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680 Pinehurst Court Soil Log #8 <br />Q Boring ❑ Pit Elevation 971.3 Depth to SHWT 22 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-12 <br />Topsoil <br /><35 <br />10yr3/1 <br />Loose <br />Moderate <br />Blocky <br />12-18 <br />Clay Loam <br /><35 <br />10yr4/3 <br />Friable <br />Strong <br />Blocky <br />18-22 <br />Clay Loam <br /><35 <br />10yr5/4 <br />Friable <br />Strong <br />Blocky <br />22-30 <br />Clay Loarn <br /><35 <br />10yr5/4 <br />10y4/8,1 -6/10y <br />Firm <br />Strong <br />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 />680 Pinehurst Court Soil Log 49 <br />Q Boring ❑ Pit Elevation 968.9 Depth to SHWT 18 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-8 <br />Topsoil <br /><35 <br />10yr3/2 <br />Loose <br />Moderate <br />Blocky <br />8-18 <br />Clay Loam <br /><35 <br />10yr4/3 <br />Friable <br />Strong <br />Blocky <br />18-24 <br />Clay Loam <br /><35 <br />10yr5/4 <br />10y4/8,1-6/l0y <br />Firm <br />Strong <br />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 />I hereby certify this work was completed in accordance with MN 7080 and any local reqs. <br />Rusty Olson's Soil & Pere. 810 <br />signer Signature Company p Y License # <br />