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n C) <br /> The nitrate concentration of rainfall was estimated to be 1 mg/L-N (Hantzsche and <br /> /Finnemore, 1992). <br /> Y uanti and-Quality <br /> 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 for both employees and customers. The two owners, one additional <br /> employee, and up to 10 customers are anticipated per day. Eight marketing events per <br /> year are anticipated, with up to 50 guests present at each event. The marketing events <br /> will take place during normal `open" hours and will not require additional staff. Four <br /> additional special events will take place after the normal closing time; three employees <br /> and up to 50 guests are anticipated at each special event. <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 is considered for <br /> the nitrate loading. We estimate a maximum use of 120 gallons per day per bedroom <br /> for the residence. A typical residential concentration of 45 mg/L of nitrate as N is <br /> selected (Crites and Tchobanoglous, 1998). it is possible a second dwelling unit could <br /> be 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 vineyard irrigation or soil amendments are considered for the <br /> Hantzsche/Finnemore method. It is reasonably assumed that the irrigation and soil <br /> amendments would be applied at close to .agronomic rates for a net balance of plant <br /> irrigation and nutrients. <br /> LOGE1003 Page 10 <br />