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March 26,2003 1 Job Number:LG02-03t r Page-2 ; 2;0• PROPOSED DEVELOPMENT AND;SITE CONDITIONS F, According-the Conditions of Approval for-UP-01-8;the approved-use is-for a winery. ,.The winery production will produce approximately 20,000 gallons per year of wine. A4,000-square-' foot building will be constructed for the production and storage of wine, eased goods;and barrels: An existing 2,778-•square-foot single-family residence will be converted into an office and hospitality room. 'Remaining room'will be converted into a roduction room ad'acent to the . new 4,000-s.ure-foot_praduction building. ' The site presently.contains a water well and septic-systema The new buildiing is to be placed over the.existing septic system.tank and field. The existingseptic sstem tank and see a e are to.be backfi bandoned under the su envision of the EHD. A new replacement septic'system is i 'being proposed to serve the occupancy requirements of the new winery facility. The existing water well is located 343 feet east and 70:feet south of the southwest corner:of the house.: The - well provides domestic and irrigation water for the residence and vine ard: . ' odesto,'Califonriia',that the propose&4cility.will We understand from Associated Engineering, M tank and truck approximately 60,000 gallons per year of winery waste water o an.. , approved facility. It is, planned at this time to discharge winery waste water to Land. s The facility may be open for.wine'tastin all' ear, 7 days per week. Itis estimated that the long term customer use will average up to 30 persons per_ . Up to five(5) employees will.work at the winery every day of the week. 3.6 GROUND WATER - un Flood Control Water.Conservation'Dish ct ground-water depth and The San Joaquin County elevation maps were reviewed to determine the ground water levels-at the Site.' The Fall 1998 . } and Spring 1999 maps are the most recent maps available from the County. The depth to ground water below•the-site during the-periods'of Fall 1998 and'Spring 1999 are approximately 130 to 140 feet. The gradient and flow-direction through the site during the periods of Fall 1998 and . " Spring 1999 are 3.3 feet per mile and 5.6 feet per mile,both flowing southwest. Table,l summarizes all the available ground-water information.collected forthe site and nearby area. San 3oaquin County.Flood Control and Water Conservation District. Depth to ground water and.ground- :.; water elevation maps Fall 1998 and Spring 1999. ,Published biannually,Scale: 1 inch.—2 miles. r S