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            "text": "102 Sams -REV 12-02-25 NOAA 24-hr D 10-Year Rainfall=5.38\"\nPrepared by Haler Consulting Printed 04/12/2025\nHydroCAD® 10.20-2h s/n 10351 © 2024 HydroCAD Software Solutions LLC Page 25",
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            "text": "Summary for Subcatchment 181S: DA P6 (Impervious)",
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            "text": "Runoff = 0.67 cfs @ 12.10 hrs, Volume= 2,250 cf, Depth= 5.14\"\nRouted to Link 185L : POA"
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            "text": "Runoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious, Time Span= 0.00-72.00 hrs, dt= NOAA 24-hr D 10-Year Rainfall=5.38\""
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                    "text": "Area (sf)",
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                    "text": "CN",
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                    "text": "Description",
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                    "text": "Paved parking, HSG A",
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                    "text": "98",
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                },
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                    "text": "100.00% Impervious Area",
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                    "text": "Tc (min)\n0.8",
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                        "bbox_refit": true,
                        "merged_continuation": true
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                    "text": "Length (feet)\n100",
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                        "merged_continuation": true
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                        "colspan": 1,
                        "bbox_refit": true,
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                    "text": "Capacity (cfs)\nSheet Flow, Smooth surfaces n= 0.011 P2= 3.42\"",
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                        "col": 0,
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                        "bbox_refit": true
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                        "col": 1,
                        "rowspan": 1,
                        "colspan": 1,
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                    "text": "0.0050",
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                        "col": 2,
                        "rowspan": 1,
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                    "text": "Shallow Concentrated Flow, Paved Kv= 20.3 fps",
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                        "row": 5,
                        "col": 0,
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                    "text": "150",
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                    "text": "Total",
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            "text": "Subcatchment 181S: DA P6 (Impervious)",
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                "embedded_text": "Hydrograph\n0.75\n0.7 0.67 cfs\n0.65 NOAA 24-hr D\n10-Year Rainfall=5.38\"\n0.6\nRunoff Area=5,250 sf\n0.55\n0.5\n0.45 Runoff Volume=2,250 cf\n(cfs) 0.4 Runoff Depth=5.14\"\nFlow Flow Length=150'\n0.35\n0.3\nTc=1.4 min\n0.25\n0.2 CN=0/98\n0.15\n0.1\n0.05\n0\n0 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 44 46 48 50 52 54 56 58 60 62 64 66 68 70 72\nTime (hours)"
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