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4680 Bayside Rd, Orono Soil Log #2 <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 />LI>50 <br />d y2 <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 />1 I <br />CL <br />>50 <br />��/� <br />firm <br />moderate <br />prismatic platy <br />rigid <br />Strong <br />massive <br /><35 <br />IOOSe <br />friable <br />IOOSe <br />weak <br />single grain <br />blocky <br />35-50 <br />granular <br />C �— <br />>50 <br />.5' <br />�0 <br />�i �i/ <br />firm <br />moderate <br />prismatic platy <br />massive <br />rigid <br />strong <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 />4680 Bayside Rd, Orono Soil Log #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 />>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 />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 />>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 />1 hereby certify this work was completed in accordance with MN 7080 and any local reqs. <br />`�7� <br />Chip Septic Servies LLC 2064 <br />Designer ignature Company License # <br />