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            "id": "p160.1",
            "order": 1,
            "type": "text",
            "bbox": {
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            "text": "Time span=5.00-20.00 hrs, dt=0.05 hrs, 301 points\nRunoff by SCS TR-20 method, UH=Delmarva, Weighted-CN\nReach routing by Stor-Ind+Trans method - Pond routing by Stor-Ind method"
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        {
            "id": "p160.2",
            "order": 2,
            "type": "text",
            "bbox": {
                "l": 257.76,
                "t": 640.08,
                "r": 560.16,
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            "text": "Subcatchment1S: POROUS\nRunoff Area=0.350 ac 0.00% Impervious Runoff Depth>0.21\"\nFlow Length=310' Tc=12.9 min CN=39 Runoff=0.02 cfs 0.006 af"
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            "id": "p160.3",
            "order": 3,
            "type": "text",
            "bbox": {
                "l": 259.68,
                "t": 605.04,
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            "text": "Subcatchment2S: IMPERVIOUS\nRunoff Area=0.720 ac 100.00% Impervious Runoff Depth>4.66\"\nFlow Length=310' Tc=13.1 min CN=98 Runoff=2.16 cfs 0.280 af"
        },
        {
            "id": "p160.4",
            "order": 4,
            "type": "text",
            "bbox": {
                "l": 52.56,
                "t": 568.8,
                "r": 559.92,
                "b": 546
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            "text": "Subcatchment5S: IMPERVIOUS Runoff Area=0.270 ac 100.00% Impervious Runoff Depth>4.66\" Flow Length=180' Slope=0.0100'/' Tc=1.6 min CN=98 Runoff=1.48 cfs 0.105 af"
        },
        {
            "id": "p160.5",
            "order": 5,
            "type": "text",
            "bbox": {
                "l": 48.48,
                "t": 534.24,
                "r": 561.12,
                "b": 520.56
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            "text": "Runoff Area=0.190 ac 0.00% Impervious Runoff Depth>0.22\""
        },
        {
            "id": "p160.6",
            "order": 6,
            "type": "text",
            "bbox": {
                "l": 51.6,
                "t": 532.56,
                "r": 196.32,
                "b": 520.8
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            "text": "Subcatchment6S: POROUS"
        },
        {
            "id": "p160.7",
            "order": 7,
            "type": "text",
            "bbox": {
                "l": 256.8,
                "t": 521.04,
                "r": 560.16,
                "b": 509.28
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            "text": "Flow Length=250' Tc=12.4 min CN=39 Runoff=0.01 cfs 0.003 af"
        },
        {
            "id": "p160.8",
            "order": 8,
            "type": "text",
            "bbox": {
                "l": 52.56,
                "t": 497.28,
                "r": 560.4,
                "b": 473.76
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            "text": "Subcatchment8S: PROP WAREHOUSE Runoff Area=0.460 ac 100.00% Impervious Runoff Depth>4.66\" Flow Length=280' Slope=0.0100'/' Tc=2.6 min CN=98 Runoff=2.35 cfs 0.179 af"
        },
        {
            "id": "p160.9",
            "order": 9,
            "type": "text",
            "bbox": {
                "l": 52.08,
                "t": 462.24,
                "r": 559.68,
                "b": 440.64
            },
            "text": "Runoff Area=0.060 ac 0.00% Impervious Runoff Depth>0.22\"\nTc=2.0 min CN=39 Runoff=0.00 cfs 0.001 af"
        },
        {
            "id": "p160.10",
            "order": 10,
            "type": "text",
            "bbox": {
                "l": 51.6,
                "t": 461.52,
                "r": 251.76,
                "b": 449.52
            },
            "text": "Subcatchment10S: BY-PASS POROUS"
        },
        {
            "id": "p160.11",
