Supporting Documentation · Jul 16, 2024
Drainage Report
49ec4d438ccec1138eb1cca049f5c30de587fe1769e55e2560bd7c9eea462d6cIndexed text · page 399
Show all pagesBasin 5 witout exfiltration Proposed basin 5 R5 NOAA 24-hr D 10-Year Rainfall=5.22" Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 20 Time span=0.00-72.00 hrs, dt=0.03 hrs, 2401 points Runoff by SCS TR-20 method, UH=SCS, Split Pervious/Imperv. Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment 23S: Basin 5 Runoff Area=99,084 sf Runoff Depth=4.08" Flow Length=314' Tc=11.3 min CN=74/98 Runoff=8.00 cfs 0.773 af Subcatchment 25S: overland 5-A Runoff Area=68,635 sf Runoff Depth=3.33" Flow Length=394' Tc=7.6 min CN=74/98 Runoff=5.38 cfs 0.437 af Subcatchment 26S: pre-dev basin 5 Runoff Area=167,719 sf Runoff Depth=2.20" Flow Length=274' Tc=11.5 min CN=70/0 Runoff=8.02 cfs 0.706 af Pond 24P: Infiltration basin 5 Peak Elev=572.57' Storage=25,739 cf Inflow=8.00 cfs 0.773 af Outflow=0.35 cfs 0.231 af Total Runoff Area = 7.701 ac Runoff Volume = 1.916 af Average Runoff Depth = 2.99"
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- Sep 29, 2026
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