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sx--t. G --A I,.,- Or ')nnsl <br /> <br />Sample <br />pH <br />Colors <br />EC Paste <br />EC texture <br />field' texture <br />lab' <br />ESP % <br />CaCo3 o rave <br />(2mm-3") %Cobbles <br />(T" 10") % Stones <br />(10"-25') o oc <br />Frag's <br />Consistence <br /> <br />1 <br />7.9 10YR 211; 1OYR 6/3; <br />t0YR614 <br />1.36 <br />2.72 <br />SCL <br />SCL <br />2 <br />6.1 <br />5 <br />10 <br />0 <br />15 <br />SNH <br />2 8 10YR 512 1 SCL SCL 2 1.7 3 5 0 8 S/H <br />3 7.6 NA 1.07 CL SCL 1 1.3 20 2 1 23 <br /> <br />6 <br />8.2 2.5YR 414; 7.5YR <br />411;7.5YR713 <br />0.52 <br />NA <br />SCL <br />1 <br />12.8 <br />2 <br />2 <br />0 <br />4 <br />EH <br />8 7.9 7.5YR 4/4; 1OYR 211 1.08 CL SCL 1 2.5 10 5 1 16 L <br />12 8.1 10YR 311; 10YR 616 0.72 SL SL 1 10.1 5 2 0 7 S/R <br />13 7.8 varied 0.94 L SCL 1 3.8 5 10 2 17 HA <br />14 8.2 1OYR 516 0.55 NA SL 1 1.8 10 15 5 30 L <br />20 7.9 7.5YR 414; 7.5YR 311 1.36 3.43 SCL SCL 1 11.9 5 4 0 9 SHlEH <br />21 8 3.5YR 4/3; 1OYR 512 2.19 4.34 CL SCL 1 2.5 2 2 0 4 SH <br /> <br />22 <br />7.9 5YR 5/4; 1 OYR 516; <br />1OYR311 <br />1.24 <br />3.99 <br />SL <br />SL <br />1 <br />5.7 <br />5 <br />5 <br />1 <br />11 <br />VH <br />23 7.9 NA 1.22 3.86 NA SCL 1 2 5 5 2 12 SH <br />24 7.9 NA 0.85 NA SL 1 4.5 5 5 1 11 HA <br />25 8.3 1OYR 414; 10YR 811 0.33 Sil- SCL 2 1 5 15 2 22 HA <br />26 7.8 NA 1.64 3.66 NA SCL 1 3.3 0 <br />27 8.2 104R4/2 0.42 SCL SCL 1 1.8 3 3 1 7 SNH <br /> <br />30 <br />7.9 1 OYR 4/3; tOYR 414; <br />5YR 5/3 <br />1.03 <br />CL <br />SCL <br />1 <br />5.3 <br />2 <br />1 <br />0 <br />3 <br />MH <br /> <br />32 <br />33 <br />8 <br />7.9 10YR 211; 1 OYR 716; <br />10YR 3/1 <br />NA <br />1.54 <br />1.71 <br />7.33 <br />3.97 <br />CL <br />NA <br />SCL <br />SCL <br />3 <br />1 <br />2.5 <br />4.8 <br />10, <br />5 <br />5 <br />5 <br />1 <br />1 <br />16 <br />11 <br />HA <br />MH <br />34 8 5YR 518 1.14 CL SCL 1 4.2 5 2 0 7 SH <br />Avera a <br />Suitability 7.97 <br />4.5-8.4 <br />none 1.1 <br /><4 <br />`s, Is, sc, <br />sic, c 1.25 <br /><15% 4.48 <br /><40% 5.89 <br />t 5.42 <br />otal < 50%; 0.95 <br /><25%ave 11.65 <br />Notes: Soils compared to the USDA Soil Classification System; refer to this system for definition of terms and abbreviations <br />Suitability based on Table 2.04.9-2 Criteria for Evaluating Soil Suitability <br />` All soil types are acceptable except for s, Is, so, sic, & c <br />NA indicates that sample was not analyzed for specific parameter <br />Not all analytical data are shown; see attached lab data sheets for additional analytes <br />No boulders were observed in any soil pit; as such they are not shown in this table. <br />Coarse fragment values are based on visual estimate of cobble and stone volume and on sieve volume estimate of gravel.