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            "text": "Analysis - Failure NOAA 24-hr D 2 YR-C Rainfall=3.42\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 79",
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        {
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            "text": "Summary for Pond 33P: INFILTRATION BASIN 2",
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            "text": "Inflow Area = 30,707 sf, 39.00% Impervious, Inflow Depth = 1.23\" for 2 YR-C event\nInflow = 0.39 cfs @ 12.10 hrs, Volume= 3,138 cf\nOutflow = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf, Atten=73%, Lag=76.4 min\nPrimary = 0.10 cfs @ 13.37 hrs, Volume= 3,130 cf\nRouted to Link 33L : POA 2\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nAutomatic Starting Elev= 93.65' Surf.Area= 1,442 sf Storage= 1,902 cf\nPeak Elev= 94.16' @ 13.37 hrs Surf.Area= 1,728 sf Storage= 2,708 cf (806 cf above start)\n\nPlug-Flow detention time= 606.6 min calculated for 1,228 cf (39% of inflow)\nCenter-of-Mass det. time= 125.9 min (987.0 - 861.2)",
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                    "text": "Volume",
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                    "text": "Invert",
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                    "text": "Avail.Storage",
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                    "text": "Storage Description",
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                    "id": "p1223.4.5",
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                    "text": "#1",
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                },
                {
                    "id": "p1223.4.6",
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                    "text": "91.65'",
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                    }
                },
                {
                    "id": "p1223.4.7",
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                    "text": "4,378 cf",
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                        "colspan": 1,
                        "bbox_refit": true
                    }
                },
                {
                    "id": "p1223.4.8",
                    "order": 12,
                    "type": "table_cell",
                    "bbox": {
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                        "r": 558.72,
                        "b": 471.72
                    },
                    "text": "Custom Stage Data (Prismatic)Listed below (Recalc)",
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                        "rowspan": 1,
                        "colspan": 2
                    }
                },
                {
                    "id": "p1223.4.9",
                    "order": 13,
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                    "text": "Elevation\\n(feet)\n91.65\n92.00\n93.00\n94.00\n95.00",
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                    "id": "p1223.4.10",
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                    "text": "Surf.Area\\n(sq-ft)\n520\n651\n1,094\n1,629\n2,249",
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                        "rowspan": 1,
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                    "text": "Inc.Store\\n(cubic-feet)\n0\n205\n873\n1,362\n1,939",
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                },
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                    "text": "Cum.Store\\n(cubic-feet)\n0\n205\n1,077\n2,439\n4,378",
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            "text": "Device Routing Invert Outlet Devices\n#1 Device 3 93.65' 2.5\" Vert. Orifice C= 0.600 Limited to weir flow at low heads\n#2 Device 3 94.70' 48.0\" x 48.0\" Horiz. Grate C= 0.600\n#3 Primary 93.65' 12.0\" Round Culvert\nL= 17.0' RCP, groove end projecting, Ke= 0.200\nInlet / Outlet Invert= 93.65' / 93.50' S= 0.0088'/' Cc= 0.900\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf\nPrimary OutFlow Max=0.10 cfs @ 13.37 hrs HW=94.16' TW=0.00' (Dynamic Tailwater)\n3=Culvert (Passes 0.10 cfs of 0.87 cfs potential flow)\n1=Orifice (Orifice Controls 0.10 cfs @ 3.07 fps)\n2=Grate (Controls 0.00 cfs)",
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                    "text": "Pond 33P: INFILTRATION BASIN 2",
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