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685 Pinehurst Court Soil Log #4 <br />El Boring ❑ Pit Elevation 999.2 Depth to SHWT 22 inches <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-6 <br />Loam <br /><35 <br />10yr3/2 <br />Friable <br />Strong <br />Blocky <br />6-22 <br />Clay Loam <br /><35 <br />10yr5/4 <br />Friable <br />Strong <br />Blocky <br />22-30 <br />loam <br /><35 <br />10yr6I4 <br />IOy4/8,1-6/10y <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 />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 piety <br />>50 <br />rigid <br />I strong <br />I massive <br />685 Pinehurst Court Soil Log #5 <br />RI Boring ❑ Pit Elevation 996.3 Depth to SHWT 28 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 />1Oyr4/3 <br />Friable <br />Strong <br />Blocky <br />16-28 <br />Loam <br /><35 <br />10yr5/4 <br />Friable <br />Strong <br />Block% <br />28-36 <br />Loam <br /><35 <br />IOyr5/4 <br />10y4/8,1 -6/10y <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 />>50 <br />firm <br />moderate <br />prismatic platy <br />trigid <br />I strong <br />I massive <br />1 hereby cert this work was completed in accordance with AN 7080 and any local reqs. <br />/' — _ Rusty Olson's Soil & Perc 810 <br />esigner Signature Company License # <br />