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            "text": "link 33L: POA2\n\nlink 34L: POA3\n\nTotal Runoff Area = 138,907 sf   Runoff Volume = 23,651 cf  Average Runoff Depth = 2.04\"\n73.07% Pervious = 101,495 sf  26.93% Impervious = 37,412 sf",
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            "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nPage 222",
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