Supporting Documentation · Aug 15, 2024
J_2024 05 09_West Orange Stormwater Management Plan
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c30154c5b2e926fb3bf094c58f5df7b46c6e758698d66ce7ef1e45733c103a5eIndexed text · page 794
Show all pagesPost-Developed (O-1B) NOAA 24-hr D 100-Year_Current Rainfall=9.23", P2=3.45" West Orange HydroCAD_Post Printed 5/13/2024 Page 237 Prepared by Burns & McDonnell HydroCAD® 10.20-4b s/n 08510 © 2023 HydroCAD Software Solutions LLC Pond 13P: SD-25, SD-26 Hydrograph 4 Inflow Primary 3.61 cfs Inflow Area=1.863 ac Peak Elev=581.41' Storage=0.000 af 18.0" Round Culvert n=0.011 L=29.4' S=0.0099 '/' 3.61 cfs Flow (cfs) 3 2 1 0 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 Time (hours) 15 16 17 18 19 20 21 22 23 24
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