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F1 ' <br /> April.l; 2005 <br /> NOA Project Number: E05034A <br /> P, Table 3. <br /> San Joaquin County Soil Survey <br /> Selected Soil Pro etties of On=Site Soils. <br /> Soil Name Depth Unified Soil Classification Salinity Soil Terme- Septic tank. <br /> and Map (in) mmhos/em 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, 19-45: Fine sandy loam,sandy loam; c2 6.1 -7.8 . 2.0-6.0 <br /> 0-2% SM <br /> _ > slopes,256. 45-60: Fine sandy 16am,sandy loam_, <2 6.1 - 8.4 .2.0-6.0 <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 -7.3 0.6-2.0 flooding, <br /> '0-2% loam;CL-ML,ML,SC-SM, peres slowly <br /> slopes,272. STVI <br /> 37-60:. .Stratified sandy loam to loam; <2 6.1-7.3 0.6-2.0 <br /> I.ML,SM - <br /> Note:The table descriptions do not necessarily reflect site-specific soil properties. <br /> F1Soil 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 /> used later for the percolation test hole;the locations of the borings are indicated in Plate 1. <br /> X5.2 Soil Boring Dimensions <br /> The soil borings were three feet deep, as noted above, and were four inches in diameter. <br /> P5.3 Soil Litho logy 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 /> F1 <br /> F� 7 <br /> Fi! <br />