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March 6,2001 <br /> Job Number:LG00-426 <br /> Page 10 <br /> Table 4. <br /> Total Estimated Effluent <br /> (see worksheets in Appendix for-calculations) . <br /> Category Quantity People Daily effluent quantity for each-anal is <br /> Residential 50 5 50 gallons/day/person.x 5 people 250 gallo slday <br /> 4 bedroom home gallons/day/person <br /> The following Table is a summary of results from the nitrate loading analysis. The <br /> calculation for the smallest parcel of.5-acre is shown"in Plates 8'through 13, in the appendix. <br /> Table 5.- . <br /> Summary of Mass Balance Analysis <br /> Parcel Result:Percolating. Denitrification Deep Rain Waste level' Rain J <br /> Number, Nitrate Concentration Factor 6 Percolation Concentration <br /> Acreage <br /> Parcel 1, L80 mg/1-N 25% 7.86 inches 45 mg/1 N 0.17 mg/l N , <br /> . 8.4 acres <br /> .Parcel 2, 2.82 mg/1-N 25% 7.86 inches '45 mg/1 N 0.17 mg/l N <br /> 5.0 acres <br /> Parcel 3; 2.82 mg/1-N 25% 7.86 inches 45.mg/l N 0.17 mg/l N <br /> 5.0 acres <br /> Parcel 4, 2.51mgll-N 25% 7.86 inches 45 mg/l N , 0.17 mg/1 N <br /> 5.4 acres <br /> Designated 2.10 mg/1-N - 25% 7.86'inches 45 mg/l N 0.17 mg/1 N <br /> Remainder; <br /> f7.0 acres <br /> VIII. CONCLUSION_ S AND RECOMMENDATIONS <br /> In conclusion, the soils investigated on each,parcel have exhibited a satisfactory- <br /> percolation <br /> atisfactorypercolation rate. During our investigation, the soils encountered were commonly sandy silt, silty <br /> sand, with occasional minor sand layers. Clay soils were encountered, at the surface. The septic <br /> krF POE qso� <br /> Z � <br /> O '� <br />