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1140 W dmere Rd. Soil Log #4 <br />RI Boring ❑ Pit Elevation Depth to SHWT 18" <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-6 loam <br /><35 <br />10YR3/2 <br />Friable <br />Moderate <br />Blocky <br />6-18 loam <br /><35 <br />10YR4/4 <br />Friable <br />Moderate <br />Blocky <br />18-22 clay loam <br /><35 <br />10YR4/6 <br />5YR5/8 <br />Loose <br />Moderate <br />Blocky <br />22-30 clay loam <br /><35 <br />10YR5/4 <br />5YR5/8 <br />Friable <br />Strong <br />Blocky <br /><35 <br />loose <br />loose <br />single grain <br />friable <br />weak <br />granular blocky <br />35-50 <br />firm <br />moderate <br />prismatic platy <br />>50 <br />rigid <br />strong <br />massive <br />1140 W dmere Rd. Soil Log #5 <br />Q Boring ❑ Pit Elevation Depth to SHWT 20" <br />Depth (in) Texture fragment % matrix color redox color consistence grade shape <br />0-11 <br />loam <br /><35 <br />10YR3/2 <br />Loose <br />Weak <br />Blocky <br />11-20 <br />clay loam <br /><35 <br />10YR4/4 <br />Friable <br />Strong <br />Blocky <br />20-30 <br />clay loam <br /><35 <br />10YR4/6 <br />5YR5/8 <br />Friable <br />Moderate <br />Blocky <br />�5 <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 />friable <br />weak <br />granular blocky <br />35-50 <br />firm <br />moderate <br />prismatic platy <br />>SO <br />rigid <br />among <br />massive <br />1 hereby certify this work was completed in accordance with AN 7080 and any local reqs. <br />-- Ende Septic Service C9206 <br />Designer Signature Company License # <br />