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            "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 305",
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            "text": "Analysis - Proposed Conditions NOAA\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LL",
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            "text": "Hydrograph for Subcatchment 8S: DA-P1 IMPERVIOUS",
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                    "text": "Time (hours)\n0.00\n2.00\n4.00\n6.00\n8.00\n10.00\n12.00\n14.00\n16.00\n18.00\n20.00\n22.00\n24.00\n26.00\n28.00\n30.00\n32.00\n34.00\n36.00\n38.00\n40.00\n42.00\n44.00\n46.00\n48.00\n50.00\n52.00\n54.00\n56.00\n58.00\n60.00\n62.00\n64.00\n66.00\n68.00\n70.00\n72.00",
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                    "text": "Precip. (inches)\n0.00\n0.23\n0.50\n0.81\n1.23\n1.88\n4.54\n7.60\n8.25\n8.67\n8.98\n9.25\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48\n9.48",
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                    "text": "Runoff (cfs)\n0.00\n0.04\n0.05\n0.06\n0.10\n0.18\n2.20\n0.19\n0.10\n0.07\n0.06\n0.05\n0.04\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00\n0.00",
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