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1250 French Creek Drive Soil Log #2 <br />2 Boring ❑ Pit Elevation 100.1 Depth to SHWT 40 inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />loose <br />loose <br />single grain <br />0-16 <br />Fill mound sand <br /><35 <br />fi fable <br />weak <br />granular blocky <br />firm <br />moderate <br />prismatic platy <br />rigid <br />strong <br />massive <br />16-22 <br />Sandy Loam <br /><35 <br />1 Oyr4/2 <br />Friable <br />Strong <br />Blocky <br />22-40 <br />Sandy Loam <br /><35 <br />1 Oyr5/4 <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 />>SO <br />finn <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 />1250 French Creek Drive Soil Log #3 <br />1] 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 I <br />massive <br /><35 <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular blocky <br />>50 <br />finn <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 />massive <br />1 hereby ceW j5) this work was completed in accordance with MN 7080 and any local peg's. <br />Rusty Olson's Soil & Perc 810 <br />De gner Signature Company License # <br />