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Mary's Mini Mary 1. — Page 5 of 10 <br /> Our Project Number: LGS080518 <br /> May 30, 2008 <br /> Table 1 <br /> San Joaquin County Soil Survey <br /> Elected Soil Properties of On-Site Soils <br /> Soil Name Depth Salinity Soil Perme- Septic tank <br /> and Map (in) Unified Soil Classification mmhos Reaction ability absorption <br /> Symbol /cm pH (in/hr) fields <br /> 0-17 Fine sandy loam; SM, ML <2 5.6-7.3 0.6-2.0 Severe: depth <br /> Kaseberg 17-20 Indurated to rock, <br /> -- --- --- percolates <br /> ercolates <br /> 20 Weathered bedrock --- --- --- slowly <br /> 0-9 Cobbly loam; SM, SC-SM <2 5.1-6.5 0.6-2.0 <br /> Pardee 9-18 Very cobbly loam, very <2 5.1-6.5 0.2-0.6 Severe: depth <br /> 203 gravelly clay loam; very to rock <br /> gravelly loam; GC, GM-GC <br /> 18 Unweathered bedrock --- --- <br /> 0-4 Sandy loam; SM, SC-SM <2 5.1-6.5 2.0-6.0 <br /> Pentz 4-15 Sandy loam, loam, fine sandy <2 5.6-7.3 2.0-6.0 Severe: depth <br /> 206 loam; SC-SM, SM, CL-ML, ML to rock <br /> 15 Weathered bedrock <br /> Note: The table descriptions do not necessarily reflect site-specific soil properties. <br /> * See description of the map unit for composition and behavior characteristics of the map unit <br /> V 5.1 Soil Boring Locations <br /> A total of four (4) soil borings were advanced on the Site to a depth between approximately 3.5 <br /> and 5.5 feet. The soil borings were used later for percolation test holes; the locations of the <br /> borings are indicated on Plate 1. <br /> 5.2 Soil Boring Dimensions <br /> The soil borings were 3.5, 5.0, 5.0 and 5.5 feet, as noted above, and were four (4) inches in <br /> diameter. Auger refusal was encountered at five (5) feet due to ti�lecemented clays ,'and <br /> gravels on-site. <br /> 902 Industrial Way• Lodi,CA 95240•209.367.3701 •Fax 209.369.4228 (02008 Neil O.Anderson X.Assoein[c5. /nc <br />