NOAA 24-hr D 100 YR-C Rainfall=9.48" Printed 12/19/2025 tions LLC Page 336
Analysis - Proposed Conditions NOAA Prepared by Civil Core Consulting HydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL
Hydrograph for Pond 10P: PERVIOUS PAVEMENT 2B
Time (hours)Inflow (cfs)Storage (cubic-feet)Elevation (feet)Primary (cfs)
0.000.00093.800.00
2.000.025093.840.00
4.000.0212693.900.02
6.000.0315993.930.03
8.000.0520093.960.04
10.000.0828594.030.06
12.000.9098894.850.68
14.000.0978794.670.13
16.000.0547994.190.09
18.000.0326594.020.05
20.000.0317993.950.03
22.000.0215693.930.03
24.000.0214193.910.02
26.000.006593.850.01
28.000.004193.830.00
30.000.002993.820.00
32.000.002393.820.00
34.000.001993.820.00
36.000.001693.810.00
38.000.001493.810.00
40.000.001293.810.00
42.000.001193.810.00
44.000.001093.810.00
46.000.00993.810.00
48.000.00893.810.00
50.000.00893.810.00
52.000.00793.810.00
54.000.00793.810.00
56.000.00693.810.00
58.000.00693.800.00
60.000.00693.800.00
62.000.00593.800.00
64.000.00593.800.00
66.000.00593.800.00
68.000.00593.800.00
70.000.00493.800.00
72.000.00493.800.00