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            "text": "Time span=0.00-72.00 hrs, dt=0.01 hrs, 7201 points\n\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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                    "text": "Runoff 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",
                    "attrs": {
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                    "text": "Subcatchment 36S: Roof Lot 1",
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                    "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf",
                    "attrs": {
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                    "text": "Subcatchment 37S: Roof Lot 8",
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                        "rowspan": 1,
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                    "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf",
                    "attrs": {
                        "row": 3,
                        "col": 1,
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                    "text": "Subcatchment 40S: Roof Lot 9",
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                    "attrs": {
                        "row": 4,
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                    "bbox": {
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                        "col": 0,
                        "rowspan": 1,
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                        "bbox_refit": true
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                    "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf",
                    "attrs": {
                        "row": 5,
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                    "text": "Subcatchment 44S: Roof Lot 3",
                    "attrs": {
                        "row": 6,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                },
                {
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                    "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf",
                    "attrs": {
                        "row": 6,
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                        "row": 7,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                    "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf",
                    "attrs": {
                        "row": 7,
                        "col": 1,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                    "bbox": {
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                    "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf",
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                        "row": 9,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                    "text": "Runoff Area=1,850 sf 100.00% Impervious Runoff Depth=9.24\" Flow Length=45' Tc=0.4 min CN=0/98 Runoff=0.42 cfs 1,424 cf",
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                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                        "b": 304.038834
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                    "text": "Peak Elev=92.49' Storage=0.011 af Inflow=0.42 cfs 1,424 cf Outflow=0.03 cfs 1,424 cf",
                    "attrs": {
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                        "col": 1,
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                        "col": 0,
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                        "bbox_refit": true
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                    "text": "Peak Elev=94.42' Storage=0.007 af Inflow=0.42 cfs 1,424 cf Outflow=0.07 cfs 1,424 cf",
                    "attrs": {
                        "row": 12,
                        "col": 1,
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                        "rowspan": 1,
                        "colspan": 1,
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                        "b": 196.03883399999995
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                    "text": "Peak Elev=94.45' Storage=0.007 af Inflow=0.42 cfs 1,424 cf Outflow=0.07 cfs 1,424 cf",
                    "attrs": {
                        "row": 13,
                        "col": 1,
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                    "bbox": {
                        "l": 54,
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                    "attrs": {
                        "row": 14,
                        "col": 0,
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                    "text": "Peak Elev=93.37' Storage=0.006 af Inflow=0.42 cfs 1,424 cf Outflow=0.08 cfs 1,424 cf",
                    "attrs": {
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                    "bbox": {
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                    "text": "Pond 46P: Subsurface Basin Lot 3",
                    "attrs": {
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                        "col": 0,
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                        "colspan": 1,
                        "bbox_refit": true
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                },
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                        "l": 282.599991,
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                        "r": 557.506376,
                        "b": 124.03883399999995
                    },
                    "text": "Peak Elev=94.43' Storage=0.009 af Inflow=0.42 cfs 1,424 cf Outflow=0.05 cfs 1,424 cf",
                    "attrs": {
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                    "attrs": {
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 1,
                        "bbox_refit": true
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                },
                {
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                    "text": "Peak Elev=94.43' Storage=0.009 af Inflow=0.42 cfs 1,424 cf Outflow=0.05 cfs 1,424 cf",
                    "attrs": {
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            "text": "Analysis - Proposed Conditions\nPrepared by Civil Core Consulting\nHydroCAD® 10.20-7a s/n 13637 © 2025 HydroCAD Software Solutions LLC\nNOAA 24-hr D 100 YR-C Rainfall=9.48\"\nPrinted 10/24/2025\nPage 339",
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