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I <br /> TABLE A-11 <br /> BOD�g AND TOC DATA <br /> RAW WASTEWATER AN17 PRIMARY EFFLUENT STUDIES, mg/L <br /> SLOPE R4B* <br /> s, <br /> Distance Down Slope, m <br /> Sample 0 9.15 15.25 22.9 30.5 41.5 <br /> Date BOD5 TOC BOD5 TOC BOD5 TOC BOD5 TOC BOD5 TOC BOD5 TOC <br /> i <br /> L <br /> 12/17/81 120.0 63.9 16.1 14.0 13.8 13.1 15.5 12.1 8.1 9.9 5.0 9.0 <br /> 1/07/82 150.0 76.2 27.0 21.0 28.8 21.0 21.3 18.0 15.8 14.0 5.7 6.8 <br /> 1/14/82 108.8 62.2 20.7 18.5 23.4 17.5 9.9 10.4 6.6 8.9 4.8 6.8 ` <br /> 1/21/82 109.5 71.4 26.6 21.0 27.6 19.5 14.7 13.5 11.1 12.5 5.4 8.9 <br /> 1/29/82 90.8 65.8 - 15.5 -- 14.5 -- 7.3 -- 7.3 -- 7.3 <br /> 4 2/04/82 111.0 69.8 16.2 13.0 16.2 16.0 11.3 8.4 9.3 7.9 8.1 7.3 <br /> i 1� 2/18/82 107.3 65.8 25.9 14.0 28.5 16.0 19.2 10.4 15.5 8.9 9.5 7.3 <br /> i� 2/25/82 99.0 58.7 32.6 19.0 22.8 14.5 10.4 8.4 6.3 6.8 3.9 6.8 <br /> 3/04/82 93.8 53.3 46.9 - 25.2 - 20.1 14.5 17.6 13.0 9.6 8.9 <br /> r <br /> 3/17/82 129.0 51.0 43.2 18.0 30.6 13.5 15.3 8.9 13.7 8.4 12.3 8.4 <br /> I, Mean 111.9 63.8 28.4 17.1 24.1 16.2 15.3 11.2 11.6 9.8 7.1 7.8 <br /> *Operating Conditions <br /> Applied Wastewater - Screened Raw <br /> Application Rate - 0.10 m /hr•m <br /> Application Period - 8 hr/day <br /> A-l2 <br />