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690 Pinehurst Court Soil Log #8 <br />0 Boring ❑ pit Elevation 966.4 Depth to SHWT 20 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-12 <br />Topsoil <br /><35 <br />10yr3/I <br />Friable <br />Moderate <br />Blocky <br />t2-20 <br />Clay Loam <br /><35 <br />2.5y4/3 <br />Friable <br />Strona <br />Blocky <br />20-26 <br />Clay Loam <br /><35 <br />2.5y5/4 <br />10y4/8,1 -6/10y <br />Firm <br />Strong <br />stocky <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 />690 Pinehurst Court Soil Log #9 <br />E] Boring ❑ pit Elevation 964.3 Depth to SHWT 24 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-18 <br />Topsoil <br /><35 <br />10yr3/1 <br />Friable <br />Moderate <br />stocky <br />18-24 <br />Clay Loam <br /><35 <br />2.5y4/3 <br />Friable <br />Strong <br />stocky <br />24-30 <br />Clay Loam <br /><35 <br />2.5y5/3 <br />10y4/8,1 -6/10y <br />Finn <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 I <br />strong I <br />massive <br />I hereby certify this work was completed in accordance with AM 7080 and any local reqs. <br />'O�Z' <br />Rusty Olson's Soil & Perc 810 <br />signer Signature Company License # <br />