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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 (20 sand Tchobanoglous (1998), and EPA <br /> (1980). The indicate th13 gallo for each employee is typical for an office <br /> worker, an 5 gall7chobanoglous, <br /> typical for a stoner, these rates were used for the winery <br /> facility (Crite 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 On-Site Wastewater Disposal Standards which <br /> incorporate peak and surge flow factors. The estimates used in the On-Site <br /> Wastewater Disposal Standards may be greater than those discussed here. <br /> According to the Site Approval Application, the proposed small winery will be open four <br /> days a week with both employees and customers present; the hours will be from 12:00 <br /> until 6:00 p.m. Two employees will operate the winery. Up to 10 customers are (3 ,4) <br /> anticipated per day that the winery is open. No marketing or special events are <br /> planned. <br /> The nitrate as nitrogen (N) concentration of these uses is estimated to 85 mg/L <br /> (Crites and Tchobanoglous, 1998). <br /> In addition to the winery uses, the existing four-bedr idence is considered for the <br /> nitrate loading. We estimate a maximum use 12 per day per bedroom for <br /> the residence. Atypical residential concentration nitrate as N is selected (3.3 <br /> (Crites and Tchobanoglous, 1998). It is possible FM4 dwelling unit could be <br /> constructed on the Site in the future. The second dwelling unit can be up to two <br /> bedrooms. This potential future use is considered. <br /> No contributions from the future vineyard irrigation or soil amendments are considered <br /> for the Hantzsche/Finnemore method. It is reasonably assumed that the irrigation and <br /> soil amendments would be applied at close to agronomic rates for a net balance of plant <br /> irrigation and nutrients. <br /> LOGE 1301 Page 10 <br />