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680 Pinehurst Court Soil Log #10 <br />❑ Boring ❑ Pit Elevation 968.9 Depth to SHWT 14 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-6 <br />Topsoil <br /><35 <br />IOvr3/1 <br />Loose <br />Moderate <br />Blocky <br />6-14 <br />Clay Loam <br /><35 <br />1 Oyr4/3 <br />Friable <br />Strong <br />Blocky <br />14-24 <br />Clay Loam <br /><35 <br />IOyr5l4 <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 />fin <br />moderate <br />Prismatic pla <br />p n <br />rigid <br />strong <br />massive <br />680 Pinehurst Court Soil Log 45 <br />❑ Boring ❑ Pt Elevation Depth to SHWT Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <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 /><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 />imassive <br /><35 <br />loose <br />loose <br />single grain <br />35 -50 <br />friable <br />weak <br />granular blocky <br />>Sfl <br />firm <br />moderate <br />prismatic platy <br />rigid <br />strong <br />massive <br /><35 <br />loose <br />loose <br />single gain <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 />igner Signature Company License # <br />