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920 Wayzata Blvd. W Soil Log #2 <br />Rl Baring ❑ Pit Elevation 102.5 Depth to SHWT 16 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-6 <br />Topsoil <br /><35 <br />10yr3/2 <br />Friable <br />Moderate <br />Blocky <br />6-16 <br />Topsoil <br />-35 <br />10yr4/3 <br />Friable <br />Strong <br />Blocky <br />16-24 <br />Cla" Loam <br />=' 35 <br />IOyr5/4 <br />IQy4/5,1-6/l0y <br />FirmStrong <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 />strong <br />massive <br />920 Wayzata Blvd. W 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 />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 />>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 />>SQ <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 />>50 <br />rigid <br />strong <br />massive <br />I hereby certi this work was completed in accordance with MN 7080 and any local reqs. <br />Rusty Olson's Soil & Perc 810 <br />esigner Signature Company License # <br />