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            "text": "NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrinted 12/19/2025\ntions LLC Page 398",
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            "text": "Analysis - Proposed Conditions NOAA 2\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC",
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                            "text": "48.0\" × 48.0\" Horiz. Grate C = 0.600 Limited to weir flow a…"
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                        {
                            "row": 6,
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                    "text": "Invert",
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                    "text": "Avail.Storage",
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                    "text": "#1",
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                    "text": "90.75'",
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                    "text": "90.75\n95.00",
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                    "text": "94.50'",
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                        "r": 561.12,
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                    "text": "48.0\" × 48.0\" Horiz. Grate C = 0.600 Limited to weir flow at low heads",
                    "attrs": {
                        "row": 5,
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                        "rowspan": 1,
                        "colspan": 1
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                        "l": 70.319972,
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                    "text": "#3",
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                        "rowspan": 1,
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                },
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                    "text": "12.0\" Round Culvert L = 7.0' RCP, groove end projecting, Ke=0.200 Inlet / Outlet Invert= $ 92.75'/92.65' $ S = 0.0143'/ Cc = 0.900 n=0.012 Concrete pipe, finished, Flow Area=0.79 sf",
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                    "text": "90.75'",
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                    "text": "10.000 in/hr Exfiltration over Surface area Phase-In= $ 0.01' $",
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                    "text": "Qriffied"
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