115 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 97
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 3.2533 ft
Gutter Result Parameters
Design Flow: 0.1880 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1283 ft^2
Eo (Gutter Flow to Total Flow): 0.8696
Gutter Depth at Curb: 1.1408 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.0540 ft
Computed Width of Spread at Sag: 2.6978 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 98
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 1.8802 ft
Gutter Result Parameters
Design Flow: 0.0710 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0579 ft^2
Eo (Gutter Flow to Total Flow): 0.9942
Gutter Depth at Curb: 0.8113 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.0710 cfs
Bypass Flow: 0.0000 cfs
Approach Velocity: 1.2272 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9994

Curb and Gutter Analysis: CI 99
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 2.5765 ft
Gutter Result Parameters
Design Flow: 0.1200 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0889 ft^2
Eo (Gutter Flow to Total Flow): 0.9444
Gutter Depth at Curb: 0.9784 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1191 cfs
Bypass Flow: 0.0009 cfs
Approach Velocity: 1.3501 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9929

Curb and Gutter Analysis: CI100
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0567 ft
Gutter Result Parameters
Design Flow: 1.1090 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5205 ft^2
Eo (Gutter Flow to Total Flow): 0.5200
Gutter Depth at Curb: 2.0536 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9760 cfs
Bypass Flow: 0.1330 cfs
Approach Velocity: 2.1308 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8800

Curb and Gutter Analysis: CI 101
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.4842 ft
Gutter Result Parameters
Design Flow: 0.6000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3233 ft^2
Eo (Gutter Flow to Total Flow): 0.6348
Gutter Depth at Curb: 1.6762 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5548 cfs
Bypass Flow: 0.0452 cfs
Approach Velocity: 1.8561 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9247

Curb and Gutter Analysis: CI 102
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0176 ft
Gutter Result Parameters
Design Flow: 0.7500 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3846 ft^2
Eo (Gutter Flow to Total Flow): 0.5914
Gutter Depth at Curb: 1.8042 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6822 cfs
Bypass Flow: 0.0678 cfs
Approach Velocity: 1.9500 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9096

Curb and Gutter Analysis: CI 103
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2674 ft
Gutter Result Parameters
Design Flow: 0.8280 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4153 ft^2
Eo (Gutter Flow to Total Flow): 0.5728
Gutter Depth at Curb: 1.8642 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7473 cfs
Bypass Flow: 0.0807 cfs
Approach Velocity: 1.9937 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9025

Curb and Gutter Analysis: CI 104
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6849 ft
Gutter Result Parameters
Design Flow: 0.8400 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4694 ft^2
Eo (Gutter Flow to Total Flow): 0.5438
Gutter Depth at Curb: 1.9644 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7650 cfs
Bypass Flow: 0.0750 cfs
Approach Velocity: 1.7896 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9107

Curb and Gutter Analysis: CI 105
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0465 ft
Gutter Result Parameters
Design Flow: 0.9570 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5190 ft^2
Eo (Gutter Flow to Total Flow): 0.5206
Gutter Depth at Curb: 2.0512 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8633 cfs
Bypass Flow: 0.0937 cfs
Approach Velocity: 1.8438 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9020

Curb and Gutter Analysis: CI 106
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1287 ft
Gutter Result Parameters
Design Flow: 0.9850 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5307 ft^2
Eo (Gutter Flow to Total Flow): 0.5156
Gutter Depth at Curb: 2.0709 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8866 cfs
Bypass Flow: 0.0984 cfs
Approach Velocity: 1.8561 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9001

Curb and Gutter Analysis: CI 107
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1693 ft
Gutter Result Parameters
Design Flow: 0.9990 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5365 ft^2
Eo (Gutter Flow to Total Flow): 0.5132
Gutter Depth at Curb: 2.0806 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8982 cfs
Bypass Flow: 0.1008 cfs
Approach Velocity: 1.8621 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8991

Curb and Gutter Analysis: CI 108
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1142 ft
Gutter Result Parameters
Design Flow: 0.9800 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5286 ft^2
Eo (Gutter Flow to Total Flow): 0.5165
Gutter Depth at Curb: 2.0674 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8824 cfs
Bypass Flow: 0.0976 cfs
Approach Velocity: 1.8539 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9004

Curb and Gutter Analysis: CI 109
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1346 ft
Gutter Result Parameters
Design Flow: 0.9870 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5315 ft^2
Eo (Gutter Flow to Total Flow): 0.5152
Gutter Depth at Curb: 2.0723 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8882 cfs
Bypass Flow: 0.0988 cfs
Approach Velocity: 1.8569 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8999

Curb and Gutter Analysis: CI 110
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1520 ft
Gutter Result Parameters
Design Flow: 0.9930 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5340 ft^2
Eo (Gutter Flow to Total Flow): 0.5142
Gutter Depth at Curb: 2.0765 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8932 cfs
Bypass Flow: 0.0998 cfs
Approach Velocity: 1.8595 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8995

Curb and Gutter Analysis: CI 111
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5303 ft
Gutter Result Parameters
Design Flow: 0.7930 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4490 ft^2
Eo (Gutter Flow to Total Flow): 0.5542
Gutter Depth at Curb: 1.9273 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7251 cfs
Bypass Flow: 0.0679 cfs
Approach Velocity: 1.7663 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9144

Curb and Gutter Analysis: CI 112
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.3276 ft
Gutter Result Parameters
Design Flow: 0.7340 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4229 ft^2
Eo (Gutter Flow to Total Flow): 0.5684
Gutter Depth at Curb: 1.8786 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6747 cfs
Bypass Flow: 0.0593 cfs
Approach Velocity: 1.7357 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9192

Curb and Gutter Analysis: CI 113
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1606 ft
Gutter Result Parameters
Design Flow: 0.9960 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5352 ft^2
Eo (Gutter Flow to Total Flow): 0.5137
Gutter Depth at Curb: 2.0786 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8957 cfs
Bypass Flow: 0.1003 cfs
Approach Velocity: 1.8608 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8993

Curb and Gutter Analysis: CI 114
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.9171 ft
Gutter Result Parameters
Design Flow: 0.9140 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5010 ft^2
Eo (Gutter Flow to Total Flow): 0.5287
Gutter Depth at Curb: 2.0201 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8273 cfs
Bypass Flow: 0.0867 cfs
Approach Velocity: 1.8245 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9051

Curb and Gutter Analysis: CI 115
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6344 ft
Gutter Result Parameters
Design Flow: 0.9520 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4627 ft^2
Eo (Gutter Flow to Total Flow): 0.5471
Gutter Depth at Curb: 1.9523 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1591 ft
Computed Width of Spread at Sag: 7.9555 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 116
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.8432 ft
Gutter Result Parameters
Design Flow: 0.4480 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2571 ft^2
Eo (Gutter Flow to Total Flow): 0.6937
Gutter Depth at Curb: 1.5224 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.0963 ft
Computed Width of Spread at Sag: 4.8131 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: DI 117 NO SPREAD
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7680 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4806 ft^2
Eo (Gutter Flow to Total Flow): 0.5383
Gutter Depth at Curb: 1.9843 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8883 cfs
Bypass Flow: 0.1117 cfs
Approach Velocity: 2.0809 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8883

