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ELL NUMBER -6 <br /> Vector Engineering,Inc PAGE 1 OF 4 <br /> 143E Spring Hill Drive <br /> Grass Valley,CA 95945 <br /> CLIENT San Joaquin County PROJECT NAME Harney Lane Landfill <br /> PROJECT NUMBER 03160020400 PROJECT LOCATION <br /> DATE STARTED 6/17/10 COMPLETED GROUND ELEVATION 92.53 ft HOLE SIZE 8-inch <br /> DRILLING CONTRACTOR Gregg Drilling GROUND WATER LEVELS: <br /> DRILLING METHOD Hollow Stem Auger 8" VAT TIME OF DRILLING 140.00 ft/Elev-47.47 ft <br /> LOGGED BY A.Orqozalek CHECKED BY P.Holland,CEG_ AT END OF DRILLING -- <br /> NOTES originally drilled 5/26redrilled 6/17. AFTER DRILLING 122.00 ft(Elev-29.47 ft <br /> W <br /> n. <br /> elf U <br /> u=O MATERIAL DESCRIPTION WELL DIAGRAM <br /> w" � <br /> n ¢z <br /> 0 <br /> . .. (SM)brown,moist,loamy topsoil <br /> SM90.5 <br /> /i•' <br /> 2.0 ____ —...,_..-----------------_..._.,....x—_ _______ <br /> SILTY SAND,(SM)yellowish brown,moist,loose <br /> 5 SM <br /> g.0 ----••-------._._..._....---84.5 <br /> — — SANDY LEAN CLAY,(CL)brown,moist,soft <br /> 10 <br /> a <br /> cry <br /> z <br /> a <br /> 0- <br /> 7- <br /> a 15 <br /> Medium stiff <br /> U <br /> w <br /> a <br /> a <br /> Fz <br /> w- CL <br /> W 20 <br /> 0 <br /> s <br /> U <br /> o Reddish brown,stiff <br /> 0 <br /> 25 <br /> n <br /> O <br /> D- <br /> O <br /> Z- <br /> �? 62.5 <br /> 30 — 30.0 ——————————————————————— _ ———— <br /> w CLAYEY SAND,(SC)brown,medium grained,moist,medium dense <br /> 3_ <br /> a <br /> SC <br /> w <br /> � <br /> z 35 <br /> (Continued Next Page) <br />