Supporting Documentation · Jul 16, 2024
Drainage Report
49ec4d438ccec1138eb1cca049f5c30de587fe1769e55e2560bd7c9eea462d6cIndexed text · page 207
Show all pagesBasin 2-4 without exfiltration Proposed Basin 2-4 R5 NOAA 24-hr D 100-Year Rainfall=8.66" Prepared by Anderson Consulting Services Printed 10/29/2023 HydroCAD® 10.20-3f s/n 06666 © 2023 HydroCAD Software Solutions LLC Page 30 Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 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 38S: Basin 2-4 Runoff Area=96,037 sf Runoff Depth=6.65" Flow Length=1,912' Tc=10.1 min CN=78/98 Runoff=13.54 cfs 1.223 af Subcatchment 45S: Basin 2-4 pe-development Runoff Area=96,036 sf Runoff Depth=5.04" Flow Length=390' Tc=18.0 min CN=70/0 Runoff=8.80 cfs 0.925 af Pond 43P: pond 2-4 Peak Elev=544.61' Storage=28,898 cf Inflow=13.54 cfs 1.223 af Outflow=2.06 cfs 0.989 af Total Runoff Area = 4.409 ac Runoff Volume = 2.148 af Average Runoff Depth = 5.85"
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- Sep 29, 2026
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