{
    "reference": [
        {
            "keyword": "P3",
            "context": " N/A 1,839 264.96 0.09 275,850.00 24,826.50 12.41 P3 Marlboro Drive Bioswale Area East of 366 and West"
        },
        {
            "keyword": "P3",
            "context": "iment Load Reduction Calculation for Proposed BMP P3 Impervious Area that drains to BMP P3 x Imperviou"
        },
        {
            "keyword": "P3",
            "context": "roposed BMP P3 Impervious Area that drains to BMP P3 x Impervious Loading Rate = 180.41 acres x 1,839 "
        },
        {
            "keyword": "P3",
            "context": ",773.99 lbs/year Pervious Area that drains to BMP P3 x Pervious Loading Rate =141.94 acres x 264.96 lb"
        },
        {
            "keyword": "P3",
            "context": "2 lbs/year Total Sediment Load that drains to BMP P3 =331,773.99 + 37,608.42= 369,382.41 lbs/year The "
        },
        {
            "keyword": "P3",
            "context": "9,382.41 lbs/year The amount of sediment that BMP P3 'captures' per year = total sediment load to BMP "
        },
        {
            "keyword": "P3",
            "context": " 'captures' per year = total sediment load to BMP P3 x the BMP effectiveness for a 369,382.41 (80%) = "
        },
        {
            "keyword": "P3",
            "context": "e total sediment load reduction that proposed BMP P3 provides per year = 295,505.93 lbs/year (147.75 t"
        }
    ]
}