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            "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\nRunoff by SCS TR-20 method, UH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method"
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                        {
                            "row": 1,
                            "col": 0,
                            "coverage": 0.33,
                            "text": "Subcatchment2S: DA-P1 PERVOUS"
                        },
                        {
                            "row": 2,
                            "col": 0,
                            "coverage": 0.33,
                            "text": "Subcatchment3S: DA-P3 PERVOUS"
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                        {
                            "row": 3,
                            "col": 0,
                            "coverage": 0.33,
                            "text": "Subcatchment4S: DA-P2 PERVOUS"
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                        {
                            "row": 4,
                            "col": 0,
                            "coverage": 0.33,
                            "text": "Subcatchment6S: DA-P3 IMPERVOUS"
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                            "row": 5,
                            "col": 0,
                            "coverage": 0.33,
                            "text": "Subcatchment7S: DA-P2 IMPERVOUS"
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                            "row": 6,
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                            "coverage": 0.33,
                            "text": "Subcatchment8S: DA-P1 IMPERVOUS"
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                    "text": "Runoff by SCS 1K-20 method, OH=Delmarva, Split Pervious/Imperv. UI as Pervious Reach routing by Dyn-Stor-Ind method - Pond routing by Dyn-Stor-Ind method",
                    "attrs": {
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                    "text": "Subcatchment2S: DA-P1 PERVOUS",
                    "attrs": {
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                        "rowspan": 1,
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                    "text": "Runoff Area=1,220 ac 0.00% Impervious Runoff Depth=2.87\" Flow Length=525' Tc=14.2 min CN=39/0 Runoff=1.88 cfs 12,697 cf",
                    "attrs": {
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                {
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                    "text": "Runoff Area=0.680 ac 0.00% Impervious Runoff Depth=2.87\" Flow Length=363' Tc=11.5 min CN=39/0 Runoff=1.18 cfs 7,077 cf",
                    "attrs": {
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                        "rowspan": 1,
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                        "row": 3,
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                    "text": "Runoff Area=0.430 ac 0.00% Impervious Runoff Depth=2.87\" Flow Length=168' Slope=0.0300 /' Tc=8.7 min CN=39/0 Runoff=0.86 cfs 4,475 cf",
                    "attrs": {
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                    "attrs": {
                        "row": 4,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
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                },
                {
                    "id": "p530.2.9",
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                    "type": "table_cell",
                    "bbox": {
                        "l": 254.22557,
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                    "text": "Runoff Area=0.200 ac 100.00% Impervious Runoff Depth=11.17\" Flow Length=155' Tc=4.3 min CN=0/98 Runoff=1.98 cfs 8,108 cf",
                    "attrs": {
                        "row": 4,
                        "col": 1,
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                        "colspan": 1,
                        "bbox_refit": true
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                    "bbox": {
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                    "text": "Subcatchment7S: DA-P2 IMPERVOUS",
                    "attrs": {
                        "row": 5,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
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                },
                {
                    "id": "p530.2.11",
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                    "type": "table_cell",
                    "bbox": {
                        "l": 254.22557,
                        "t": 493.323606,
                        "r": 555.144747,
                        "b": 472.044642
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                    "text": "Runoff Area=0.190 ac 100.00% Impervious Runoff Depth=11.17\" Flow Length=172' Tc=4.3 min CN=0/98 Runoff=1.89 cfs 7,703 cf",
                    "attrs": {
                        "row": 5,
                        "col": 1,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                },
                {
                    "id": "p530.2.12",
                    "order": 14,
                    "type": "table_cell",
                    "bbox": {
                        "l": 48.48,
                        "t": 459.5576,
                        "r": 303.36,
                        "b": 424.1506
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                    "text": "Subcatchment8S: DA-P1 IMPERVOUS",
                    "attrs": {
                        "row": 6,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
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                },
                {
                    "id": "p530.2.13",
                    "order": 15,
                    "type": "table_cell",
                    "bbox": {
                        "l": 303.36,
                        "t": 459.5576,
                        "r": 558.24,
                        "b": 424.1506
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                    "text": "Runoff Area=0.400 ac 100.00% Impervious Runoff Depth=11.17\" Flow Length=372' Slope=0.0200 /' Tc=2.5 min CN=0/98 Runoff=4.49 cfs 16,217 cf",
                    "attrs": {
                        "row": 6,
                        "col": 1,
                        "rowspan": 1,
                        "colspan": 1
                    }
                },
                {
                    "id": "p530.2.14",
                    "order": 16,
                    "type": "table_cell",
                    "bbox": {
                        "l": 48.48,
                        "t": 424.1506,
                        "r": 303.36,
                        "b": 388.7435
                    },
                    "text": "Subcatchment14S: LOT 11 Roof",
                    "attrs": {
                        "row": 7,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
                    }
                },
                {
                    "id": "p530.2.15",
                    "order": 17,
                    "type": "table_cell",
                    "bbox": {
                        "l": 259.745568,
                        "t": 421.323635,
                        "r": 555.042473,
                        "b": 400.04467
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                    "text": "Runoff Area=3,000 sf 100.00% Impervious Runoff Depth=11.17\" Flow Length=40' Tc=0.3 min CN=0/98 Runoff=0.83 cfs 2,792 cf",
                    "attrs": {
                        "row": 7,
                        "col": 1,
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                        "colspan": 1,
                        "bbox_refit": true
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                },
                {
                    "id": "p530.2.16",
                    "order": 18,
                    "type": "table_cell",
                    "bbox": {
