SW6230705_Design Calculations_20230831 (20)

4D Site Solutions, Inc.
DESIGN REQUIREMENTS:
A. Pass the storm event
SCM 14 Pre-Development Runoff-100-yr
Drainage Area,(DA)= 15.11 acres
Intensity,(I)= 7.57 inches/hr
Composite Runoff Coefficient,(C)=> 0.30
Maximum Release Rate,(Qloo)=> 34.31 cfs
SCM 14 Post-Development Runoff-100-yr
Drainage Area,(DA)= 15.11 acres
Intensity,(I)= 9.52 inches/hr
Composite Runoff Coefficient,(C)=> 0.61
Peak Release Rate,(Qloo)=> 87.75 cfs
Detention Pond Stage-Storage Function
Contour Contour Incr. Accum. Stage
Elev. Area Storage Storage(S) (Z)
(ft) (sf) (cf) (cf) (ft) ln(S) ln(Z) Z est
303.0 13,784 - - -
303.5 15,259 7,261 7,261 0.50 8.89 -0.69 0.58
304.5 16,772 16,016 23,276 1.50 10.06 0.41 1.54
305.5 18,343 17,558 40,834 2.50 10.62 0.92 2.48
306.5 19,974 19,159 59,992 3.50 11.00 1.25 3.43
307.5 21,665 20,820 80,812 4.50 11.30 1.50 4.41
308.5 23,416 22,541 103,352 5.50 11.55 1.70 5.42
309.5 25,225 24,321 127,673 6.50 11.76 1.87 6.48
310.5 27,094 26,160 153,832 7.50 11.94 2.01 7.59
311.5 29,024 28,059 181,891 8.50 12.11 2.14 8.74
Regression Output:
b= 1.19 (X Variable Coeff)
Ks= 13,932 (e'"thte"ept)
Stage-Storage Equation is of the form:S=(Ks)(Z)b
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4D Site Solutions, Inc.
Primary Spillway
Barrel
Number of Barrels= 1
Dia.of Barrel= 24 inches
Area of Barrel,(Ab)= 3.14 sf
Pipe Length,(L)= 80 feet
Friction Coeff.,(Kp)= 0.01058
Inv.of Barrel= 303.00 feet
Riser
Elev.of Riser Crest= 308.30 feet
Rectangular
Length Weir= 36 inches Width Weir= 48 inches
Total Weir Length= 14.00 feet
Area of Riser= 12.00 sq.ft.
Orifice in Riser
Dia.of Orifice= 2.80 inches
Number of Orifices= 1
Area of Orifice,(Ab)= 0.04 sf
Orifice Coefficient(CO= 0.60
Inv.of Orifice= 303.00 feet
Length of weir 1.80 feet
Top of weir= 304.75 feet
Weir Coefficient(Cw)= 3.00
Emergency Spillway
Width of Spillway(Approx.)= 25 feet
Weir Coefficient= 3.3
Crest Elevation= 309.50 feet
Summary of Results
Maximum Release Rate,(Qloo)= 34.31 cfs
Release Rate,(Q1oo)= 66.77 cfs
Normal Water Surface Elev.= 303.00 feet
Water Surface Elev.@ Outlet(Q100)= 308.89 feet
printed: 7/7/2023 1.17 PM Page 2 of 3

4D Site Solutions, Inc.
Inflow Hydrograph-100-yr
Peak Inflow,(Qp)_> 87.75 cfs
Time to Peak Calculation: CN= 72 P= 7.91 in. S= 3.89 in.
Q*= 4.62 in. (depth of runoff)
Vo1= 253,160 cf (vol.of runoff)
Time to Peak,(Tp)=> 34.6 minutes
(SCS TR-55)
printed: 7/7/2023 1:17 PM Page 3 of 3