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September 3,2003 <br /> Job Number:LG03-226 <br /> Page 4 <br /> for soils located on the subject property. <br /> Table 3. <br /> ` Selected Soil Properties of the Area Surrounding the Property. <br /> (San Joaquin Soil Survey Report) <br /> Soil Name and Depth(in) Unified Soil Salinity Soil Septic tank <br /> Map Symbol Classification mmhos/cm Reaction absorption <br /> .. pH fields <br /> Boggiano clay 0-23:Clay loam, SM <2 6.6-7.8 Moderate: <br /> loam,0 to 2 23-48: Loam,clay loam, SM,SP-SM <2 7.4-7.8 flooding, <br /> percent slopes silt loam, cemented pan, <br /> 110. 48-60: Cemented. --- -- --- peres slowly. <br /> Finrod clay 08:Clay loam, CL <2 6.6-7.8 Severe: <br /> loam,0 to 2 8-33:Clay loam,clay CL,CH <2 6.6-7.8 peres slowly. <br /> percent slopes 33-48: Clay loam,silty CL,CH <2 7.4-7.8 <br /> 158. clay loam,clay, <br /> 48-60: Cemented --- --- --- <br /> Note: The table descriptions do not necessarily reflect site-specific soil properties. <br /> Six (6) soil borings were drilled by Neil O. Anderson&Associates, Inc., on August 7,2003, two <br /> on each proposed parcel (see Map 1). The borings were for percolation test holes used to <br /> conduct percolation tests on each parcel per the requirements of San Joaquin County G / <br /> Environmental Health Department. The drilling equipment utilized was a truck mounted Deep <br /> Rock hollow stem auger with a diameter of 4 inches. No ground water was encountered in any <br /> of the borings. <br /> A shallow and deep hole were drilled on Parcel 1. The shallow hole was drilled to 3 feet 10 <br /> inches, the shallow soils encountered, consisted of brown sandy slit. The deep hole encountered <br /> fine to medium silty sand to a maximum depth of 25 feet. <br /> A shallow and deep hole were drilled on Parcel 2. The shallow hole was drilled to 3 feet 7 <br /> inches in which brown fine to medium silty sand was encountered. The deep hole encountered <br /> fine to medium silty sand to a maximum depth of 25 feet. <br /> otRs°` <br /> s <br /> z • <br /> o � <br /> � ♦s s c��� <br />