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                            "text": "Time span=0.00-72.00 hrs, dt=0.05 hrs, 1441 points"
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                            "text": "Reach routing by Stor-Ind+Trans method - Pond routing by St…"
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                            "text": "Subcatchment3S: Ex. Study Area West"
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                    "text": "Runoff Area=0.610 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=352' Tc=10.0 min CN=98 Runoff=1.54 cfs 0.193 af",
                    "attrs": {
                        "row": 7,
                        "col": 1,
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                    "text": "Subcatchment11S: Study Area WQ MTD",
                    "attrs": {
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                        "col": 0,
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                    "type": "table_cell",
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                        "col": 0,
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                    "attrs": {
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                        "colspan": 1
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                    "text": "Runoff Area=0.110 ac 100.00% Impervious Runoff Depth=3.81\" Flow Length=207' Slope=0.0100 /\" Tc=10.0 min CN=98 Runoff=0.28 cfs 0.035 af",
                    "attrs": {
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                        "col": 0,
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                        "r": 360.24,
                        "b": 227.3558
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                    "text": "Runoff Area=0.090 ac 0.00% Impervious Runoff Depth=0.05\" Flow Length=58' Slope=0.0300 /\" Tc=10.0 min CN=39 Runoff=0.00 cfs 0.000 af",
                    "attrs": {
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                    "text": "Pond 21P: Basin A Routing (StormBrixx) Discarded=0.70 cfs",
                    "attrs": {
                        "row": 13,
                        "col": 0,
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                        "colspan": 1,
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                    "text": "Link 5L: Ex Study Area West (Total)",
                    "attrs": {
                        "row": 14,
                        "col": 0,
                        "rowspan": 1,
                        "colspan": 2,
                        "bbox_refit": true
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                        "col": 1,
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                        "col": 1,
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                        "col": 0,
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                        "colspan": 2,
                        "bbox_refit": true
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                    "bbox": {
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                    "attrs": {
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                        "col": 1,
                        "rowspan": 1,
                        "colspan": 2,
                        "bbox_refit": true
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                    "order": 34,
                    "type": "table_cell",
                    "bbox": {
                        "l": 39.515301,
                        "t": 320.411941,
                        "r": 144.353818,
                        "b": 314.052139
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                    "text": "Link 14L: Study Area West (Total)",
                    "attrs": {
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                        "col": 0,
                        "rowspan": 1,
                        "colspan": 2,
                        "bbox_refit": true
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                    "id": "p36.2.33",
                    "order": 35,
                    "type": "table_cell",
                    "bbox": {
                        "l": 283.55457,
                        "t": 320.539933,
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                    "text": "Inflow=0.00 cfs 0.001 af Primary=0.00 cfs 0.001 af",
                    "attrs": {
                        "row": 17,
                        "col": 1,
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                        "colspan": 2,
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                        "col": 1,
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            "text": "2026-02 Existing and Proposed NOAA 24-hr D 2-Year-Projected Rainfall=4.04\"\nPrepared by Dynamic Engineering Printed 2/10/2026\nHydroCAD® 10.20-8a s/n 08640 © 2025 HydroCAD Software Solutions LLC Page 30\nLink 18L: Study Area Road Undetained (Total) Inflow=0.08 cfs 0.010 af\nPrimary=0.08 cfs 0.010 af\nTotal Runoff Area = 2.340 ac Runoff Volume = 0.282 af Average Runoff Depth = 1.45\"\n62.82% Pervious = 1.470 ac 37.18% Impervious = 0.870 ac"
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