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            "text": "102 Sams -REV 12-02-25 NOAA 24-hr D 2-Year Rainfall=3.42\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 21",
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            "text": "Stage-Discharge for Pond 149P: WQ Infiltration Basin #2",
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                    "text": "Elevation (feet)\n91.00\n91.05\n91.10\n91.15\n91.20\n91.25\n91.30\n91.35\n91.40\n91.45\n91.50\n91.55\n91.60\n91.65\n91.70\n91.75\n91.80\n91.85\n91.90\n91.95\n92.00\n92.05\n92.10\n92.15\n92.20\n92.25\n92.30\n92.35\n92.40\n92.45\n92.50\n92.55\n92.60\n92.65\n92.70\n92.75\n92.80\n92.85\n92.90\n92.95\n93.00\n93.05\n93.10\n93.15\n93.20\n93.25\n93.30\n93.35",
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                    "text": "Discharge (cfs)\n0.00\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11",
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                    "text": "Discarded (cfs)\n0.00\n0.06\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.07\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.08\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.09\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.10\n0.11\n0.11",
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                    "text": "Primary (cfs)\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\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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                    "text": "Elevation (feet)\n93.60\n93.65\n93.70\n93.75\n93.80\n93.85\n93.90\n93.95\n94.00\n94.05\n94.10\n94.15\n94.20\n94.25\n94.30\n94.35\n94.40\n94.45\n94.50",
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