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April J, 2005 <br /> NOA Project Number: E05034A <br /> Table 3. <br /> ... <br /> San Joaquin-C6unty Soil Survey <br /> Selected Soil Properties of On=Site Soils. <br /> FjSoil Name Depth -Unified Soil Classification Salinity Soil Perme- Septic tank <br /> and Map (in) mmhos/cm Reaction ability absorption <br /> Symbol - pH (in/hr) fields <br /> Ramoth 0-14:- Sandy loam;SM <2 5.6-6.5 .. 2.0-6.0 Severe:peres <br /> sandy loam, -14-32: Sandy loam,coarse sandy <2 5.6-6.5 2.0-6.0 slowly <br /> 5-8% loam;SC-SM <br /> slopes,'216. 32-54: Sandy clay loam;SC <2 6.1 -7.3 0.2-0.6 <br /> 54-60: Sandy loam,coarse sandy <2 6.1 -7.3 2.0-6.0 <br /> loam,loamy coarse sand;SM <br /> Tokay fine 0-19: Fine sandy loam;SM <2 6.1 -7.8 2.0-6.0 Slight <br /> sandy loam, 1945: Fine sandy loam,sandy loam; <2 6.1 -7.8 2.0-6.0 <br /> 0-2% SM <br /> 45-60: . . .Fine sandy loam,sandy loam, <2 6.1 -8.4 2.0-6.0 <br /> slopes;256. <br /> coarse sandy loam;SM <br /> Vina fine, 0-9: Fine sandy loam;SM <2 6.1 -.7.3 2.0-6.0 Moderate: <br /> sandy loam, 9-37: Sandy loam;loam,fine sandy <2 6.1 -73 0.6-2.0 flooding, <br /> loam;CL-ML,MC.,SC-SM, peres slowly <br /> slopes,272. SM <br /> 37-60: Stratified sandy loam to loam; <2 :6.1 -7.3 0.6-2.0 <br /> ML,SM <br /> Note:The table descriptions do not necessarily reflect site-specific soil properties. <br /> JI/5.1 Soil Boring Locations <br /> A total of one soil boring was advanced to a depth of three feet on the Site. The soil boring was <br /> FIused later for the percolation test hole;the locations of the borings are indicated in Plate 1. <br /> 5.2 Soil Boring Dimensions <br /> Fj <br /> The soil borings were three feet deep, as noted above, and were four inches in diameter. <br /> ,1/53 Soil Lithology Observed <br /> Generally, the soil encountered in the boring is similar to the soils reported by the San Joaquin <br /> County Soil Survey for the area (USDA, 1992). Table 4 presents a.soil log for the three foot deep <br /> soil boring. <br /> 7 <br /> Pik <br />