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685 Pinehurst Court Soil Log #8 <br />0 Boring ❑ Pit Elevation 995.0 Depth to SHWT 18 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-10 Loam 1 <35 10yr3/2 I I Friable Strong Blocky <br />10-18 1 Clay Loam <br /><35 1 10yr5/4 <br />Friable I Strong <br />18-24 <br />Loam <br /><35 <br />10yr5/6 <br />10y4/8,1-6/l0y <br />Friable <br />Strong <br />Blocky <br />loose <br />single grain <br /><35 <br />granular blocky <br />moderate <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 />< <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 />ri id <br />strong <br />massive <br />I <br />685 Pinehurst Court Soil Log #9 <br />1] Boring ❑ pit Elevation 995.0 Depth to SHWT 20 inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-8 <br />Loam 7 <br /><35 <br />10yr3/1 <br />Friable <br />Strong <br />Blocky <br />8-20 1 Clay Loam 1 <35 <br />20-26 1 Clay Loam <br />X35 <br /><35 <br />35-50 <br />>50 <br /><35 <br />35-50 <br />>50 <br />10yr4/3 <br />I Oyr5/3 <br />Friable I Strong <br />lOy4/8,1-6/10y lFirm <br />loose <br />friable <br />firm <br />rigid <br />loose <br />friable <br />firm <br />,rigid <br />Strong I Blocky <br />loose <br />single grain <br />weak <br />granular blocky <br />moderate <br />Prismatic platy <br />strong <br />massive <br />loose <br />single grain <br />weak <br />granular blocky <br />moderate <br />prismatic platy <br />strong <br />massive <br />1 hereby certify this work was completed in accordance with MN 7080 and any local reqs. <br />--Z _ Rusty Olson's Soil & Perc 810 <br />esigner Signature Company License # <br />