Curb and Gutter Analysis: CI 118
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.9948 ft
Gutter Result Parameters
Design Flow: 1.0850 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5118 ft^2
Eo (Gutter Flow to Total Flow): 0.5238
Gutter Depth at Curb: 2.0387 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9567 cfs
Bypass Flow: 0.1283 cfs
Approach Velocity: 2.1201 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8818

Curb and Gutter Analysis: CI 119
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.7109 ft
Gutter Result Parameters
Design Flow: 1.3840 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.6171 ft^2
Eo (Gutter Flow to Total Flow): 0.4824
Gutter Depth at Curb: 2.2106 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.1923 cfs
Bypass Flow: 0.1917 cfs
Approach Velocity: 2.2428 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8615

Curb and Gutter Analysis: CI 120
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2612 ft
Gutter Result Parameters
Design Flow: 0.8260 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4145 ft^2
Eo (Gutter Flow to Total Flow): 0.5732
Gutter Depth at Curb: 1.8627 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7456 cfs
Bypass Flow: 0.0804 cfs
Approach Velocity: 1.9926 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9027

Curb and Gutter Analysis: CI 121
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1189 ft
Gutter Result Parameters
Design Flow: 0.7810 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3969 ft^2
Eo (Gutter Flow to Total Flow): 0.5838
Gutter Depth at Curb: 1.8285 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7082 cfs
Bypass Flow: 0.0728 cfs
Approach Velocity: 1.9677 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9067

Curb and Gutter Analysis: CI 122
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1986 ft
Gutter Result Parameters
Design Flow: 0.8060 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4067 ft^2
Eo (Gutter Flow to Total Flow): 0.5778
Gutter Depth at Curb: 1.8477 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1424 ft
Computed Width of Spread at Sag: 7.1198 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 123
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0220 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.3465 ft
Gutter Result Parameters
Design Flow: 0.5190 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2114 ft^2
Eo (Gutter Flow to Total Flow): 0.7447
Gutter Depth at Curb: 1.4032 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4792 cfs
Bypass Flow: 0.0398 cfs
Approach Velocity: 2.4548 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9232

Curb and Gutter Analysis: CI 124
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.9610 ft
Gutter Result Parameters
Design Flow: 0.7330 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3778 ft^2
Eo (Gutter Flow to Total Flow): 0.5958
Gutter Depth at Curb: 1.7906 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6679 cfs
Bypass Flow: 0.0651 cfs
Approach Velocity: 1.9400 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9112

Curb and Gutter Analysis: CI 125
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2829 ft
Gutter Result Parameters
Design Flow: 0.8330 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4172 ft^2
Eo (Gutter Flow to Total Flow): 0.5717
Gutter Depth at Curb: 1.8679 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7514 cfs
Bypass Flow: 0.0816 cfs
Approach Velocity: 1.9964 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9021

Curb and Gutter Analysis: CI 126
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 8.1798 ft
Gutter Result Parameters
Design Flow: 1.6060 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.6916 ft^2
Eo (Gutter Flow to Total Flow): 0.4583
Gutter Depth at Curb: 2.3232 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.3624 cfs
Bypass Flow: 0.2436 cfs
Approach Velocity: 2.3222 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8483

Curb and Gutter Analysis: CI 127
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 8.1698 ft
Gutter Result Parameters
Design Flow: 1.6010 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.6899 ft^2
Eo (Gutter Flow to Total Flow): 0.4588
Gutter Depth at Curb: 2.3207 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.3586 cfs
Bypass Flow: 0.2424 cfs
Approach Velocity: 2.3205 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8486

Curb and Gutter Analysis: CI 128
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0129 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1247 ft
Gutter Result Parameters
Design Flow: 1.2900 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5301 ft^2
Eo (Gutter Flow to Total Flow): 0.5158
Gutter Depth at Curb: 2.0699 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.1043 cfs
Bypass Flow: 0.1857 cfs
Approach Velocity: 2.4334 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8560

Curb and Gutter Analysis: CI 129
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 3.2016 ft
Gutter Result Parameters
Design Flow: 0.1820 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1250 ft^2
Eo (Gutter Flow to Total Flow): 0.8757
Gutter Depth at Curb: 1.1284 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.0528 ft
Computed Width of Spread at Sag: 2.6401 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 130
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.4188 ft
Gutter Result Parameters
Design Flow: 1.0880 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5729 ft^2
Eo (Gutter Flow to Total Flow): 0.4986
Gutter Depth at Curb: 2.1405 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9717 cfs
Bypass Flow: 0.1163 cfs
Approach Velocity: 1.8992 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8931

Curb and Gutter Analysis: CI 131
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.4757 ft
Gutter Result Parameters
Design Flow: 1.1090 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5814 ft^2
Eo (Gutter Flow to Total Flow): 0.4953
Gutter Depth at Curb: 2.1542 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9890 cfs
Bypass Flow: 0.1200 cfs
Approach Velocity: 1.9076 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8918

Curb and Gutter Analysis: CI 132
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0120 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.7666 ft
Gutter Result Parameters
Design Flow: 0.4730 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2497 ft^2
Eo (Gutter Flow to Total Flow): 0.7012
Gutter Depth at Curb: 1.5040 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4430 cfs
Bypass Flow: 0.0300 cfs
Approach Velocity: 1.8943 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9366

Curb and Gutter Analysis: CI 133
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0120 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.2379 ft
Gutter Result Parameters
Design Flow: 1.2940 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5464 ft^2
Eo (Gutter Flow to Total Flow): 0.5091
Gutter Depth at Curb: 2.0971 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.1115 cfs
Bypass Flow: 0.1825 cfs
Approach Velocity: 2.3683 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8590

Curb and Gutter Analysis: CI 134
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.2686 ft
Gutter Result Parameters
Design Flow: 0.3360 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2047 ft^2
Eo (Gutter Flow to Total Flow): 0.7531
Gutter Depth at Curb: 1.3845 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.0795 ft
Computed Width of Spread at Sag: 3.9732 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 135
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0075 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5570 ft
Gutter Result Parameters
Design Flow: 0.8010 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4524 ft^2
Eo (Gutter Flow to Total Flow): 0.5524
Gutter Depth at Curb: 1.9337 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7319 cfs
Bypass Flow: 0.0691 cfs
Approach Velocity: 1.7704 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9137

Curb and Gutter Analysis: CI 136
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 3.3610 ft
Gutter Result Parameters
Design Flow: 0.1620 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1355 ft^2
Eo (Gutter Flow to Total Flow): 0.8570
Gutter Depth at Curb: 1.1667 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1596 cfs
Bypass Flow: 0.0024 cfs
Approach Velocity: 1.1959 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9849

Curb and Gutter Analysis: CI 137
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 3.4790 ft
Gutter Result Parameters
Design Flow: 0.1740 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1435 ft^2
Eo (Gutter Flow to Total Flow): 0.8431
Gutter Depth at Curb: 1.1950 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1711 cfs
Bypass Flow: 0.0029 cfs
Approach Velocity: 1.2122 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9831

Curb and Gutter Analysis: CI 138
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0943 ft
Gutter Result Parameters
Design Flow: 0.9060 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5258 ft^2
Eo (Gutter Flow to Total Flow): 0.5177
Gutter Depth at Curb: 2.0626 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8251 cfs
Bypass Flow: 0.0809 cfs
Approach Velocity: 1.7231 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9107

