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7Theation rate was determined from the perc rate to be 0.123 gallons/ft2/day. The total length <br /> hline trenches is 375 LFLL, or 1,500 ft' of floor and sidewall area. Therefore,the <br /> leachline trenches (excluding the sumps) can mange: 0.123 gallon /day x 1,500 ft2= 185 gpd. <br /> For comparison purposes, taking a water usage of the Men's and Women's Restrooms of 4 gallons <br /> (2 gals for each Restroom) of water usage every 10 minutes over an 8 hr day, we find a total water <br /> volume used of. 4 gals x 6x/hr x 8 hr/day= 192 gpd. This illustrates that the leachline soils can <br /> manage very high usage flows simultaneously from both Restrooms. <br /> NLS§ 4.2, SSS§6.7. As the effluent infiltrates into and percolates downward from the soil- <br /> effluent interface, the saturated soil conditions will create an anaerobic environment certainly <br /> within the tight loam soils,thus promoting denitrification and retarding nitrification. <br /> As referenced in the Introduction, a highly sophisticated irrigation and fertilizer system to irrigate <br /> and feed the plants will be installed for this facility. Irrigation runoff will be absolutely minimal, <br /> orders of magnitude less than a conventional agricultural operation. <br /> lJ' <br /> f111" <br /> �l <br /> AN <br /> Uck . <br /> Page -9- <br /> Chesney Consulting <br />