Supporting Documentation · Jun 3, 2026
JMA02P003 262 270 Main Street Development Stormwater Management Report
72c20944aae1129b177592afa34a50dff15ad477ae008a09c1201da67830e01aIndexed text · page 112
Show all pagesProposed Flows NOAA10 24-hr D 10-Year-Current Rainfall=5.33" Prepared by HydroCAD SAMPLER 1-800-927-7246 www.hydrocad.net Printed 5/26/2026 HydroCAD® 10.20-8a Sampler s/n S05110 © 2025 HydroCAD Software Solutions LLC This report was prepared with the free HydroCAD SAMPLER, which is licensed for evaluation and educational use ONLY. For actual design or modeling applications you MUST use a full version of HydroCAD which may be purchased at www.hydrocad.net. Full programs also include complete technical support,training materials, and additional features which are essential for actual design work. Pond 2P: Basin A Hydrograph 1.95 cfs Inflow Outflow Inflow Area=13,934 sf Discarded Primary 2 Peak Elev=97.42' Storage=2,470 cf Flow (cfs) 1 0.36 cfs 0.34 cfs 0.02 cfs 0 0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72 Time (hours)
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