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685 Pinehurst Court Soil Log #2 <br />21 Boring ❑ Pit Elevation 996.5 Depth to SHWT 18 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />o-6 <br />Loam <br /><35 <br />10yr3/2 <br />Friable <br />Strong <br />Blocky <br />6-18 <br />Clay Loam <br /><35 <br />1 oyr4/3 <br />Friable <br />Stron- <br />Blocky <br />18-24 <br />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 />firm <br />moderate <br />prismatic platy <br />>50 <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 />firm <br />moderate <br />1 <br />prismatic platy <br />>50 <br />rigid <br />I strong <br />I massive <br />685 Pinehurst Court Soil Log #3 <br />0 Boring ❑ Pit Elevation 999.1 Depth to SHWT 26 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-6 <br />Loam <br /><35 <br />Ioyr3/2 <br />Friable <br />Strong <br />Blocky <br />6-16 <br />Clay Loam <br /><35 <br />I0yr4'3 <br />Friable <br />Strong <br />Block\ <br />16-26 <br />Loam <br />X35 <br />1oyr5/4 <br />Friable <br />Strong <br />Block <br />26-30 <br />Loam <br /><35 <br />10yr5/4 <br />loy4/8,1-6/l0y <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 />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 # <br />