{
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            },
            "text": "NOAA 24-hr D 10 YR-F Rainfall=6.34\"\nPrinted 12/19/2025\nons LLC Page 280",
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            "level": 2
        },
        {
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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 LLC",
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            },
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            "text": "Summary for Pond 42P: BIORENTION BASIN 3A",
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        },
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            "text": "Inflow Area = 29,621 sf, 0.00% Impervious, Inflow Depth = 0.55\" for 10 YR-F event\nInflow = 0.10 cfs @ 12.57 hrs, Volume = 1,351 cf\nOutflow = 0.07 cfs @ 13.32 hrs, Volume = 1,251 cf, Atten = 33%, Lag = 44.9 min\nPrimary = 0.07 cfs @ 13.32 hrs, Volume = 1,251 cf\nRouted to Pond 8P : INFILTRATION BASIN 3",
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        },
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            "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.07' @ 13.32 hrs Surf.Area= 480 sf Storage= 204 cf\nPlug-Flow detention time= 82.4 min calculated for 1,251 cf (93% of inflow)\nCenter-of-Mass det. time= 49.0 min (1,029.7 - 980.8)",
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                    "text": "Volume",
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                    "text": "Invert",
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                    "text": "Storage Description",
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                    "text": "93.30'",
                    "attrs": {
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                        "col": 1,
                        "rowspan": 1,
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                        "bbox_refit": true
                    }
                },
                {
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                    "text": "1,041 cf",
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                        "col": 2,
                        "rowspan": 1,
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                        "bbox_refit": true
                    }
                },
                {
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                    "bbox": {
                        "l": 246.12018,
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                        "r": 402.794461,
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                    "text": "Custom Stage Data (Prismatic)",
                    "attrs": {
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                        "col": 3,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
                    }
                },
                {
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                        "l": 401.140595,
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                        "r": 503.073966,
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                    },
                    "text": "Listed below (Recalc)",
                    "attrs": {
                        "row": 1,
                        "col": 4,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
                    }
                },
                {
                    "id": "p447.6.10",
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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",
                    "attrs": {
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                        "col": 0,
                        "rowspan": 1,
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                    "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319",
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                        "rowspan": 1,
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                    "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868",
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                },
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                    "attrs": {
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                },
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                    "text": "93.80'",
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                    "text": "2.5\" Vert. Orifice C= 0.600\\nLimited to weir flow at low heads",
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                        "col": 3,
                        "rowspan": 1,
                        "colspan": 2,
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                    "text": "94.50'",
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                    "text": "48.0\" x 48.0\" Horiz. Grate C= 0.600\\nLimited to weir flow at low heads",
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                        "colspan": 1
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                {
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                        "bbox_refit": true
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                },
                {
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                    "bbox": {
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                    "text": "90.80'",
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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 ' /' Cc= 0.900\\nn= 0.012 Concrete pipe, finished, Flow Area= 0.79 sf",
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                {
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                    "text": "Primary OutFlow Max=0.07 cfs @ 13.32 hrs HW=94.07' TW=91.14' (Dynamic Tailwater)\\n3=Culvert (Passes 0.07 cfs of 7.85 cfs potential flow)\\n1=Orifice (Orifice Controls 0.07 cfs @ 1.96 fps)\\n2=Grate ( Controls 0.00 cfs)",
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                    "text": "Grate\nOrifice"
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                {
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                    "text": "Pond 42P · BIORENTION BASIN 3A"
                }
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        },
        {
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