Curb and Gutter Analysis: CI 139
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7605 ft
Gutter Result Parameters
Design Flow: 0.8040 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4795 ft^2
Eo (Gutter Flow to Total Flow): 0.5388
Gutter Depth at Curb: 1.9825 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7380 cfs
Bypass Flow: 0.0660 cfs
Approach Velocity: 1.6766 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9179

Curb and Gutter Analysis: CI 140
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6710 ft
Gutter Result Parameters
Design Flow: 0.7780 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4675 ft^2
Eo (Gutter Flow to Total Flow): 0.5447
Gutter Depth at Curb: 1.9610 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7157 cfs
Bypass Flow: 0.0623 cfs
Approach Velocity: 1.6641 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9199

Curb and Gutter Analysis: CI 141
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.8414 ft
Gutter Result Parameters
Design Flow: 0.8280 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4905 ft^2
Eo (Gutter Flow to Total Flow): 0.5335
Gutter Depth at Curb: 2.0019 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7586 cfs
Bypass Flow: 0.0694 cfs
Approach Velocity: 1.6879 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9162

Curb and Gutter Analysis: CI 142
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5617 ft
Gutter Result Parameters
Design Flow: 0.7470 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4531 ft^2
Eo (Gutter Flow to Total Flow): 0.5521
Gutter Depth at Curb: 1.9348 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6889 cfs
Bypass Flow: 0.0581 cfs
Approach Velocity: 1.6488 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9223

Curb and Gutter Analysis: CI 143
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5617 ft
Gutter Result Parameters
Design Flow: 0.7470 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4531 ft^2
Eo (Gutter Flow to Total Flow): 0.5521
Gutter Depth at Curb: 1.9348 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6889 cfs
Bypass Flow: 0.0581 cfs
Approach Velocity: 1.6488 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9223

Curb and Gutter Analysis: CI 144
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6008 ft
Gutter Result Parameters
Design Flow: 0.7580 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4582 ft^2
Eo (Gutter Flow to Total Flow): 0.5494
Gutter Depth at Curb: 1.9442 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6984 cfs
Bypass Flow: 0.0596 cfs
Approach Velocity: 1.6543 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9214

Curb and Gutter Analysis: CI 145
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5795 ft
Gutter Result Parameters
Design Flow: 0.7520 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4554 ft^2
Eo (Gutter Flow to Total Flow): 0.5508
Gutter Depth at Curb: 1.9391 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6932 cfs
Bypass Flow: 0.0588 cfs
Approach Velocity: 1.6513 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9219

Curb and Gutter Analysis: CI 146
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6396 ft
Gutter Result Parameters
Design Flow: 0.7690 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4633 ft^2
Eo (Gutter Flow to Total Flow): 0.5468
Gutter Depth at Curb: 1.9535 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7079 cfs
Bypass Flow: 0.0611 cfs
Approach Velocity: 1.6597 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9206

Curb and Gutter Analysis: CI 147
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6114 ft
Gutter Result Parameters
Design Flow: 0.7610 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4596 ft^2
Eo (Gutter Flow to Total Flow): 0.5487
Gutter Depth at Curb: 1.9467 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7010 cfs
Bypass Flow: 0.0600 cfs
Approach Velocity: 1.6558 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9212

Curb and Gutter Analysis: CI 148
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5546 ft
Gutter Result Parameters
Design Flow: 0.7450 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4521 ft^2
Eo (Gutter Flow to Total Flow): 0.5525
Gutter Depth at Curb: 1.9331 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6872 cfs
Bypass Flow: 0.0578 cfs
Approach Velocity: 1.6478 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9224

Curb and Gutter Analysis: CI 149
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5867 ft
Gutter Result Parameters
Design Flow: 0.7540 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4563 ft^2
Eo (Gutter Flow to Total Flow): 0.5504
Gutter Depth at Curb: 1.9408 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6950 cfs
Bypass Flow: 0.0590 cfs
Approach Velocity: 1.6523 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9217

Curb and Gutter Analysis: CI 150
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7639 ft
Gutter Result Parameters
Design Flow: 0.8050 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4800 ft^2
Eo (Gutter Flow to Total Flow): 0.5386
Gutter Depth at Curb: 1.9833 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7389 cfs
Bypass Flow: 0.0661 cfs
Approach Velocity: 1.6771 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9179

Curb and Gutter Analysis: CI 151
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.5546 ft
Gutter Result Parameters
Design Flow: 0.7450 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4521 ft^2
Eo (Gutter Flow to Total Flow): 0.5525
Gutter Depth at Curb: 1.9331 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6872 cfs
Bypass Flow: 0.0578 cfs
Approach Velocity: 1.6478 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9224

Curb and Gutter Analysis: CI 152
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0063 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6535 ft
Gutter Result Parameters
Design Flow: 0.7610 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4652 ft^2
Eo (Gutter Flow to Total Flow): 0.5459
Gutter Depth at Curb: 1.9568 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7017 cfs
Bypass Flow: 0.0593 cfs
Approach Velocity: 1.6359 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9221

Curb and Gutter Analysis: CI 153
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0063 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1358 ft
Gutter Result Parameters
Design Flow: 0.9050 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5317 ft^2
Eo (Gutter Flow to Total Flow): 0.5152
Gutter Depth at Curb: 2.0726 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8252 cfs
Bypass Flow: 0.0798 cfs
Approach Velocity: 1.7021 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9118

Curb and Gutter Analysis: CI 154
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.7580 ft
Gutter Result Parameters
Design Flow: 0.4300 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2489 ft^2
Eo (Gutter Flow to Total Flow): 0.7021
Gutter Depth at Curb: 1.5019 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4062 cfs
Bypass Flow: 0.0238 cfs
Approach Velocity: 1.7277 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9446

Curb and Gutter Analysis: CI 155
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0174 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.3251 ft
Gutter Result Parameters
Design Flow: 0.7380 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3061 ft^2
Eo (Gutter Flow to Total Flow): 0.6487
Gutter Depth at Curb: 1.6380 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6618 cfs
Bypass Flow: 0.0762 cfs
Approach Velocity: 2.4113 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8967

Curb and Gutter Analysis: CI 156
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0175 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.1883 ft
Gutter Result Parameters
Design Flow: 0.6960 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2917 ft^2
Eo (Gutter Flow to Total Flow): 0.6610
Gutter Depth at Curb: 1.6052 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6276 cfs
Bypass Flow: 0.0684 cfs
Approach Velocity: 2.3862 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9017

Curb and Gutter Analysis: CI 157
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0174 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.9374 ft
Gutter Result Parameters
Design Flow: 0.6180 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2663 ft^2
Eo (Gutter Flow to Total Flow): 0.6845
Gutter Depth at Curb: 1.5450 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5634 cfs
Bypass Flow: 0.0546 cfs
Approach Velocity: 2.3208 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9117

Curb and Gutter Analysis: CI 158
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0174 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1933 ft
Gutter Result Parameters
Design Flow: 1.0610 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4061 ft^2
Eo (Gutter Flow to Total Flow): 0.5782
Gutter Depth at Curb: 1.8464 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9157 cfs
Bypass Flow: 0.1453 cfs
Approach Velocity: 2.6128 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8630