            "order": 11,
            "type": "text",
            "bbox": {
                "l": 52.32,
                "t": 426.48,
                "r": 559.44,
                "b": 403.2
            },
            "text": "Runoff Area=0.070 ac 100.00% Impervious Runoff Depth>4.66\"\nTc=2.0 min CN=98 Runoff=0.37 cfs 0.027 af"
        },
        {
            "id": "p160.12",
            "order": 12,
            "type": "text",
            "bbox": {
                "l": 51.6,
                "t": 425.52,
                "r": 203.76,
                "b": 413.76
            },
            "text": "Subcatchment11S: BY-PASS"
        },
        {
            "id": "p160.13",
            "order": 13,
            "type": "text",
            "bbox": {
                "l": 51.6,
                "t": 390,
                "r": 172.8,
                "b": 378.48
            },
            "text": "Reach 10: COMPOSITE"
        },
        {
            "id": "p160.14",
            "order": 14,
            "type": "text",
            "bbox": {
                "l": 447.12,
                "t": 390.96,
                "r": 559.92,
                "b": 379.44
            },
            "text": "Inflow=3.32 cfs 0.591 af"
        },
        {
            "id": "p160.15",
            "order": 15,
            "type": "text",
            "bbox": {
                "l": 440.64,
                "t": 377.76,
                "r": 560.16,
                "b": 366.96
            },
            "text": "Outflow=3.32 cfs 0.591 af"
        },
        {
            "id": "p160.16",
            "order": 16,
            "type": "text",
            "bbox": {
                "l": 52.56,
                "t": 355.2,
                "r": 559.68,
                "b": 330.48
            },
            "text": "Pond 3P: SSIB #1 SURFACE BASIN Peak Elev= $ 112.25' $ Storage= $ 5{,}884 $ cf Inflow= $ 2.16 $ cfs 0.286 af Discarded= $ 0.00 $ cfs 0.000 af Primary= $ 1.22 $ cfs 0.281 af Outflow= $ 1.22 $ cfs 0.281 af"
        },
        {
            "id": "p160.17",
            "order": 17,
            "type": "text",
            "bbox": {
                "l": 51.36,
                "t": 319.44,
                "r": 559.44,
                "b": 307.44
            },
            "text": "Pond 8P: SSIB #2 UNDERGROUND Peak Elev=109.53' Storage=0.076 af Inflow=1.48 cfs 0.108 af"
        },
        {
            "id": "p160.18",
            "order": 18,
            "type": "text",
            "bbox": {
                "l": 182.4,
                "t": 306.72,
                "r": 559.44,
                "b": 295.68
            },
            "text": "Discarded=0.00 cfs 0.000 af Primary=0.64 cfs 0.106 af Outflow=0.64 cfs 0.106 af"
        },
        {
            "id": "p160.19",
            "order": 19,
            "type": "text",
            "bbox": {
                "l": 52.8,
                "t": 283.92,
                "r": 559.44,
                "b": 259.92
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            "text": "Pond 9P: SSIB #3 UNDERGROUND Peak Elev=113.70' Storage=0.136 af Inflow=2.35 cfs 0.179 af Discarded=0.00 cfs 0.000 af Primary=1.59 cfs 0.176 af Outflow=1.59 cfs 0.176 af"
        },
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            "id": "p160.20",
            "order": 20,
            "type": "text",
            "bbox": {
                "l": 122.64,
                "t": 247.68,
                "r": 568.56,
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            "text": "Total Runoff Area = 2.120 ac Runoff Volume = 0.601 af Average Runoff Depth = 3.40\"\n28.30% Pervious = 0.600 ac 71.70% Impervious = 1.520 ac"
        },
        {
            "id": "p160.21",
            "order": 21,
            "type": "footer",
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            "text": "OCSCD NOAA 24-hr D 10 YEAR Rainfall=5.38\"\nPrepared by Professional Design Services Printed 12/31/2025\nHydroCAD® 10.20-6a s/n 02223 © 2024 HydroCAD Software Solutions LLC Page 23",
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