NOAA 24-hr D 10 YR-F Rainfall=6.34" Printed 10/24/2025
Analysis - Proposed Conditions Prepared by Civil Core Consulting HydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC
infall=6.34" 10/24/2025 Page 297
Summary for Pond 41P: Subsurface Basin Lot 9
Inflow Area = 1,850 sf, 100.00% Impervious, Inflow Depth = 6.10" for 10 YR-F event Inflow = 0.28 cfs @ 12.09 hrs, Volume= 941 cf Outflow = 0.07 cfs @ 11.83 hrs, Volume= 941 cf, Atten=76%, Lag=0.0 min Discarded = 0.07 cfs @ 11.83 hrs, Volume= 941 cf Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs Peak Elev= 93.82' @ 12.30 hrs Surf.Area= 0.008 ac Storage= 0.003 af Plug-Flow detention time= 8.0 min calculated for 941 cf (100% of inflow) Center-of-Mass det. time= 8.0 min (748.4 - 740.4)
VolumeInvertAvail.StorageStorage Description
#1A93.00'0.005 af7.65"W x 48.33"L x 2.17"H Field A
0.018 af Overall - 0.005 af Embedded = 0.013 af x 40.0% Voids
#2A93.33'0.004 afADS N-12 15" x 6 Inside #1 Inside = 14.8"W x 14.8"H => 1.20 sf x 20.00"L = 24.0 cf Outside = 18.0"W x 18.0"H => 1.60 sf x 20.00"L = 31.9 cf Row Length Adjustment= +4.00' x 1.20 sf x 3 rows 6.31' Header x 1.20 sf x 2 = 15.2 cf Inside
0.000 afTotal Available Storage
0.009 af Total Available Storage
Storage Group A created with Chamber Wizard
DeviceRoutingInvertOutlet Devices
#1Discarded93.00'8.000 in/hr Exfiltration over Surface area
Discarded OutFlowMax=0.07 cfs @ 11.83 hrsHW=93.03' (Free Discharge)
1=Exfiltration (Exfiltration Controls 0.07 cfs)
Pond 41P: Subsurface Basin Lot 9
Exfiltration