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/U5 Pinehurst Court Soil Log #2 <br />J Boring ❑ Pit Elevation 987.7 Depth to SHWT 16 inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-6 Topsoil <35 10yr3/2 Friable Moderate Blocky <br />6-16 <br />Clay Loam <br /><35 <br />10yr5/4 <br />Friable <br />Strong <br />Blocky <br />16-24 <br />Clay Loam <br /><35 <br />10yr5/4 <br />10y4/8,1 -6/10y <br />Friable <br />Strong <br />Blocky <br /><35 <br />35-50 <br />Firm <br />Strong <br />Prismatic <br />>50 <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blacky <br />>50 <br />firm <br />moderate <br />prismatic platy <br />rigid <br />Istrong <br />Imassive <br />705 Pinehurst Court Soil Log #3 <br /><] Boring ❑ Pit Elevation 988.3 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 />10yr3/1 <br />Friable <br />Moderate <br />Blockv <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 -6/10y <br />Friable <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 & Perc 810 <br />signer Signature Company License 4 <br />