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t <br /> Hieb Family 1990 Trust PMo y. Page 6 of 11 <br /> Our Project Number: E071S-: <br /> December 17, 2007 <br /> Soil Name Depth Unified Soil Classification Salinity Soil Perme- Septic tank <br />} and Map (in) (mmhos/cm) Reaction ability absorption <br /> I t Symbol pH (in/hr) fields <br /> 48-60 Cemented --- --- <br /> Galt clay, 0- 0-25 Clay; CL, CH <2 6.6-7.3 0.06-0.2 Severe: <br /> 2%slopes, <br /> 160. 25-34 Clay, silty clay; CL, CH <2 6.6-8.4 0.06-0.2 cemented <br /> 34-60 Cemented --- --- --- pan, peres <br /> 1 slowly. <br /> Hollenbeck 0-10 Silty clay; CH,CL <2 6.6-8.4 0.06-0.2 Severe: peres <br /> silty day, 0- <br /> 10-37 Clay, silty clay; CH,CL <2 6.6-8.4 0.06-02 slowly <br /> = I 2%slopes, 37-42 Silty clay loam,clay loam; CL <2 6.6-8.4 0.2-0.6 <br /> �! 173. 42-60 Cemented --- --- --- <br /> i <br /> s Kingdon 0-5 Fine sandy loam; SM <2 5.6-7.3 2.0-6.0 Moderate: <br /> fine sandy 5-14 Fine sandy loam; SM <2 6.1-7.3 2.0-6.0 wetness, <br /> loam, 0-2 14-28 Sandy loam, fine sandy loam; <2 6.1-7.3 2.0-6.0 peres slowly <br /> slopes, 1899. SM <br /> P, 28-42 Fine sandy loam, loam; SC-SM, <2 6.1-7.3 0.6-2.0 <br /> CL-ML <br /> 42-61 Fine sandy loam, sandy loam, <2 6.6-8.4 2.0-6.0 <br /> coarse sandy loam; SM <br /> San Joaquin 0-16 Loam; CL-ML, ML <2 5.6-6.5 0.6-2.0 Severe: <br /> loam, 0-2% 16-26 Clay loam, clay; CL <2 6.1.7.8 <0.06 cemented <br /> slopes, 238. 26-60 Indurated pan, peres <br /> slowly <br /> San Joaquin 0-12: Loam; CL-ML, ML <2 5.6-6.5 0.6- 2.0 Severe: <br /> loam,thick 12-26: Sandy clay loam; SC <2 6.1 -7.3 0.2 -0.6 cemented <br /> surface, 0- 26-35: Clay loam, clay; CL <2 6.1 -7.8 <0.06 pan, percs <br /> R <br /> 2%slopes, 35-60: Indurated --- --7 --- slowly <br /> 240. <br /> Tokay fine 0-19 Fine sandy loam; SM <2 6.1-7.8 2.0-6.0 Slight <br /> F1sandy loam, 19-45 Fine sandy loam, sandy loam; <2 6.1-7.8 2.0-6.0 <br /> -- 0-2% SM <br /> slopes, 45-60 Fine sandy loam, sandy loam <2 6.1-8.4 2.0-6.0 <br /> R256.. coarse sandy loam; SM <br /> 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 3.25 feet <br /> and one (1) boring to a depth of 24.10 feet. The soil borings were used later for percolation <br /> F1test holes; the locations of the borings are indicated in Plate 1. ( 1� <br /> F1 <br /> F. <br /> ! 902 Industrial Way-Lodi,CA 95240■209.367.3701 -Fax 209.369.4228 02007 Neil O.Anderson&Associates,Inc <br />