Supporting Documentation · Jul 16, 2024
Drainage Report
49ec4d438ccec1138eb1cca049f5c30de587fe1769e55e2560bd7c9eea462d6cIndexed text · page 235
Show all pagesBasin 2-5 without exfiltration Proposed Basin 2-5 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 18 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 2-5 Runoff Area=71,875 sf Runoff Depth=4.98" Flow Length=1,020' Tc=10.0 min CN=98/98 Runoff=7.02 cfs 0.685 af Subcatchment 42S: Basin 2-5 predevelopment Runoff Area=71,875 sf Runoff Depth=2.20" Flow Length=220' Tc=13.2 min CN=70/0 Runoff=3.24 cfs 0.303 af Pond 39P: pond 2-5 Peak Elev=542.21' Storage=19,784 cf Inflow=7.02 cfs 0.685 af Outflow=0.64 cfs 0.415 af Total Runoff Area = 3.300 ac Runoff Volume = 0.988 af Average Runoff Depth = 3.59"
File revisions (1)
- Sep 29, 2026
49ec4d438cce35,736,806 bytes