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685 Pinehurst Court Soil Log ##2 <br />21 Boring ❑ Pit Elevation 999.2 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 />10yr3/2 <br />Friable <br />Strong <br />Blocky <br />6-20 <br />Clay Loam <br /><35 <br />10yr4/3 <br />Friable <br />Strong <br />Blocky <br />20-26 <br />Loam <br /><35 <br />10yr5/4 <br />Friable <br />Strong <br />Blocky <br />26-30 <br />Loam <br /><35 <br />l Oyr5/4 <br />I Oy4/8,1-6/1 Oy <br />Friable <br />Stroll, <br />i3lnckp <br /><a5 <br />loose <br />loose <br />single grain <br />35 -50 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />la <br />prismatic p ty <br />>50 <br />rigid <br />I strong <br />massive <br />I <br />685 Pinehurst Court Soil Log #7 <br />El Boring ❑ Pit Elevation 992.0 Depth to SHWT 18 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-10 <br />Loam <br /><35 <br />1Oyr3/2 <br />Friable <br />Strong <br />Blocky <br />10-18 <br />Clay Loam <br /><35 <br />10yr5/4 <br />Friable <br />Strong <br />Blocky <br />18-24 <br />Loam <br /><35 <br />10yr5/6 <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 />I strong <br />imassIve <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 />