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2016 to be 12.03 inches, while the Tracy Carbona Station reports average total annual <br /> precipitation from March of 1906 through May of 2016 to be 9.86 inches. Because the <br /> Site is located between these stations, an average value of 10.94 inches has been <br /> selected to represent annual precipitation at the Site. <br /> By assuming 60 percent of this precipitation percolates to the aquifer, the value of 6.56 <br /> inches average recharge of rainfall is obtained. <br /> The nitrate concentration of rainfall was estimated to be 1 mg/L-N (Hantzsche and <br /> Finnemore). <br /> Quantity and Quality of Domestic Wastewater <br /> Mr. Chashmawala proposes to construct two fourplexes on the Site; according to Mr. <br /> Gilman, each will fourplex consist of three units with three bedrooms and 2.5 bathrooms <br /> and one unit with three bedrooms and three bathrooms. <br /> Crites and Tchobanoglous (1998) list a typical flow rate of 50 to 70 gallons per person <br /> per day for an individual residence. The San Joaquin County Enviromental Health <br /> Department has indicated that maximum flow and double occupancy within each <br /> bedroom should be considered for the nitrate loading assessment; as a result, a value <br /> of 140 gallons per bedroom per day has been selected (personal communication, <br /> January 6, 2017). <br /> The estimated flow values discussed here should not be used for the design and sizing <br /> of the septic system. The design and sizing of the septic system should utilize the San <br /> Joaquin County Environmental Health Department's On-Site Wastewater Disposal <br /> Standards which incorporate peak and surge flow factors. The estimates used in the <br /> On-Site Wastewater Disposal Standards may be greater than those discussed here. <br /> Based on 24 bedrooms total at 140 gallons per bedroom per day, the maximum <br /> average daily flow for the Site was estimated to be 3,360 gallons per day (gpd). A <br /> typical residential concentration of 35 mg/L of nitrate as N is selected (Crites and <br /> Tchobanoglous, 1998). <br /> Denitrification Reductions <br /> Denitrification is a process that occurs in the septic system drain field whereby certain <br /> bacteria oxidize the nitrate (NO3) in the waste water and release nitrogen gas (N2) to the <br /> atmosphere. Due to the biologic processes in the shallow soils, nitrogen in the drain <br /> field may undergo a reduction between 10 percent to 35 percent. Soils with higher clay <br /> content, moist soil conditions, high pH, and organic material denitrify by about 35 <br /> percent, and soils with high sand content and fast percolation rates tend to denitrify at a <br /> lower rate of about 10 percent. <br /> LOGE 1623 Page 9 <br />