Curb and Gutter Analysis: CI 159
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0174 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.4478 ft
Gutter Result Parameters
Design Flow: 0.7790 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3193 ft^2
Eo (Gutter Flow to Total Flow): 0.6379
Gutter Depth at Curb: 1.6675 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6948 cfs
Bypass Flow: 0.0842 cfs
Approach Velocity: 2.4398 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8920

Curb and Gutter Analysis: CI 160
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0174 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.8501 ft
Gutter Result Parameters
Design Flow: 0.9240 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3647 ft^2
Eo (Gutter Flow to Total Flow): 0.6045
Gutter Depth at Curb: 1.7640 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8097 cfs
Bypass Flow: 0.1143 cfs
Approach Velocity: 2.5334 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8763

Curb and Gutter Analysis: DI 161 NO SPREAD
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7680 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4806 ft^2
Eo (Gutter Flow to Total Flow): 0.5383
Gutter Depth at Curb: 1.9843 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8883 cfs
Bypass Flow: 0.1117 cfs
Approach Velocity: 2.0809 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8883

Curb and Gutter Analysis: CI 162
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.9124 ft
Gutter Result Parameters
Design Flow: 0.4630 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2638 ft^2
Eo (Gutter Flow to Total Flow): 0.6869
Gutter Depth at Curb: 1.5390 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.0984 ft
Computed Width of Spread at Sag: 4.9200 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 163
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1382 ft
Gutter Result Parameters
Design Flow: 0.7870 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3993 ft^2
Eo (Gutter Flow to Total Flow): 0.5823
Gutter Depth at Curb: 1.8332 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1401 ft
Computed Width of Spread at Sag: 7.0074 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: DI 164 NO SPREAD
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7680 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4806 ft^2
Eo (Gutter Flow to Total Flow): 0.5383
Gutter Depth at Curb: 1.9843 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8883 cfs
Bypass Flow: 0.1117 cfs
Approach Velocity: 2.0809 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8883

Curb and Gutter Analysis: CI 165
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0841 ft
Gutter Result Parameters
Design Flow: 0.6210 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3927 ft^2
Eo (Gutter Flow to Total Flow): 0.5864
Gutter Depth at Curb: 1.8202 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5791 cfs
Bypass Flow: 0.0419 cfs
Approach Velocity: 1.5815 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9326

Curb and Gutter Analysis: CI 166
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.6571 ft
Gutter Result Parameters
Design Flow: 0.7740 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4657 ft^2
Eo (Gutter Flow to Total Flow): 0.5456
Gutter Depth at Curb: 1.9577 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7122 cfs
Bypass Flow: 0.0618 cfs
Approach Velocity: 1.6621 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9202

Curb and Gutter Analysis: CI 167
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2813 ft
Gutter Result Parameters
Design Flow: 0.6660 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4171 ft^2
Eo (Gutter Flow to Total Flow): 0.5718
Gutter Depth at Curb: 1.8675 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6188 cfs
Bypass Flow: 0.0472 cfs
Approach Velocity: 1.5969 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9291

Curb and Gutter Analysis: CI 168
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1604 ft
Gutter Result Parameters
Design Flow: 0.9200 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5352 ft^2
Eo (Gutter Flow to Total Flow): 0.5137
Gutter Depth at Curb: 2.0785 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8374 cfs
Bypass Flow: 0.0826 cfs
Approach Velocity: 1.7189 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9102

Curb and Gutter Analysis: CI 169
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2033 ft
Gutter Result Parameters
Design Flow: 0.6460 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4073 ft^2
Eo (Gutter Flow to Total Flow): 0.5775
Gutter Depth at Curb: 1.8488 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6013 cfs
Bypass Flow: 0.0447 cfs
Approach Velocity: 1.5860 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9308

Curb and Gutter Analysis: CI 170
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.6664 ft
Gutter Result Parameters
Design Flow: 0.5190 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3436 ft^2
Eo (Gutter Flow to Total Flow): 0.6194
Gutter Depth at Curb: 1.7199 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4890 cfs
Bypass Flow: 0.0300 cfs
Approach Velocity: 1.5106 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9421

Curb and Gutter Analysis: CI 171
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0833 ft
Gutter Result Parameters
Design Flow: 0.6160 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3926 ft^2
Eo (Gutter Flow to Total Flow): 0.5864
Gutter Depth at Curb: 1.8200 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5749 cfs
Bypass Flow: 0.0411 cfs
Approach Velocity: 1.5692 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9334

Curb and Gutter Analysis: CI 172
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0974 ft
Gutter Result Parameters
Design Flow: 0.9000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5262 ft^2
Eo (Gutter Flow to Total Flow): 0.5175
Gutter Depth at Curb: 2.0634 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8204 cfs
Bypass Flow: 0.0796 cfs
Approach Velocity: 1.7103 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9116

Curb and Gutter Analysis: CI 173
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1637 ft
Gutter Result Parameters
Design Flow: 0.6360 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4024 ft^2
Eo (Gutter Flow to Total Flow): 0.5804
Gutter Depth at Curb: 1.8393 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5925 cfs
Bypass Flow: 0.0435 cfs
Approach Velocity: 1.5805 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9316

Curb and Gutter Analysis: CI 174
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.8743 ft
Gutter Result Parameters
Design Flow: 0.5660 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3676 ft^2
Eo (Gutter Flow to Total Flow): 0.6026
Gutter Depth at Curb: 1.7698 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5308 cfs
Bypass Flow: 0.0352 cfs
Approach Velocity: 1.5398 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9378

Curb and Gutter Analysis: CI 175
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.2399 ft
Gutter Result Parameters
Design Flow: 0.9530 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5467 ft^2
Eo (Gutter Flow to Total Flow): 0.5089
Gutter Depth at Curb: 2.0976 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8648 cfs
Bypass Flow: 0.0882 cfs
Approach Velocity: 1.7433 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9075

Curb and Gutter Analysis: CI 176
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.3044 ft
Gutter Result Parameters
Design Flow: 0.6720 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4200 ft^2
Eo (Gutter Flow to Total Flow): 0.5701
Gutter Depth at Curb: 1.8731 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6241 cfs
Bypass Flow: 0.0479 cfs
Approach Velocity: 1.6002 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9287

Curb and Gutter Analysis: CI 177
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.9000 ft
Gutter Result Parameters
Design Flow: 0.5720 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3706 ft^2
Eo (Gutter Flow to Total Flow): 0.6006
Gutter Depth at Curb: 1.7760 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5361 cfs
Bypass Flow: 0.0359 cfs
Approach Velocity: 1.5434 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9372

Curb and Gutter Analysis: CI 178
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.3044 ft
Gutter Result Parameters
Design Flow: 0.6720 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4200 ft^2
Eo (Gutter Flow to Total Flow): 0.5701
Gutter Depth at Curb: 1.8731 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6241 cfs
Bypass Flow: 0.0479 cfs
Approach Velocity: 1.6002 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9287

Curb and Gutter Analysis: CI 179
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.4180 ft
Gutter Result Parameters
Design Flow: 0.7020 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4344 ft^2
Eo (Gutter Flow to Total Flow): 0.5620
Gutter Depth at Curb: 1.9003 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6502 cfs
Bypass Flow: 0.0518 cfs
Approach Velocity: 1.6160 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9262

