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April 29,2003 <br /> Job Number: LG03-103 <br /> ` Page 6 <br /> Soil Name and Depth(in) Unified Soil Salinity Soil Septic tank <br /> Map Symbol Classification mmhos/cm Reaction absorption <br /> pH fields <br /> Redding loam, 0.6:Loam. CL-ML,CL <2 5.1.6.5 Severe <br /> 0 to 3 percent 6-27:Loam slat loam, CL-ML,CL <2 51.6.5 <br /> slopes 219. gravelly loam. <br /> 27-30: Clay loam,clay, CL,CH <2 5.1-6.5 <br /> gravelly clay. <br /> 30-60 Indurated --- --- --- <br /> Redding 0-7: Gravelly loam. SC, SC-SM, <2 5.1-6.5 Severe: <br /> Gravelly loath, GC,GM-GC indurated <br /> 2 to 8 percent 7-16: Gravelly loam, CL, CL-ML, <2 5.1-6.5 <br /> slopes 220. gravelly clay loam. GC,GM-GC <br /> 16-22: Clay,clay loam. CPI,CL <2 5.1-6.5 <br /> 22-60:Indurated --- --- --- <br /> Yellowlark 0-8: Gravelly loam ' SC-SM, SM <2 5.1-6.5 Moderate to <br /> gravelly loam, 8-39: Gravelly loam, SC, CL <2 5.1-6.5 Severe. <br /> 0 to 2 percent gravelly clay loam <br /> slopes 279. 39-47: Very gravelly GC <2 5.1-6.5 <br /> loam,very gravelly clay <br /> loam <br /> 47-54: Gravelly clay, CL,CH, GC <2 5.6-6.5 <br /> clay. <br /> 54-59: Gravelly clay GC, CL <2 5.6-6.5 <br /> loam,clay loam. <br /> 59-62: Cemented, --- -- - --- <br /> indurated <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 April 9, 2003, <br /> two 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 <br /> Environmental Health Department. The drilling equipment utilized was a truck mounted Mobile <br /> B-53 hollow stem auger with a diameter of 6 inches. No ground water was encountered in any of <br /> the borings. <br /> L <br /> 6. <br /> L <br /> 4 <br /> O, <br /> ► <br />