                        "l": 53.999978,
                        "t": 385.120776,
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                    "text": "Pond 2P: Subsurface Infiltration Basin 1",
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                        "col": 0,
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                        "colspan": 1,
                        "bbox_refit": true
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                    "type": "table_cell",
                    "bbox": {
                        "l": 303.36,
                        "t": 388.7435,
                        "r": 558.24,
                        "b": 353.3365
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                    "text": "Peak Elev=92.62' Storage=7,159 cf Inflow=4.40 cfs 30,199 cf Discarded=0.57 cfs 29,874 cf Primary=0.25 cfs 325 cf Outflow=0.82 cfs 30,199 cf",
                    "attrs": {
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                    "type": "table_cell",
                    "bbox": {
                        "l": 48.48,
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                    "text": "Pond 5P: BIORETENTIONBASIN 1A",
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                        "row": 9,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
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                    "text": "Peak Elev=95.17' Storage=7,760 cf Inflow=5.50 cfs 28,914 cf Outflow=4.12 cfs 27,407 cf",
                    "attrs": {
                        "row": 9,
                        "col": 1,
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                    "order": 22,
                    "type": "table_cell",
                    "bbox": {
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                    "attrs": {
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                        "rowspan": 1,
                        "colspan": 1
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                    "bbox": {
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                    "text": "Peak Elev=95.56' Storage=183 cf Inflow=0.86 cfs 4,475 cf Outflow=0.86 cfs 4,428 cf",
                    "attrs": {
                        "row": 10,
                        "col": 1,
                        "rowspan": 1,
                        "colspan": 1,
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                    "order": 24,
                    "type": "table_cell",
                    "bbox": {
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                        "t": 282.5224,
                        "r": 303.36,
                        "b": 247.1153
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                    "attrs": {
                        "row": 11,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
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                },
                {
                    "id": "p530.2.23",
                    "order": 25,
                    "type": "table_cell",
                    "bbox": {
                        "l": 303.36,
                        "t": 282.5224,
                        "r": 558.24,
                        "b": 247.1153
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                    "text": "Peak Elev=94.40' Storage=4,201 cf Inflow=2.66 cfs 15,082 cf Discarded=0.27 cfs 12,583 cf Primary=0.20 cfs 2,499 cf Outflow=0.47 cfs 15,082 cf",
                    "attrs": {
                        "row": 11,
                        "col": 1,
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                    "order": 26,
                    "type": "table_cell",
                    "bbox": {
                        "l": 53.999978,
                        "t": 241.12083399999995,
                        "r": 163.291003,
                        "b": 231.02429800000004
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                    "text": "Pond 10P: PERVIOUS PAVEMENT2B",
                    "attrs": {
                        "row": 12,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                    "bbox": {
                        "l": 283.079985,
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                        "r": 555.542916,
                        "b": 232.04473800000005
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                    "text": "Peak Elev=94.90' Storage=1,145 cf Inflow=1.89 cfs 7,703 cf Outflow=1.76 cfs 7,699 cf",
                    "attrs": {
                        "row": 12,
                        "col": 1,
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                        "colspan": 1,
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                    "type": "table_cell",
                    "bbox": {
                        "l": 53.999978,
                        "t": 205.12084800000002,
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                    "text": "Pond 15P: PERVIOUS PAVEMENT3B",
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                    "type": "table_cell",
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                        "l": 283.079547,
                        "t": 205.32372099999998,
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                        "b": 196.04475200000002
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                    "text": "Peak Elev=94.90' Storage=1,116 cf Inflow=1.98 cfs 8,108 cf Outflow=1.86 cfs 8,105 cf",
                    "attrs": {
                        "row": 13,
                        "col": 1,
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                    "type": "table_cell",
                    "bbox": {
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                        "r": 303.36,
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                    "text": "Pond 33P: INFILTRATIONBASIN 2",
                    "attrs": {
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1
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                    "bbox": {
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                    "text": "Peak Elev=94.71' Storage=3,760 cf Inflow=2.57 cfs 12,127 cf Discarded=0.24 cfs 9,837 cf Primary=0.25 cfs 2,290 cf Outflow=0.48 cfs 12,127 cf",
                    "attrs": {
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                {
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                    "bbox": {
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                        "t": 133.12087699999995,
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                    "text": "Pond 42P: BIORENTION BASIN 3A",
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                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                    "attrs": {
                        "row": 15,
                        "col": 1,
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                        "colspan": 1,
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                    "order": 34,
                    "type": "table_cell",
                    "bbox": {
                        "l": 53.999978,
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                        "r": 131.79855,
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                    },
                    "text": "Link 32L: POA1",
                    "attrs": {
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                        "col": 0,
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                },
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            "bbox": {
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            "text": "Analysis - Proposed Conditions    NOAA 24-hr D 100 YR-F Rainfall=11.41\"\nPrepared by Civil Core Consulting    Printed 12/19/2025\nHydroCAD® 10.20-8a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nPage 363",
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