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            "text": "NOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 12/19/2025\ntions LLC Page 351",
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            "level": 2
        },
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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",
            "attrs": {
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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 = 1.83\" for 100 YR-C event\nInflow = 0.66 cfs @ 12.24 hrs, Volume = 4,528 cf\nOutflow = 0.60 cfs @ 12.38 hrs, Volume = 4,429 cf, Atten = 10%, Lag = 8.4 min\nPrimary = 0.60 cfs @ 12.38 hrs, Volume = 4,429 cf\nRouted to Pond 8P : INFILTRATION BASIN 3",
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            "text": "Routing by Dyn-Stor-Ind method, Time Span= 0.00-72.00 hrs, dt= 0.01 hrs\nPeak Elev= 94.54' @ 12.38 hrs Surf.Area= 907 sf Storage= 532 cf\nPlug-Flow detention time= 46.6 min calculated for 4,428 cf (98% of inflow)\nCenter-of-Mass det. time= 35.2 min ( 956.8 - 921.5 )",
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                    "text": "Volume",
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                    "text": "93.30'",
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                        "bbox_refit": true
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                },
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                    "text": "1,041 cf",
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                        "col": 2,
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                    }
                },
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                    "bbox": {
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                    "text": "Custom Stage Data (Prismatic)",
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                    }
                },
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                    },
                    "text": "Listed below (Recalc)",
                    "attrs": {
                        "row": 1,
                        "col": 4,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
                    }
                },
                {
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                    "text": "Elevation\\n(feet)\n93.30\n94.00\n95.00",
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                        "rowspan": 1,
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                    "text": "Surf.Area\\n(sq-ft)\n77\n417\n1,319",
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                    "text": "Inc.Store\\n(cubic-feet)\n0\n173\n868",
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                        "colspan": 1,
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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,
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                        "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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                    "text": "90.80'",
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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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                    "text": "Primary OutFlow Max=0.60 cfs @ 12.38 hrs HW=94.54' TW=92.01' (Dynamic Tailwater)\\n3=Culvert (Passes 0.60 cfs of 7.52 cfs potential flow)\\n1=Orifice (Orifice Controls 0.13 cfs @ 3.85 fps)\\n2=Grate (Weir Controls 0.47 cfs @ 0.68 fps)",
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                    "text": "Grate Orifice"
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                {
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                    "text": "Pond 42P: BIORENTION BASIN 3A"
                }
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