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f <br /> ff <br /> February 15,2006 <br /> - NOA Project Number: E06006A <br /> Vicinity Septic System Permit Summary. <br /> Address,Date Tank Capacity Lines,Length,Pits Comments <br /> 9000 South Airport Way 1200 gal One 100'leach line,one 36" New installation to a mobile <br /> 4-29-80 diameter by 25'deep seepage pit home <br /> J <br /> .9326 South Airport Way 1200 gal Three 80'leach lines New installation to a residence <br /> 9-16-88 <br /> 9234 South Airport Way 1200 gal 20'x 35'x 18" filter bed New installation to a residence <br /> 6-1-05 <br /> The septic systems in the area appear to utilize leach lines, seepage pits, and filter beds. <br /> rt _ <br /> 3.6 Septic Repair Permit History in the Vicinity <br /> No septic system repair permits were found for the vicinity of the Site during file review at EHD on <br /> January 31, 2006. <br /> 3.7 ` Expected On-Site Maximum Septic Tank Usage -- <br /> Maximum expected usage on the property would be for the existing residence, a potential second <br /> dwellirig unit, and the proposed agricultural store. According to Ms. Del Rio, the maximum <br /> expected number of employees per day is four to five. The maximum expected number of <br /> customers per day is 35. Septic system design should be based on the On-Site Wastewater Disposal <br /> Standards or other engineering recommendations. <br /> 4.0 GROUND WATER INFORMATION <br /> 4.1 Ground Water Depth and Gradient <br /> The San Joaquin County Flood Control and Water Conservation District (1998 and 1999) ground <br /> `water depth and elevation maps were reviewed to determine the ground water levels near the Site. <br /> The Fall 1998 and Spring 1999 maps,are the most current official maps available from the County. <br /> According to these maps (Plates 4-7), ground water lies between 18 and 28 feet below ground <br /> surface and flows at a gradient of about 5 feet per mile to the north-northeast in the vicinity of the <br /> Site. <br /> No ground water was encountered by the staff of Neil O. Anderson&Associates, Inc. during the <br /> drilling of the percolation test hole to a depth of 3.28 feet on January 31, 2006. <br /> 4 <br /> t <br />