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            "text": "Analysis - Proposed Conditions NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 423",
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            "text": "Pond 52P: Subsurface Basin Lot 6"
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            "text": "Peak Elev=95.14' Storage=0.009 af Inflow=0.51 cfs 1,722 cf Outflow=0.07 cfs 1,722 cf"
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            "text": "Pond 56P: Subsurface Basin Lot 7\nPeak Elev=95.14' Storage=0.009 af Inflow=0.51 cfs 1,722 cf\nOutflow=0.07 cfs 1,722 cf"
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            "text": "Peak Elev=96.01' Storage=0.008 af Inflow=0.51 cfs 1,722 cf Outflow=0.08 cfs 1,722 cf"
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            "text": "Total Runoff Area = 16,650 sf Runoff Volume = 15,497 cf Average Runoff Depth = 11.17\" 0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf"
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