Curb and Gutter Analysis: CI 180
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.2410 ft
Gutter Result Parameters
Design Flow: 0.9460 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5468 ft^2
Eo (Gutter Flow to Total Flow): 0.5089
Gutter Depth at Curb: 2.0978 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8594 cfs
Bypass Flow: 0.0866 cfs
Approach Velocity: 1.7300 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9085

Curb and Gutter Analysis: CI 181
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0064 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.9340 ft
Gutter Result Parameters
Design Flow: 0.5800 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3746 ft^2
Eo (Gutter Flow to Total Flow): 0.5979
Gutter Depth at Curb: 1.7842 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5432 cfs
Bypass Flow: 0.0368 cfs
Approach Velocity: 1.5482 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9365

Curb and Gutter Analysis: CI 182
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.7194 ft
Gutter Result Parameters
Design Flow: 0.4220 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2452 ft^2
Eo (Gutter Flow to Total Flow): 0.7060
Gutter Depth at Curb: 1.4927 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.0925 ft
Computed Width of Spread at Sag: 4.6251 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 183 DBL
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.4373 ft
Gutter Result Parameters
Design Flow: 0.8840 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4369 ft^2
Eo (Gutter Flow to Total Flow): 0.5607
Gutter Depth at Curb: 1.9050 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 10.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 13.0000 ft
Effective Perimeter: 6.5000 ft
Area: 13.5000 ft^2
Effective Area: 6.7500 ft^2
Depth at center of grate: 0.1271 ft
Computed Width of Spread at Sag: 6.3569 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 184
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0105 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 2.7638 ft
Gutter Result Parameters
Design Flow: 0.1400 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0989 ft^2
Eo (Gutter Flow to Total Flow): 0.9251
Gutter Depth at Curb: 1.0233 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1386 cfs
Bypass Flow: 0.0014 cfs
Approach Velocity: 1.4158 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9897

Curb and Gutter Analysis: CI 185
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0105 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.8777 ft
Gutter Result Parameters
Design Flow: 0.7260 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3680 ft^2
Eo (Gutter Flow to Total Flow): 0.6023
Gutter Depth at Curb: 1.7707 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6611 cfs
Bypass Flow: 0.0649 cfs
Approach Velocity: 1.9729 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9106

Curb and Gutter Analysis: CI 186
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0105 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1555 ft
Gutter Result Parameters
Design Flow: 0.8120 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4014 ft^2
Eo (Gutter Flow to Total Flow): 0.5810
Gutter Depth at Curb: 1.8373 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7328 cfs
Bypass Flow: 0.0792 cfs
Approach Velocity: 2.0229 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9025

Curb and Gutter Analysis: CI 187
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0105 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.4204 ft
Gutter Result Parameters
Design Flow: 0.9000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4347 ft^2
Eo (Gutter Flow to Total Flow): 0.5618
Gutter Depth at Curb: 1.9009 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8052 cfs
Bypass Flow: 0.0948 cfs
Approach Velocity: 2.0703 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8947

Curb and Gutter Analysis: CI 188
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0105 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0155 ft
Gutter Result Parameters
Design Flow: 1.1200 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5147 ft^2
Eo (Gutter Flow to Total Flow): 0.5225
Gutter Depth at Curb: 2.0437 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9825 cfs
Bypass Flow: 0.1375 cfs
Approach Velocity: 2.1761 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8772

Curb and Gutter Analysis: CI 189
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0105 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.6565 ft
Gutter Result Parameters
Design Flow: 0.6620 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3425 ft^2
Eo (Gutter Flow to Total Flow): 0.6202
Gutter Depth at Curb: 1.7176 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6071 cfs
Bypass Flow: 0.0549 cfs
Approach Velocity: 1.9330 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9170

Curb and Gutter Analysis: CI 190
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0833 ft
Gutter Result Parameters
Design Flow: 0.7700 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3926 ft^2
Eo (Gutter Flow to Total Flow): 0.5864
Gutter Depth at Curb: 1.8200 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6990 cfs
Bypass Flow: 0.0710 cfs
Approach Velocity: 1.9615 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9078

Curb and Gutter Analysis: CI 191
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.6344 ft
Gutter Result Parameters
Design Flow: 0.6400 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3400 ft^2
Eo (Gutter Flow to Total Flow): 0.6221
Gutter Depth at Curb: 1.7123 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5891 cfs
Bypass Flow: 0.0509 cfs
Approach Velocity: 1.8826 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9204

Curb and Gutter Analysis: CI 192
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 1.8090 ft
Gutter Result Parameters
Design Flow: 0.0670 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0552 ft^2
Eo (Gutter Flow to Total Flow): 0.9964
Gutter Depth at Curb: 0.7942 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.0670 cfs
Bypass Flow: 0.0000 cfs
Approach Velocity: 1.2132 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9996

Curb and Gutter Analysis: CI 193
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.4765 ft
Gutter Result Parameters
Design Flow: 0.5980 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3224 ft^2
Eo (Gutter Flow to Total Flow): 0.6354
Gutter Depth at Curb: 1.6744 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5531 cfs
Bypass Flow: 0.0449 cfs
Approach Velocity: 1.8547 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9249

Curb and Gutter Analysis: CI 194
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.4183 ft
Gutter Result Parameters
Design Flow: 0.5830 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3161 ft^2
Eo (Gutter Flow to Total Flow): 0.6405
Gutter Depth at Curb: 1.6604 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5401 cfs
Bypass Flow: 0.0429 cfs
Approach Velocity: 1.8444 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9265

Curb and Gutter Analysis: CI 195
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.8414 ft
Gutter Result Parameters
Design Flow: 1.0270 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4905 ft^2
Eo (Gutter Flow to Total Flow): 0.5335
Gutter Depth at Curb: 2.0019 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9101 cfs
Bypass Flow: 0.1169 cfs
Approach Velocity: 2.0936 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8862

Curb and Gutter Analysis: CI 196
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7378 ft
Gutter Result Parameters
Design Flow: 0.9890 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4765 ft^2
Eo (Gutter Flow to Total Flow): 0.5403
Gutter Depth at Curb: 1.9771 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8793 cfs
Bypass Flow: 0.1097 cfs
Approach Velocity: 2.0756 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8891

Curb and Gutter Analysis: CI 197
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0077 ft
Gutter Result Parameters
Design Flow: 1.0900 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5136 ft^2
Eo (Gutter Flow to Total Flow): 0.5230
Gutter Depth at Curb: 2.0419 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9608 cfs
Bypass Flow: 0.1292 cfs
Approach Velocity: 2.1224 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8814

Curb and Gutter Analysis: CI 198
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.9817 ft
Gutter Result Parameters
Design Flow: 1.0800 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5099 ft^2
Eo (Gutter Flow to Total Flow): 0.5246
Gutter Depth at Curb: 2.0356 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9527 cfs
Bypass Flow: 0.1273 cfs
Approach Velocity: 2.1179 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8822

