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Table 1 - Subsoil Sample Results. January 31. 2008 <br />Sam le H <br />unit Use <br />CRITERIA' 6.1 -8.4 <br />4946 101 8.0 <br />EC <br />mmhoslcm <br />0-4.0 <br />2.9 <br />Saturation <br />(percent) <br />25-80 <br />55.0 <br />SAR J <br />unitless <br />Oa4.0 <br />1.7 <br />- Cad U3 <br />(percent) <br />0 -15.0 <br />2.1 <br />SE <br />m <br />0 -2.0 <br /><1.0 <br />Texture <br />lab <br />•• <br />SCL <br />4947 102 7.8 <br />3.3 <br />53.0 <br />0.9 <br />2.0 <br /><1.0 <br />SCL <br />7.9 <br />2.4 <br />56.0 <br />0.7 <br />1.3 <br /><1.0 <br />SCL <br />7.7 <br />3.5 <br />45.0 <br />0.9 <br />2.9 <br /><1.e <br />SCL <br />7.6 <br />a <br />4.1 <br />63.0 <br />0.9 <br />1.4 <br /><1.0 <br />SCL <br />(106 6.0 <br />2.3 <br />42.0 <br />1.0 <br />2.2 <br /><1.0 <br />SCL <br />7.8 <br />3.1 <br />52.3 <br />1.0 <br />2.0 <br /><1.0 <br />SCL <br />Notes: Bold indicates exceedance of suitability criteria <br />Based on Table 2.04.9 -2 Criteria for Evaluating Soll Suitability <br />"' All soil types are acceptable except for s, Is, sc, sic, & c <br />NA Indicates that sample was not analyzed for specific parameter <br />Sample numbers In parentheses are numbers shown on Figure 1 <br />Revised PR 06 June 10 Attachment 2.05.4(2)(d) -1 -8 <br />