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            "text": "59",
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                    "text": "Area [ac]\n0.2695\n0.0353\n0.1221\n0.0876\n0.1925\n0.0484\n0.0018\n0.0197\n0.0123",
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                    "text": "Rainfall Name\n78553\n78553\n78553\n79027\n79027\n79027\n79027\n79027\n79027",
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            "text": "Manual Basin: 400"
        },
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            "text": "Scenario: PD&E"
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            "text": "Infiltration Method: Curve Number"
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            "text": "Time of Concentration: 78.8000 min"
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            "text": "Unit Hydrograph: UH256"
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            "text": "Peaking Factor: 256.0"
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            "level": 3
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            "text": "Scenario: PD&E"
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            "text": "Node: 401"
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            "level": 3
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            "text": "Max Allowable Q: 999.00 cfs"
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                "b": 128.88
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            "text": "Time Shift: 0.0000 hr"
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            "text": "Unit Hydrograph: UH256"
        },
        {
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            "order": 36,
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            "bbox": {
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                "t": 115.92,
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                "b": 104.88
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            "text": "Peaking Factor: 256.0"
        },
        {
            "id": "p173.29",
            "order": 37,
            "type": "footer",
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            "text": "T:\\01440.00\\zTBG\\drainage\\Calcs\\ICPR\\SR 72",
            "attrs": {
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            }
        },
        {
            "id": "p173.30",
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            "type": "footer",
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            "text": "5/16/2023 17:34",
            "attrs": {
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            }
        },
        {
            "id": "p173.31",
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            "type": "footer",
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            },
            "text": "Appendix B. Page 140 of 443",
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