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II GE�CHECK© - PHYSICAL SETTING SOURCE SUMMARY <br /> 9 <br /> Soil Layer Information <br /> Boundary Classification <br /> Layer Upper Lower Soil Texture Class AASHTO Group Unified Soil Permeability Soil Reaction <br /> Rate(in/hr) (pH) <br /> 1 0 inches 5 inches fine sandy loam Silt-Clay COARSE-GRAINED Max: 6.00 Max: 7.30 <br /> Materials(more SOILS,Sands, Min: 2.00 Min: 5.60 <br /> than 35 pct. Sands with fines, <br /> passing No. Silty Sand. <br /> 200),Silty <br /> Soils. <br /> 2 5 inches 14 inches fine sandy loam Silt-Clay COARSE-GRAINED Max: 6.00 Max: 7.30 <br /> Materials(more SOILS,Sands, Min: 2.00 Min: 6.10 <br /> 3 than 35 pct. Sands with fines, <br /> passing No. Silty Sand. <br /> 200),Silty <br /> Soils. <br /> 3 14 inches 28 inches sandy loam Silt-Clay COARSE-GRAINED Max: 6.00 Max: 7.30 <br /> Materials(more SOILS,Sands, Min: 2.00 Min: 6.10 <br /> than 35 pct. Sands with fines, <br /> passing No. Silty Sand. <br /> 204),Silty <br /> Soils. <br /> 4 28 inches 42 inches fine sandy loam Silt-Clay FINE-GRAINED Max: 2.00 Max: 7.80 <br /> Materials(more SOILS,Silts and Min: 0.60 Min: 6.10 <br /> than 35 pct. Clays(liquid <br /> passing No. limit less than <br /> 200),Silty 50%),Lean Clay. <br /> Soils. FINE-GRAINED <br /> E <br /> SOILS,Silts and <br /> Clays(liquid <br /> limit less than <br /> 50%),silt. <br /> 5 42 inches 61 inches fine sandy loam Granular COARSE-GRAINED Max: 6.00 Max: 8.40 <br /> materials(35 SOILS,Sands, Min: 2.00 Min: 6.60 <br /> pct.or less Sands with fines, <br /> 1 <br /> passing No. Silty Sand. <br /> 200),Silty,or <br /> I Clayey Gravel <br /> and Sand. <br /> t <br />{ LOCAL/REGIONAL WATER AGENCY RECORDS <br /> 1 <br /> EDR Local/Regional Water Agency records provide water well information to assist the environmental <br /> professional in assessing sources that may impact ground water flaw direction,and in forming an <br /> opinion about the impact of contaminant migration on nearby drinking water wells. <br /> w <br /> TC2044811.1 s Page A-9 <br /> x <br />