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250 Wakefield Road Soil Log #2 <br />0 Boring ❑ Pit Elevation 95.9 Depth to SHWT >38 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-6 <br />Topsoil <br /><35 <br />10yr2/1 <br />Friable <br />Strong <br />Granular Blocky <br />6-18 <br />Sandy Loans <br />< 3 <br />10yr3/3 <br />Friable <br />Strong <br />Granular Blocky <br />18-38 <br />Sandy Loam <br /><35 <br />10yr5/4 <br />Shale <br />Friable <br />Strong <br />Granular Blocky <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />>50 <br />firm <br />moderate <br />Prismatic platy <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />;granular blocky <br />>50 <br />firm <br />moderate <br />prismatic platy <br />rigid <br />strong <br />massive <br />250 Wakefield Road Soil Log #3 <br />RI Boring ❑ Pit Elevation 94.3 Depth to SHWT >38 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-6 <br />Topsoil <br /><35 <br />10yr2/1 <br />Friable <br />Strong <br />Granular Blocky <br />6-28 <br />Sandy Loam <br /><35 <br />10yr3/3 <br />Friable <br />Strong <br />Granular Blocky <br />28-38 <br />Sandy Loam <br /><35 <br />l0yr5;'4 <br />Shale <br />Friable <br />Strong <br />Granular Blocky <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />>50 <br />firm <br />moderate <br />Prismatic platy <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />>50 <br />firm <br />moderate <br />prismatic platy <br />rigid <br />I strong <br />massive <br />I hereby certify this work was completed in accordance with MN 7080 and any local reqs. <br />Rusty Olson"s Soil & Perc 810 <br />resigner Signature Company License # <br />