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!IKooyman Property Page 6 of 10 <br /> Fi Our Project Number: E07197B <br /> November 26, 2007 <br /> F-i <br /> I rand <br /> Name Depth Unified Soil Classification Salinity Soil Perme- dcemented <br /> Map (in (mmhos/cm) Reaction abilitybol I H <br /> I , p (in/hr) <br /> Devries 0-13 Sandy loam SM <2 6.6-8.4 2.0-6.0 <br /> sandy loam, 13-28 Sandy loam,fine sandy loam, <2 6.6-8.4 2.0-6.0 drained, 0- SM <br /> 2%slopes, 28-80 Indurated <br /> 149 <br /> Guard clay 0-15: Clay loam, CL <2 7.9-8.4 0.2-0.6 Severe: peres <br /> loam, slowly <br /> drained, 0- 15-72: Clay loam, sandy clay loam, SC, <2 7.9-8.4 0.06-0.2 <br /> �i 2%slopes, CL <br /> 169 <br /> Rioblancho 0-16: Clay loam, CL <2 7.4-8.4 2.0-0.6 Severe: <br /> clay loam, 16-28: Loam,clay loam,CL-ML,CL <2 7.4-8.4 2.0-0.6 cemented <br /> drained 0- 28-39: Sandy loam, loam, silt loam, <2 7.9-8.4 0.6-2.0 pan, peres <br /> 2%slopes, SC-SM, SM,CL-ML, ML slowly. <br /> 226 39-80: Cemented -_- <br /> Tokay fine 0-19: Fine sandy loam,SM <2 6.1-7,8 2.0-6.0 Slight <br /> sandy loam, 19-45: Fine sandy loam, sandy loam, <2 6.1-7.8 2.0-6.0 <br /> 0-2% SM <br /> slopes, 256 45-60: Fine sandy loam, sandy loam, <2 6.1-8.4 2.0-6.0 <br /> I coarse sandy loam, SM <br /> FJ 5.1 Soil Boring Locations <br /> A total of two (2) soil borings were advanced on the site, one (1) boring to a depth of 3.5 feet <br /> 11 and one (1) boring to a depth of 8.5 feet. The first boring (3.5 feet) was used later for <br /> percolation test holes, while the other (8.5 feet) was used as a groundwater boring (GW), the <br /> locations of the borings are indicated in Plate I. <br /> j 5,2 Soil Boring Dimensions <br /> The soil borings were 3.5 feet and 8.5 feet deep, as noted above, and were approximately 4 <br /> +� inches in diameter. <br /> F1 5.3 Soil Lithology Observed <br /> Generally, the soil encountered in the boring is similar to the soils reported by the San Joaquin <br /> 0 County Soil Survey for the area (USDA, 1992). The table below presents the soil log for the soil <br /> borings. Conditions were comparable in the shallower holes. <br /> Table 2. <br /> Soil Boring Lo__. <br /> Depth Interval (ft) Soil Type Unified Soil Classification <br /> F! 0-8.5 Medium brown, silty sand SM <br /> 0 "044 <br /> 1{ 902 Industrial Way•Lodi,CA 95240.209.367.3701 •Fax 209.369.4228 02007 Neil 0.Anderson&Associates Inc <br />