Curb and Gutter Analysis: CI 199
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.8572 ft
Gutter Result Parameters
Design Flow: 0.4510 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2584 ft^2
Eo (Gutter Flow to Total Flow): 0.6923
Gutter Depth at Curb: 1.5257 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.0967 ft
Computed Width of Spread at Sag: 4.8346 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 200
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.0245 ft
Gutter Result Parameters
Design Flow: 0.4880 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2750 ft^2
Eo (Gutter Flow to Total Flow): 0.6762
Gutter Depth at Curb: 1.5659 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1019 ft
Computed Width of Spread at Sag: 5.0955 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 201
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.8811 ft
Gutter Result Parameters
Design Flow: 0.5720 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3684 ft^2
Eo (Gutter Flow to Total Flow): 0.6021
Gutter Depth at Curb: 1.7715 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5359 cfs
Bypass Flow: 0.0361 cfs
Approach Velocity: 1.5528 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9369

Curb and Gutter Analysis: CI 202
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.7511 ft
Gutter Result Parameters
Design Flow: 0.5420 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3532 ft^2
Eo (Gutter Flow to Total Flow): 0.6125
Gutter Depth at Curb: 1.7403 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5093 cfs
Bypass Flow: 0.0327 cfs
Approach Velocity: 1.5343 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9396

Curb and Gutter Analysis: CI 203
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.6707 ft
Gutter Result Parameters
Design Flow: 0.5240 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3441 ft^2
Eo (Gutter Flow to Total Flow): 0.6190
Gutter Depth at Curb: 1.7210 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4933 cfs
Bypass Flow: 0.0307 cfs
Approach Velocity: 1.5229 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9413

Curb and Gutter Analysis: CI 204
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0558 ft
Gutter Result Parameters
Design Flow: 0.6140 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3892 ft^2
Eo (Gutter Flow to Total Flow): 0.5885
Gutter Depth at Curb: 1.8134 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5730 cfs
Bypass Flow: 0.0410 cfs
Approach Velocity: 1.5775 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9332

Curb and Gutter Analysis: CI 205
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.1362 ft
Gutter Result Parameters
Design Flow: 0.6340 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3990 ft^2
Eo (Gutter Flow to Total Flow): 0.5825
Gutter Depth at Curb: 1.8327 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5905 cfs
Bypass Flow: 0.0435 cfs
Approach Velocity: 1.5889 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9314

Curb and Gutter Analysis: CI 206
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.5044 ft
Gutter Result Parameters
Design Flow: 0.4880 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3255 ft^2
Eo (Gutter Flow to Total Flow): 0.6330
Gutter Depth at Curb: 1.6811 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4611 cfs
Bypass Flow: 0.0269 cfs
Approach Velocity: 1.4993 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9448

Curb and Gutter Analysis: CI 207
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.2307 ft
Gutter Result Parameters
Design Flow: 0.9500 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5453 ft^2
Eo (Gutter Flow to Total Flow): 0.5095
Gutter Depth at Curb: 2.0954 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8623 cfs
Bypass Flow: 0.0877 cfs
Approach Velocity: 1.7421 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9077

Curb and Gutter Analysis: CI 208
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7808 ft
Gutter Result Parameters
Design Flow: 0.8100 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4823 ft^2
Eo (Gutter Flow to Total Flow): 0.5374
Gutter Depth at Curb: 1.9874 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.7432 cfs
Bypass Flow: 0.0668 cfs
Approach Velocity: 1.6795 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9175

Curb and Gutter Analysis: CI 209
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0123 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0936 ft
Gutter Result Parameters
Design Flow: 1.2460 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5257 ft^2
Eo (Gutter Flow to Total Flow): 0.5177
Gutter Depth at Curb: 2.0625 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.0732 cfs
Bypass Flow: 0.1728 cfs
Approach Velocity: 2.3702 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8613

Curb and Gutter Analysis: CI 210
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0123 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2329 ft
Gutter Result Parameters
Design Flow: 0.9060 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4110 ft^2
Eo (Gutter Flow to Total Flow): 0.5753
Gutter Depth at Curb: 1.8559 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8054 cfs
Bypass Flow: 0.1006 cfs
Approach Velocity: 2.2044 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8889

Curb and Gutter Analysis: CI 211
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0128 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1091 ft
Gutter Result Parameters
Design Flow: 1.2780 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5279 ft^2
Eo (Gutter Flow to Total Flow): 0.5168
Gutter Depth at Curb: 2.0662 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.0956 cfs
Bypass Flow: 0.1824 cfs
Approach Velocity: 2.4209 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8573

Curb and Gutter Analysis: CI 212
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0128 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.3521 ft
Gutter Result Parameters
Design Flow: 0.9680 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4260 ft^2
Eo (Gutter Flow to Total Flow): 0.5667
Gutter Depth at Curb: 1.8845 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8538 cfs
Bypass Flow: 0.1142 cfs
Approach Velocity: 2.2724 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8820

Curb and Gutter Analysis: CI 213
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0128 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.0957 ft
Gutter Result Parameters
Design Flow: 1.2720 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5260 ft^2
Eo (Gutter Flow to Total Flow): 0.5176
Gutter Depth at Curb: 2.0630 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.0910 cfs
Bypass Flow: 0.1810 cfs
Approach Velocity: 2.4183 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8577

Curb and Gutter Analysis: CI 214
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0128 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1002 ft
Gutter Result Parameters
Design Flow: 1.2740 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5266 ft^2
Eo (Gutter Flow to Total Flow): 0.5173
Gutter Depth at Curb: 2.0640 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.0925 cfs
Bypass Flow: 0.1815 cfs
Approach Velocity: 2.4192 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8575

Curb and Gutter Analysis: CI 215
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.6417 ft
Gutter Result Parameters
Design Flow: 0.6420 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3408 ft^2
Eo (Gutter Flow to Total Flow): 0.6214
Gutter Depth at Curb: 1.7140 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5908 cfs
Bypass Flow: 0.0512 cfs
Approach Velocity: 1.8839 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9202

Curb and Gutter Analysis: CI 216
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.8895 ft
Gutter Result Parameters
Design Flow: 0.4580 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2616 ft^2
Eo (Gutter Flow to Total Flow): 0.6892
Gutter Depth at Curb: 1.5335 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4310 cfs
Bypass Flow: 0.0270 cfs
Approach Velocity: 1.7509 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9411

Curb and Gutter Analysis: CI 217
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.6105 ft
Gutter Result Parameters
Design Flow: 0.4000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2351 ft^2
Eo (Gutter Flow to Total Flow): 0.7170
Gutter Depth at Curb: 1.4665 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.3794 cfs
Bypass Flow: 0.0206 cfs
Approach Velocity: 1.7016 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9485

Curb and Gutter Analysis: CI 218
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.9765 ft
Gutter Result Parameters
Design Flow: 1.0780 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5092 ft^2
Eo (Gutter Flow to Total Flow): 0.5250
Gutter Depth at Curb: 2.0344 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9511 cfs
Bypass Flow: 0.1269 cfs
Approach Velocity: 2.1170 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8823

Curb and Gutter Analysis: CI 219
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.8415 ft
Gutter Result Parameters
Design Flow: 0.6980 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3637 ft^2
Eo (Gutter Flow to Total Flow): 0.6052
Gutter Depth at Curb: 1.7620 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6384 cfs
Bypass Flow: 0.0596 cfs
Approach Velocity: 1.9190 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9146

Curb and Gutter Analysis: CI 220
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 7.1854 ft
Gutter Result Parameters
Design Flow: 1.1600 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.5388 ft^2
Eo (Gutter Flow to Total Flow): 0.5122
Gutter Depth at Curb: 2.0845 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 1.0166 cfs
Bypass Flow: 0.1434 cfs
Approach Velocity: 2.1530 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8764

