Supporting Documentation · Jul 17, 2025
250701_42 ERW_Stormwater Report
bdfa016c460e03ce05ddc52cb7067d249c3e5525d506e2c3c9ddb7fc5338dbc9Indexed text · page 15
Show all pages250624_42 ERW Waymaker NOAA 24-hr D 2-Year Rainfall=3.44" Prepared by Colliers Engineering & Design HydroCAD® 10.20-5c s/n 04431 © 2023 HydroCAD Software Solutions LLC Printed 7/1/2025 Page 7 Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points Runoff by SCS TR-20 method, UH=SCS, Weighted-CN Reach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method Subcatchment PR 2-P: Reach DP2-PR: Runoff Area=7,405 sf 0.00% Impervious Runoff Depth=1.32" Flow Length=84' Slope=0.0833 '/' Tc=4.6 min CN=76 Runoff=0.26 cfs 0.019 af Inflow=0.26 cfs 0.019 af Outflow=0.26 cfs 0.019 af Total Runoff Area = 0.170 ac Runoff Volume = 0.019 af Average Runoff Depth = 1.32" 100.00% Pervious = 0.170 ac 0.00% Impervious = 0.000 ac
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- Sep 29, 2026
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