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625 Pinehurst Court Soil Log #4 <br />21 Boring ❑ Pit Elevation 992.4 Depth to SHWT 16 inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-8 <br />Loam <br /><35 <br />10yr3/2 <br />Friable <br />Strong <br />Blocky <br />8-16 <br />Clay Loam <br /><35 <br />10yr4/4 <br />Friable <br />Strong <br />Blocky <br />16-24 <br />Clay Loam <br /><35 <br />10yr5/4 <br />IOy4/8,1-6/10y <br />Firm <br />Strong <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 />_ <br />loose <br />loose <br />single grain <br />35-50 <br />friable <br />weak <br />granular block. <br />X50 <br />firm <br />moderate <br />prismatic platy <br />rigid <br />strong <br />massive <br />625 Pinehurst Court Soil Lag #5 <br />0 Boring ❑ pit Elevation 993.0 Depth to SHWT 24 Inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-12 <br />Loam <br /><35 <br />10yr3/2 <br />Friable <br />Moderate <br />Blocky <br />12-18 <br />Loam <br /><35 <br />10yr4/3 <br />Friable <br />Strong <br />Block% <br />18-24 <br />Clay Loam <br /><35 <br />10yr5/4 <br />Friable <br />Strong <br />Blocky <br />24-30 <br />Clay Loarn <br />3 <br />10yr5/4 <br />IOy4/8,1-6/l0y <br />Firm <br />Strong <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 />I herehy certify this work was completed in accordance with IN 7080 and any local reqs. <br />Rusty Olson's Soil & Perc 810 <br />esigner Signature Company License # <br />