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The nitrate concentration of rainfall was estimated to be 1 mg/L-N (Hantzsche and <br /> Finnemore, 1992). <br /> Quantity and Quality of Domestic Wastewater <br /> The estimated sewage flow rates for various uses are available from a number of <br /> references. The uses presented below were guided by the San Joaquin County On-Site <br /> Wastewater Disposal Standards (2003), Crites and Tchobanoglous (1998), and EPA <br /> (1980). The references indicate that 13 gallons for each employee is typical for an office- <br /> worker, and 5 gallons is typical for a bar customer; these rates were used for the winery <br /> facility (Crites and Tchobanoglous, 1998). <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 Sewage Standards which incorporate peak and <br /> surge flow factors. The estimates used in the Sewage Standards may be greater than <br /> those discussed here. <br /> According to the Site Approval Application, the proposed small winery will be open <br /> seven days a week from 10 to five with two owners present and up to two additional <br /> employees. The wine tasting room will also be open seven days a week; up to 20 <br /> customers are anticipated per day. No winery special events or marketing events are <br /> proposed. <br /> The nitrate as nitrogen (N) concentration of these uses is estimated to be 85-mg/L <br /> (Crites and Tchobanoglous, 1998). <br /> In addition to the winery uses, the existing three-bedroom residence and one-bedroom <br /> area in the winery building are considered for the nitrate loading calculation. We <br /> estimate a maximum use of 120 gallons per day per bedroom for the residences. A <br /> typical residential concentration of 45 mg/L of nitrate as N is selected (Crites and <br /> Tchobanoglous, 1998). <br /> The maximum average daily flow for the Site was estimated to be 625.5 gallons per day <br /> (gpd). Through the use of a weighted average, the average concentration of all the <br /> different effluent flows and concentrations was determined to be 54.3 mg/L-N at 625.5 <br /> gallons per day. Please see the following tables that present the information in a <br /> tabular form. <br /> LOGE1013 Page 10 <br />