{
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    "page": 1318,
    "width_pt": 612,
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            "text": "Analysis - Failure NOAA 24-hr D 10 YR-C Rainfall=5.38\"\nPrepared by Civil Core Consulting Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC Page 174",
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            },
            "text": "Summary for Pond 42P: BIORENTION BASIN 3A",
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            "level": 3
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        {
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            "text": "Inflow Area = 35,171 sf, 15.78% Impervious, Inflow Depth = 1.05\" for 10 YR-C event\nInflow = 0.72 cfs @ 12.09 hrs, Volume= 3,078 cf\nOutflow = 0.71 cfs @ 12.10 hrs, Volume= 2,978 cf, Atten= 1%, Lag= 0.4 min\nPrimary = 0.71 cfs @ 12.10 hrs, Volume= 2,978 cf\nRouted to Pond 8P : INFILTRATION BASIN 3\n\nRouting by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs / 3\nPeak Elev= 94.55' @ 12.10 hrs Surf.Area= 913 sf Storage= 538 cf\n\nPlug-Flow detention time= 80.8 min calculated for 2,978 cf (97% of inflow)\nCenter-of-Mass det. time= 60.8 min ( 867.4 - 806.6 )",
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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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                        "row": 1,
                        "col": 0,
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                        "colspan": 1,
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                    "text": "93.30'",
                    "attrs": {
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                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
                    }
                },
                {
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                    "text": "1,041 cf",
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                        "row": 1,
                        "col": 2,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
                    }
                },
                {
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                    "bbox": {
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                        "t": 499.24073,
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                    },
                    "text": "Custom Stage Data (Prismatic)",
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                        "col": 3,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
                    }
                },
                {
                    "id": "p1318.4.9",
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                        "l": 401.140595,
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                    },
                    "text": "Listed below (Recalc)",
                    "attrs": {
                        "row": 1,
                        "col": 4,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
                    }
                },
                {
                    "id": "p1318.4.10",
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                    "bbox": {
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                        "r": 101.463499,
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                    "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00",
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true,
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                    "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319",
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                        "rowspan": 1,
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                        "rowspan": 1,
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                    "text": "Cum.Store\\n(cubic-feet)\n0\n173\n1,041",
                    "attrs": {
                        "row": 2,
                        "col": 3,
                        "rowspan": 1,
                        "colspan": 2,
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                        "row": 4,
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                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                },
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                    "text": "93.80'",
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                        "col": 3,
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                        "colspan": 2,
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                    "text": "94.50'",
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                        "colspan": 1
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                },
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                    "attrs": {
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                },
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                    "text": "90.80'",
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                        "col": 2,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                },
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                    "text": "12.0\" Round Culvert\\nL= 11.0' RCP, groove end projecting, Ke= 0.200\\nInlet / Outlet Invert= 90.80' / 90.75' S= 0.0045''\\nCc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf",
                    "attrs": {
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                    "text": "Primary OutFlow Max=0.70 cfs @ 12.10 hrs HW=94.55' TW=93.34' (Dynamic Tailwater)\\n3=Culvert (Passes 0.70 cfs of 5.19 cfs potential flow)\\n1=Orifice (Orifice Controls 0.13 cfs @ 3.87 fps)\\n2=Grate (Weir Controls 0.57 cfs @ 0.73 fps)",
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                    "text": "Culvert"
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    "excluded_furniture": {
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        "last": []
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