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Village of Port Jefferson Mill Creek Watershed Management Plan

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<strong>Village</strong> <strong>of</strong> <strong>Port</strong> <strong>Jefferson</strong><br />

<strong>Mill</strong> <strong>Creek</strong> <strong>Watershed</strong> <strong>Management</strong> <strong>Plan</strong><br />

Table 3-2B<br />

Annual Road ROW Pollutant Load Estimate<br />

Total Nitrogen<br />

(TN)<br />

c = 2.0 mg/l<br />

Total<br />

Suspended<br />

Solids (TSS)<br />

c = 54.5 mg/l<br />

Total<br />

Phosphorus<br />

(TP) c= 0.26<br />

mg/l<br />

Oil and Grease<br />

c = 3.0 mg/l<br />

Fecal Coliform<br />

c=<br />

5000MPN/100<br />

ml<br />

SF Acres %<br />

ESTIMATED AVERAGE ANNUAL LOAD<br />

Road ROW Area<br />

Road ROW Area<br />

Impervious Area<br />

Water Quality<br />

Storm Event<br />

Volume<br />

Water Quality<br />

Storm Event<br />

Volume<br />

Annual Rainfall<br />

Annual Run<strong>of</strong>f<br />

Drainage Area<br />

WQv-acrefeet<br />

WQv-<br />

Cubic<br />

Feet inches inches lbs lbs lbs lbs<br />

billion<br />

colonies<br />

REACH 1 - Drainage Areas Total 2,146,500 49.3 75.0 3.87 168,590 42 27.41 611 16,634 80 916 6,955<br />

Drainage Area 1A - <strong>Village</strong> Parking 0 0.0 75.0 0.00 0 42 27.41 0 0 0 0 0<br />

Drainage Area 1B - <strong>Village</strong> Parking 0 0.0 75.0 0.00 0 42 27.41 0 0 0 0 0<br />

Drainage Area 1C - <strong>Village</strong> Parking 0 0.0 75.0 0.00 0 42 27.41 0 0 0 0 0<br />

Drainage Area 1D - Prospect, South, Spring, Tuthill 252,750 5.8 75.0 0.46 19,851 42 27.41 75 1,960 12 110 822<br />

Drainage Area 1E - Jones/Old Post South 1,798,750 41.3 75.0 3.24 141,277 42 27.41 515 13,945 70 772 5,833<br />

Drainage Area 1F - School 0 0.0 75.0 0.00 0 42 27.41 0 0 0 0 0<br />

Drainage Area 1G - Markham & Barnum @ Maple 95,000 2.2 75.0 0.17 7,461 42 27.41 28 737 4 41 308<br />

Drainage Area 1H - Commercial @ W. Broadway 0 0.0 75.0 0.00 0 42 27.41 0 0 0 0 0<br />

REACH 2 - Barnum Avenue 197,500 4.5 75.0 0.36 15,512 42 27.41 57 1,531 8 85 640<br />

REACH 3 - Brook Road to Longfellow 280,000 6.4 75.0 0.50 21,992 42 27.41 80 2,170 11 120 908<br />

REACH 4 - Brook Road to West Broadway 29,700 0.7 75.0 0.05 2,333 42 27.41 9 231 2 13 97<br />

60.9<br />

WATERSHED TOTAL ANNUAL POLLUTANT LOAD ESTIMATES<br />

764 20,574 107 1,141 8,608<br />

Sources : Pollutant Coefficient "c" Valves - NYSDEC Stormwater <strong>Management</strong> Design Manual, Table 2.1, 2003; except F Coliform - NPDES Database Summary (University <strong>of</strong> Alabama/CWP, 200<br />

Impervious Area: See Table 4-1 <strong>of</strong> this <strong>Plan</strong>

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