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Combined Sewer System Long Term Control Plan - DC Water

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District of Columbia <strong>Water</strong> and <strong>Sewer</strong> Authority<br />

<strong>Combined</strong> <strong>Sewer</strong> <strong>System</strong> <strong>Long</strong> <strong>Term</strong> <strong>Control</strong> <strong>Plan</strong><br />

Figure B-23<br />

Anacostia River: Effect of CSO <strong>Control</strong> on Fecal Coliform Concentrations<br />

(Upstream and Stormwater Load Reduction 1 )<br />

E. Coli - # of Days Exceeding 576/100 mL<br />

No Phase 1 <strong>Control</strong>s Phase 1 <strong>Control</strong>s Flow Pump Sta. Rehab. 12 Overflows/yr 8 Overflows/yr<br />

4 Overflows/yr 2 Overflows/yr 0 Overflows/yr Separation<br />

ENTIRE CALENDAR YEAR<br />

# of days/yr<br />

180<br />

160<br />

140<br />

120<br />

100<br />

80<br />

60<br />

40<br />

20<br />

0<br />

Haines Point South Capital St. Navy Yard RFK Stadium <strong>DC</strong>/MD Boundary<br />

Confluence NE &<br />

NW Branch<br />

No Phase 1 <strong>Control</strong>s 51 128 159 164 32 14<br />

Phase 1 <strong>Control</strong>s 31 77 86 79 31 14<br />

Pump Sta. Rehab. 20 71 84 77 31 14<br />

12 Overflows/yr 10 40 43 52 30 14<br />

8 Overflows/yr 3 23 29 44 30 14<br />

4 Overflows/yr 1 12 19 40 29 14<br />

2 Overflows/yr 0 2 12 37 29 14<br />

0 Overflows/yr 0 0 10 36 29 14<br />

Separation 0 43 58 89 30 14<br />

E. Coli - # of Days Exceeding 576/100 mL<br />

No Phase 1 <strong>Control</strong>s Phase 1 <strong>Control</strong>s Pump Sta. Rehab. 12 Overflows/yr 8 Overflows/yr<br />

4 Overflows/yr 2 Overflows/yr 0 Overflows/yr Separation<br />

80<br />

70<br />

60<br />

MAY THROUGH SEPTEMBER<br />

# of days/yr<br />

50<br />

40<br />

30<br />

20<br />

10<br />

0<br />

Haines Point South Capital St. Navy Yard RFK Stadium <strong>DC</strong>/MD Boundary<br />

Confluence NE &<br />

NW Branch<br />

No Phase 1 <strong>Control</strong>s 23 54 64 71 14 7<br />

Phase 1 <strong>Control</strong>s 14 39 42 38 13 7<br />

Pump Sta. Rehab. 9 35 42 37 13 7<br />

12 Overflows/yr 3 18 20 21 13 7<br />

8 Overflows/yr 2 11 13 18 13 7<br />

4 Overflows/yr 1 7 8 15 12 7<br />

2 Overflows/yr 0 1 4 14 12 7<br />

0 Overflows/yr 0 0 2 13 12 7<br />

Separation 0 19 Flow<br />

22 36 13 7<br />

J:\1160\LTCP\LTCP Final Draft #2 (Board)\App B-Ana WQ\[Fib B-15xls.xls]21<br />

1 Storm water: 40% reduction in loads, Upstream: 40% reduction in nutrients<br />

Fecal coliforms at 80% of water quality standard (concentration = 160/100 ml)

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