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            "text": "Analysis - Proposed Conditions NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 10/24/2025\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 8"
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            "text": "Pond 52P: Subsurface Basin Lot 6"
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            "text": "Peak Elev=93.25' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.07 cfs 491 cf"
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            "text": "Pond 56P: Subsurface Basin Lot 7\nPeak Elev=93.25' Storage=0.001 af Inflow=0.15 cfs 491 cf\nOutflow=0.07 cfs 491 cf"
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            "text": "Peak Elev=94.21' Storage=0.001 af Inflow=0.15 cfs 491 cf Outflow=0.08 cfs 491 cf"
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            "text": "Total Runoff Area = 16,650 sf\nRunoff Volume = 4,422 cf Average Runoff Depth = 3.19\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf"
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            "text": "Runoff Volume = 4,422 cf Average Runoff Depth = 3.19\"\n0.00% Pervious = 0 sf 100.00% Impervious = 16,650 sf"
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