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typical for an office or industrial worker; this rate was used for the facility's employees <br /> (Crites and Tchobanoglous, 1998). For 100 potential employees, the maximum <br /> average daily flow for the Site was estimated to be 1 ,300 gallons per day (gpd). <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 On-Site Wastewater Treatment <br /> Systems Standards which incorporate peak and surge flow factors. The estimates used <br /> in the On-Site Wastewater Treatment Systems Standards may be greater than those <br /> discussed here. <br /> The nitrate as nitrogen (N) concentration of the employee use is estimated to be 85 <br /> mg/L (US EPA, 1980). <br /> No contributions from irrigation or soil amendments are considered for the <br /> Hantzsche/Finnemore method. It is reasonably assumed that any irrigation or soil <br /> amendments would be applied at close to agronomic rates for a net balance of plant <br /> irrigation and nutrients. <br /> The average daily flow is presented in the following table: <br /> Table 3. Average Daily Flow Calculation <br /> Use Units Rate Subtotal Reduction Average Daily <br /> Flow <br /> Employee 100 13 gal/employee 1,300 gpd none 1,300 gpd <br /> (7 days) employee <br /> Total 1,300 gpd <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 wastewater and release nitrogen gas (N2) to the <br /> atmosphere. Due to the biologic processes in the shallow soils, nitrogen in the drain <br /> field will may undergo a reduction between 10 percent to 35 percent. Soils with higher <br /> clay content, moist soil conditions, high pH, and organic material denitrify by about 35 <br /> percent, while soils with high sand content and fast percolation rates tend to denitrify at <br /> lower rates. <br /> A typical denitrification factor of 25 percent was selected for the Site because of the <br /> combination of clayey and sandy soils present at the percolation test location. <br /> LOGE 1848 Page 11 <br />