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            "text": "link 33L: POA2\nLink 34L: POA3\nTotal Runoff Area = 138,907 sf   Runoff Volume = 18,430 cf  Average Runoff Depth = 1.59\"\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-C Rainfall=5.38\"\nPrinted 12/19/2025\nPage 151",
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