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TABLE A-6 <br /> BODS AND TOC DATA <br /> RAW WASTEWATER ANO PRIMARY EFFLUENT STUDIES, mg/L <br /> 7 SLOPE P5B* <br /> Sample Distance Down Slope, m <br /> Date 0 9.15 15.25 22.9 30.5 41.5 <br /> BODS TOC BODS TOC BODS TOC BODS S TOC BODTOC BODS TOC <br /> 12/16/81 63.0 36.0 24.0 21.7 22.5 18.5 11.3 14.0 11.7 13.1 7.2 11.2 <br /> 1/06/82 49.5 27.3 19.9 9.9 12.0 7.9 9.3 6.8 8.3 6.2 6.3 5.8 <br /> 1/13/82 84.0 35.0 29.3 19.0 18.3 11.4 10.8 12.0 9.0 8.9 8.1 8.4 <br /> 1/22/82 71.3 42.6 18.3 19.0 16.2 18.0 8.4 14.0 8.4 13.0 5.9 9.9 <br /> 1/27/82 73.5 37.0 26.3 18.5 18.0 14.5 12.5 10.9 14.3 10.4 10.1 9.4 <br /> 2/03/82 85.5 60.3 30.9 26.2 21.9 19.5 11.0 11.4 10.8 10.9 6.9 7.9 <br /> 2/10/82 81.0 50.0 22.2 20.5 16.5 22.1 8.4 15.0 8.9 13.0 6.8 10.9 <br /> 2/17/82 68.3 44.8 17.6 19.0 13.2 16.0 7.2 12.0 5.1 10.9 5.9 9.4 <br /> 2/24/82 66.0 36.5 15.4 10.4 13.2 8.9 9.3 7.3 10.8 6.8 7.7 6.2 <br /> 3/03/82 81.0 39.5 20.3 16.5 13.5 14.0 8.3 8.4 10.2 8.4 8.7 7.3 <br /> 3/12/82 70.5 37.5 24.4 13.0 18.3 10.9 9.6 7.9 12.0 7.3 11.0 7.3 <br /> Mean 72.5 40.6 22.6 17.6 16.7 14.7 9.6 10.9 9.9 9.9 7.7 8.5 <br /> *Operating Conditions <br /> a Applied Wastewater - Primary Effluent <br /> Application Rate - 0.16 m /hr•m <br /> Application Period - 8 hr/day <br /> A-7 <br /> B. <br />