Curb and Gutter Analysis: CI 221
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.0110 ft
Gutter Result Parameters
Design Flow: 0.7480 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3838 ft^2
Eo (Gutter Flow to Total Flow): 0.5919
Gutter Depth at Curb: 1.8026 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6805 cfs
Bypass Flow: 0.0675 cfs
Approach Velocity: 1.9488 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9098

Curb and Gutter Analysis: CI 222
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.8136 ft
Gutter Result Parameters
Design Flow: 0.6900 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3605 ft^2
Eo (Gutter Flow to Total Flow): 0.6074
Gutter Depth at Curb: 1.7553 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.6316 cfs
Bypass Flow: 0.0584 cfs
Approach Velocity: 1.9141 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9154

Curb and Gutter Analysis: CI 223
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.5751 ft
Gutter Result Parameters
Design Flow: 0.6240 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3333 ft^2
Eo (Gutter Flow to Total Flow): 0.6270
Gutter Depth at Curb: 1.6980 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5754 cfs
Bypass Flow: 0.0486 cfs
Approach Velocity: 1.8721 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9221

Curb and Gutter Analysis: CI 224
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.2425 ft
Gutter Result Parameters
Design Flow: 0.8200 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4122 ft^2
Eo (Gutter Flow to Total Flow): 0.5746
Gutter Depth at Curb: 1.8582 in
Inlet Input Parameters
Inlet Location: Inlet in Sag
Percent Clogging: 50.0000
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Perimeter: 10.0000 ft
Effective Perimeter: 5.0000 ft
Area: 9.4500 ft^2
Effective Area: 4.7250 ft^2
Depth at center of grate: 0.1440 ft
Computed Width of Spread at Sag: 7.2020 ft
Flow type: Weir Flow
Efficiency: 1.0000

Curb and Gutter Analysis: CI 225
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 3.3205 ft
Gutter Result Parameters
Design Flow: 0.1960 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1328 ft^2
Eo (Gutter Flow to Total Flow): 0.8617
Gutter Depth at Curb: 1.1569 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1920 cfs
Bypass Flow: 0.0040 cfs
Approach Velocity: 1.4763 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9797

Curb and Gutter Analysis: DI 226 NO SPREAD
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7680 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4806 ft^2
Eo (Gutter Flow to Total Flow): 0.5383
Gutter Depth at Curb: 1.9843 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8883 cfs
Bypass Flow: 0.1117 cfs
Approach Velocity: 2.0809 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8883

Curb and Gutter Analysis: CI 227
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 0.9899 ft
Gutter Result Parameters
Design Flow: 0.0170 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0323 ft^2
Eo (Gutter Flow to Total Flow): 1.0000
Gutter Depth at Curb: 0.5976 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.0170 cfs
Bypass Flow: 0.0000 cfs
Approach Velocity: 0.5263 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 1.0000

Curb and Gutter Analysis: CI 228
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 1.7154 ft
Gutter Result Parameters
Design Flow: 0.0620 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0519 ft^2
Eo (Gutter Flow to Total Flow): 0.9985
Gutter Depth at Curb: 0.7717 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.0620 cfs
Bypass Flow: 0.0000 cfs
Approach Velocity: 1.1940 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9998

Curb and Gutter Analysis: CI 229
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 1.5749 ft
Gutter Result Parameters
Design Flow: 0.0550 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0473 ft^2
Eo (Gutter Flow to Total Flow): 0.9999
Gutter Depth at Curb: 0.7380 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.0550 cfs
Bypass Flow: 0.0000 cfs
Approach Velocity: 1.1627 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 1.0000

Curb and Gutter Analysis: CI 230
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0065 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.2081 ft
Gutter Result Parameters
Design Flow: 0.4280 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2937 ft^2
Eo (Gutter Flow to Total Flow): 0.6592
Gutter Depth at Curb: 1.6099 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4070 cfs
Bypass Flow: 0.0210 cfs
Approach Velocity: 1.4571 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9510

Curb and Gutter Analysis: CI 231
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 1.6163 ft
Gutter Result Parameters
Design Flow: 0.0570 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0486 ft^2
Eo (Gutter Flow to Total Flow): 0.9997
Gutter Depth at Curb: 0.7479 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.0570 cfs
Bypass Flow: 0.0000 cfs
Approach Velocity: 1.1723 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 1.0000

Curb and Gutter Analysis: CI 232
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 1.7722 ft
Gutter Result Parameters
Design Flow: 0.0650 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0539 ft^2
Eo (Gutter Flow to Total Flow): 0.9974
Gutter Depth at Curb: 0.7853 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.0650 cfs
Bypass Flow: 0.0000 cfs
Approach Velocity: 1.2058 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9997

Curb and Gutter Analysis: CI 233
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.1028 ft
Gutter Result Parameters
Design Flow: 0.5060 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2829 ft^2
Eo (Gutter Flow to Total Flow): 0.6689
Gutter Depth at Curb: 1.5847 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4732 cfs
Bypass Flow: 0.0328 cfs
Approach Velocity: 1.7887 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9352

Curb and Gutter Analysis: CI 234
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 2.6913 ft
Gutter Result Parameters
Design Flow: 0.1300 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0949 ft^2
Eo (Gutter Flow to Total Flow): 0.9328
Gutter Depth at Curb: 1.0059 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1289 cfs
Bypass Flow: 0.0011 cfs
Approach Velocity: 1.3694 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9912

Curb and Gutter Analysis: CI 235
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.3272 ft
Gutter Result Parameters
Design Flow: 0.5600 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3063 ft^2
Eo (Gutter Flow to Total Flow): 0.6485
Gutter Depth at Curb: 1.6385 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5203 cfs
Bypass Flow: 0.0397 cfs
Approach Velocity: 1.8283 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9290

Curb and Gutter Analysis: CI 236
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 0.8113 ft
Gutter Result Parameters
Design Flow: 0.0100 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.0291 ft^2
Eo (Gutter Flow to Total Flow): 1.0000
Gutter Depth at Curb: 0.5547 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.0100 cfs
Bypass Flow: 0.0000 cfs
Approach Velocity: 0.3439 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 1.0000

Curb and Gutter Analysis: CI 237
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 2.7997 ft
Gutter Result Parameters
Design Flow: 0.1400 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1009 ft^2
Eo (Gutter Flow to Total Flow): 0.9212
Gutter Depth at Curb: 1.0319 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1385 cfs
Bypass Flow: 0.0015 cfs
Approach Velocity: 1.3878 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9895

Curb and Gutter Analysis: CI 238
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 3.8653 ft
Gutter Result Parameters
Design Flow: 0.2700 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1719 ft^2
Eo (Gutter Flow to Total Flow): 0.7981
Gutter Depth at Curb: 1.2877 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.2612 cfs
Bypass Flow: 0.0088 cfs
Approach Velocity: 1.5706 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9674

Curb and Gutter Analysis: CI 239
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0090 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 4.6080 ft
Gutter Result Parameters
Design Flow: 0.3790 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2348 ft^2
Eo (Gutter Flow to Total Flow): 0.7172
Gutter Depth at Curb: 1.4659 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.3610 cfs
Bypass Flow: 0.0180 cfs
Approach Velocity: 1.6139 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9525

