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            "text": "Small-Scale Infiltration Basins (Table 5-1 – Quantity, Quality, & Recharge)",
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                            "text": "Min. Storage Volume below 1^{{st}} Orifice (Net Increase of…"
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                    "text": "Design Criteria",
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                    "text": "Required",
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                    "text": "Provided",
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                    "text": "Total Drainage Area",
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                    "text": "Basin A: 0.74 Acres",
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                    "text": "Min. Storage Volume below 1^{{st}} Orifice (Net Increase of Impervious 10 Year Storm Volume)",
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                    "text": "Basin A: 0.101 ac-ft",
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                    "text": "Basin A: 0.392 ac-ft",
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                    "text": "Max. Contributory DA",
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                    "text": "2.5 acres",
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                    "text": "Basin A: 0.787 Acres",
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                    "text": "Max. Drain Time",
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                    "text": "72 hours",
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                    "text": "Basin A: 11.7 feet, additional testing required (SPP-1)",
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                    "text": "Design Permeability Rate",
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                    "text": "80% TSS Removal BMP upstream of Underground Basin A",
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                    "text": "Hydro International Up-Flo Filter",
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            "text": "7. WATER QUANTITY CONTROL COMPLIANCE",
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            "text": "The site has been designed to meet the flow reduction requirements as noted in NJAC 7:8-5.6(b)3. The points of analysis have been identified on the Drainage Area Maps as previously described. Below is a summary table demonstrating compliance with the flow reduction requirements. Peak Flow Reduction Calculations are included within the appendix of this report."
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            "text": "Point of Analysis #1 (Study Area West)",
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                    "text": "2- Year Projected",
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