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625 Pinehurst Court Soil Log #2 <br />El Boring ❑ pit Elevation 994.2 Depth to SHWT 18 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-12 Loam <35 10yr3/2 Friable 1 Strong Blocky <br />1218 I Clay Loam <br /><;; 1 1Oyr4/4 <br />Strong (Blocky <br />18-24 <br />Clay Loam <br /><35 <br />10yr5/4 <br />10y4/8,1-6/l0y <br />Firm <br />Strong <br />Blocky <br />loose <br />single grain <br /><35 <br />granular blocky <br />moderate <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 />625 Pinehurst Court Soil Log #3 <br />0 Boring ❑ pit Elevation 992.4 Depth to SHWT 18 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-6 <br />Loam <br /><35 <br />10yr3/2 j <br />Friable <br />Strong 1131ocky <br />6-18 P Clay Loam 1 <35 <br />18-24 I Clay Loam <br /><35 <br /><35 <br />35-50 <br />>50 <br /><35 <br />35-50 <br />>50 <br />1 Oyr4/4 <br />10yr5/4 <br />Friable IStrong (Blocky <br />10y4/8,1 -6/10y Firm <br />loose <br />friable <br />firm <br />rigid <br />loose <br />friable <br />firm <br />rigid <br />1 hereby certify this work was completed in accordance with MN 7080 and any local reqs. <br />Rusty Olson's Soil & Perc <br />signer Signature Company <br />Strong 113lacky <br />loose <br />single grain <br />weak <br />granular blocky <br />moderate <br />prismatic platy <br />strong <br />massive <br />loose <br />single grain <br />weak <br />granular blocky <br />moderate <br />prismatic platy <br />strong <br />massive <br />810 <br />License # <br />