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* FROM <br /> . FAX NO. :2899315186 n Apr-. 29 2003 03:37PM P6 <br /> i <br /> r <br /> a <br /> If I interpret Chesney's report correctly the additlon of gray water from the <br /> washing machine and shower may actually have a diluting affect on the <br /> Nitrate loading (see page 8). <br /> L. You have always been curious as ho—how we were of Jop rovide fort e <br /> busloads of peoole that we.would be attractiag to our facil• <br /> This has been a recurring issue of concern with environmental health. Let <br /> me reiterate, we are first and foremost a manufacturing and distribution <br /> facility. The addition of a retail store, although we are excited about it, is <br /> not the primary source of revenue of our business. We hope that people <br /> will stop to visit but It IS NOT THE PRIMARY FOCUS OF OUR <br /> BUSINESS. As a corollary, we also have a websita for selling products <br /> retail but we do little to promote the website. In fact it currently is still <br /> displaying our Christmas products, <br /> Our products are very high end specialized products that consequently <br /> sell for a very high price. Our target demographics are women 25-45 yrs <br /> old with a household income of over$75,000/year, It: is our observation <br /> that the type of busses that travel Hwy 88 at our location are primarily <br /> "gambler specials" running to an Indian casino in Jackson. The <br /> demographics <br /> of the casino do <br /> not match our demographic so we are <br /> planning to do nothing to promote our facility to these busses. <br /> In addition to not actively trying to attract busses, we also DO NOT HAVE <br /> BUS PARKING at our facility. . <br /> Should busses stop they will of course be welcome and we will not ask <br /> them to leave. Our public restrooms currently consist of one fixture each <br /> for men and women. The sizing requirement for the septic system is per <br /> fixture, not per person, parking place, by bus, or other metric. The water <br /> usage according to San Joaquin Cotinty Health Standards has been <br /> factored into the design of the septic system and is adequate. <br /> M. Why did we scale back the amount of rogmgedicated to the legcb field? <br /> We have not scaled back the available land. In fact we have much more <br /> room than required. Chesney Consulting's design, contained in his <br /> December 31, 2002, report requires 1,800 02 of filter bed + 1,280 ftp of <br /> conventional leach line = 3,080 ft <br /> i <br /> The final landscaping design has not been completed but provisions have <br /> been made to accommodate the septic system. <br /> On page C1, Grading Plan and Site details, of our plans submitted for <br /> permits we there is a note that reads, "FOR SEWAGE DISPOSAL <br /> SYSTEM—SEE PLANS and SPECS. BY CHESNEY CONSULTING <br /> PROJECT NO. NLS-08-02° The gross unpaved area we have allowed in <br /> Page 6 of$ <br />