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2685 Co perview Drive Soil Log #2 <br />RI Boring ❑ Pit Elevation 110.0 Depth to SHWT 50 inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />loose <br />loose <br />single grain <br />0-34 <br />mound sand Fill <br /><35 <br />friable <br />weak <br />granular blocky <br />firm <br />moderate <br />prismatic platy <br />rigid <br />strong <br />massive <br />34-41 <br />Loam <br /><35 <br />10yr3/1 <br />Friable <br />Strong <br />Blocky <br />41-46 <br />Clay Loam <br /><35 <br />10yr4/3 <br />Friable <br />Strong <br />Blocky <br />46-50 <br />Clay Loam <br />=35 <br />10yr5/4 <br />Friable <br />Strong <br />]blocky <br />50-58 <br />Clay Loam <br /><35 <br />10yr5/4 <br />10y4/8,1 -6/10y <br />Firm <br />Strong <br />klock <br />2685 Copperview Drive Soil Lag #3 <br />❑ Boring ❑ Pit Elevation Depth to SHWT <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 />fur <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 />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 />prismatic piaty <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 />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 />prismatic platy <br />>Sd <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 />-Designer Signature Company License 4 <br />