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31 May 2007 <br /> AGE-NC-07-1528 <br /> Page 3 of 5 <br /> The immediately adjacent land use for the parcel is residential housing.The outlying land use in the <br /> vicinity ofthe parcel are agricultural in nature.There are potential groundwater contamination issues <br /> associated with agricultural uses and septic systems. <br /> The San Joaquin County Flood Control and Water Conservation District's Lines ofEgual Depth to <br /> Ground Water Spring 1999 indicates the depth to ground water is 110 feet or less. Based upon a <br /> record review conducted at SJCEHD by an AGE representative DTW was indicated on well permits <br /> for the surrounding area to be between 75-feet and 110-feet bsg.Based upon review of ground water <br /> depth and gradient at this site,ground water depth ranges from 75 to 125 feet bsg and ground water <br /> typically flows between a northerly and westerly direction. <br /> 5.0. SOIL DESCRIPTIONS <br /> On 12 April 2007, AGE applied for and received an Onsite Wastewater Treatment System Permit <br /> from the SJCEHD(Appendix C). On 13 April 2007, a 4-inch hang auger was utilized to advance a <br /> test hole in the subject parcel.The test hole was located in an area where the proposed septic system <br /> is to be located.The test hole(TH-2)was advanced to a depth of 68-inches bsg.A site plan depicting <br /> proposed site features and location of test holes is included as Figure 2. <br /> The soil was visually described in accordance with the Unified Soil Classification System by a <br /> representative of AGE under the direct supervision of a California Professional Geologist. The soil <br /> sample collected from TH-2 consisted of soils ranging from silty sands to hard pan clays. <br /> Table 1 <br /> SOIL DESCRIPTION TH-2 <br /> Depth Interval (ft bsg) Soil Description =Soil Classification <br /> 0-5 dry,brown cla with sand CL <br /> 6.0. PERCOLATION TESTS <br /> On 02 May 2007,one boring was advanced(TH-1)for shallow percolation rate testing.The boring <br /> was advanced using a 4-inch hand auger. Boring TH-I was advanced to a depth of 42-inches. The <br /> borings were located more than 100 feet from the proposed well location and within 100 feet of the <br /> Advanced GeoEnvironmental,Inc. <br />