Curb and Gutter Analysis: CI 240
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 2.9026 ft
Gutter Result Parameters
Design Flow: 0.1500 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1067 ft^2
Eo (Gutter Flow to Total Flow): 0.9099
Gutter Depth at Curb: 1.0566 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1482 cfs
Bypass Flow: 0.0018 cfs
Approach Velocity: 1.4052 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9877

Curb and Gutter Analysis: CI 243
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 2.9026 ft
Gutter Result Parameters
Design Flow: 0.1500 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.1067 ft^2
Eo (Gutter Flow to Total Flow): 0.9099
Gutter Depth at Curb: 1.0566 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.1482 cfs
Bypass Flow: 0.0018 cfs
Approach Velocity: 1.4052 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9877

Curb and Gutter Analysis: CI 250
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.0333 ft
Gutter Result Parameters
Design Flow: 0.4900 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.2758 ft^2
Eo (Gutter Flow to Total Flow): 0.6754
Gutter Depth at Curb: 1.5680 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.4592 cfs
Bypass Flow: 0.0308 cfs
Approach Velocity: 1.7764 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9371

Curb and Gutter Analysis: CI 251
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.8762 ft
Gutter Result Parameters
Design Flow: 1.0400 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4953 ft^2
Eo (Gutter Flow to Total Flow): 0.5313
Gutter Depth at Curb: 2.0103 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.9206 cfs
Bypass Flow: 0.1194 cfs
Approach Velocity: 2.0996 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8852

Curb and Gutter Analysis: CI 252
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7129 ft
Gutter Result Parameters
Design Flow: 0.9800 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4731 ft^2
Eo (Gutter Flow to Total Flow): 0.5419
Gutter Depth at Curb: 1.9711 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8720 cfs
Bypass Flow: 0.1080 cfs
Approach Velocity: 2.0713 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8898

Curb and Gutter Analysis: CI 253
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 5.3272 ft
Gutter Result Parameters
Design Flow: 0.5600 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.3063 ft^2
Eo (Gutter Flow to Total Flow): 0.6485
Gutter Depth at Curb: 1.6385 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.5203 cfs
Bypass Flow: 0.0397 cfs
Approach Velocity: 1.8283 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.9290

Curb and Gutter Analysis: CI 254X
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7680 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4806 ft^2
Eo (Gutter Flow to Total Flow): 0.5383
Gutter Depth at Curb: 1.9843 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8883 cfs
Bypass Flow: 0.1117 cfs
Approach Velocity: 2.0809 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8883

Curb and Gutter Analysis: CI 255X
Notes:
Gutter Input Parameters
Longitudinal Slope of Road: 0.0100 ft/ft
Cross-Slope of Pavement: 0.0200 ft/ft
Depressed Gutter Geometry
Cross-Slope of Gutter: 0.0400 ft/ft
Manning's n: 0.0150
Gutter Width: 1.5000 ft
Width of Spread: 6.7680 ft
Gutter Result Parameters
Design Flow: 1.0000 cfs
Gutter Depression: 0.3600 in
Area of Flow: 0.4806 ft^2
Eo (Gutter Flow to Total Flow): 0.5383
Gutter Depth at Curb: 1.9843 in
Inlet Input Parameters
Inlet Location: Inlet on Grade
Inlet Type: Grate
Grate Type: P - 1-7/8
Grate Width: 1.5000 ft
Grate Length: 7.0000 ft
Local Depression: 1.0000 in
Inlet Result Parameters
Intercepted Flow: 0.8883 cfs
Bypass Flow: 0.1117 cfs
Approach Velocity: 2.0809 ft/s
Splash-over Velocity: 17.6935 ft/s
Efficiency: 0.8883

OUTLET PROTECTION DATE DESIGN PHASE
DESIGN 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR / X /
Mitchell Farms Subdivision 1894 REVISION / /
LOCATION BY RECORD / /
Harnett County, North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
Storm Outlet Structure
FES No.= PO 248 Qio/Qfull = 0.24
Pipe Dia= 48 in V/Vfull = 0.81
Q10= 79.22 cfs V= 21.5 fps
Qfull = 335.63 cfs
Vfull = 26.67 fps
From Fig. 8.06.b.1: Zone = 3
From Fig. 8.06.b.2: D5o = 10 in
DMAX = 15 in
III
:.:�:�44Riprap Class = 1
.0O.0.00. L Apron Thickness = 22.5 in
�•������• 3 Apron Length 32.0 ft
�•�•�•••••••�••• Apron Width @ Outlet = 12 ft
Apron Width @ End = 36.0 ft
Length
Storm Outlet Structure
FES No.= PO 242 Q1o/Qfull = 0.23
Pipe Dia= 42 in V/Vfull = 0.81
Q10= 51.47 cfs V= 18.6 fps
Qfull = 222.35 cfs
Vfull = 23.08 fps
From Fig. 8.06.b.1: Zone = 3
From Fig. 8.06.b.2: D50 = 10 in
DMAX = 15 in
Riprap Class = 1
s Apron Thickness = 22.5 in
3 Apron Length 28.0 ft
Apron Width @ Outlet = 10.5 ft
Apron Width @ End = 31.5 ft
Length
1894 Storm.xlsx LATEST REVISION:3/20/2023 3:07 PM PAGE 1 OF 2

OUTLET PROTECTION DATE DESIGN PHASE
DESIGN 12-12-22 PRELIM / /
PROJECT NAME PROJECT NO CONSTR / X /
Mitchell Farms Subdivision 1894 REVISION / /
LOCATION BY RECORD / /
Harnett County, North Carolina CJP OTHER / /
CHECKED BY (SPECIFY)
CSB
Storm Outlet Structure
FES No.= PO 249 Q1o/Qfull = 0.78
Pipe Dia= 66 in V/Vfull = 1.10
Q10= 186.22 cfs V= 11.0 fps
Qfull = 237.69 cfs
Vfull = 9.99 fps
From Fig. 8.06.b.1: Zone = 2
From Fig. 8.06.b.2: D5o = 8 in
DMAX = 12 in
gorgorgorgq Riprap Class = B
L Apron Thickness = 18 in
Apron Length = 33.0 ft
Apron Width @ Outlet = 16.5 ft
Apron Width @ End = 38.5 ft
Length
1894 Storm.xlsx LATEST REVISION:3/20/2023 3:07 PM PAGE 2 OF 2

Mitchell Farms
Wet Pond#1
Main Pond Volume Below Normal Pool
Contour Contour Incr. Accum.
Elev. Area Storage Storage(S)
(ft) (sf) (cf) (cf)
120.50 89,258 -
121.00 90,529 44,947 44,947
122.00 93,480 92,005 136,951
123.00 96,465 94,973 231,924
124.00 99,483 97,974 329,898
125.00 102,534 101,009 430,906
125.50 105,971 52,126 483,033
Avg depth: 4.6 ft
Forebay Volume Below Normal Pool
Contour Contour Incr. Accum.
Elev. Area Storage Storage(S)
(ft) (sf) (cf) (cf)
120.50 14,105 -
121.00 15,098 7,301 7,301
122.00 17,115 16,107 23,407
123.00 19,173 18,144 41,551
124.00 21,271 20,222 61,773
125.00 23,410 22,341 84,114
125.50 25,486 12,224 96,338
%Forebay size 20%