Laserfiche WebLink
July 13, 2001 <br /> — Job Number: LGO1-191 <br /> Page 9 <br /> Table 6. <br /> Total Estimated Effluent. <br /> (see worksheets in Appendix for calculations) <br /> Category Quantity People Daily effluent quantity for each analysis <br /> Residence 50 gallons/day/person 2 50 gallons/day/person x 2 people= 100 gallons/day <br /> Residence 50 gallons/day/person 3 50 gallons/day/person x 3 people= 150 gallons/day <br /> Residence 50 gallons/day/person 4 50 gallons/day/person x 4 people=200 gallons/day <br /> Residence 50 gallons/day/person 5 50 gallons/day/person x 5 people=250 gallons/day <br /> Table 7 presents a summary of the nitrate loading analysis (see Plates 4 through 8) which <br /> — considers nitrate sources from septic systems and rainfall. <br /> Table 7. <br /> Summary of Nitrate Mass Balance Analysis. <br /> Quantity * Result: Denitrification Deep Rain Waste Level Parcel Rain <br /> of Percolating Factor° Percolation to Septic Size Concentrat- <br /> Effluent Nitrate Tank°* (ac) ion` <br /> Concentration <br /> (2 People) 6.0 mg/1-N 35°,o 6.84 inches 45 mg/1-N 0.72 0.17 mg/1-N <br /> 100 gals/day <br /> Plate 5 <br /> (3 People) 8.1 mg/1-N 350 6.84 inches 45 mg/1-N 0.72 0.17 mg/1-N <br /> 150 gals/day <br /> Plate 6 <br /> (4 People) 9.9 mg/1-N 35% 6.84 inches 45 mg/1-N 0.72 0.17 mg/1-N <br /> 200 gals/day <br /> Plate 7 <br /> (5 People) 11.4 mg/1-N 35% 6.84 inches 45 mg/1-N 0.72 0.17 mg/1- <br /> 250 gal/day <br /> Plate 8 <br /> #Note: Maximum drinking water standard for Nitrate is 10 mg/L-N(45 mg/L as NO ). <br /> rpE RSO <br /> r 'L <br /> > N <br /> Z W <br /> O ti <br /> SSS O G\ <br />