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0 <br />ELL NUMBER G-1 a <br />Vector Engineering, Inc PAGE 1 OF 5 <br />143E Spring Hill Drive <br />Grass Valley, CA 95945 <br />CLIENT San Joaquin County PROJECT NAME Nath County Landfill <br />PROJECT NUMBER 03160020400 PROJECT LOCATION <br />DATE STARTED 6/2/10 COMPLETED 6/4/10 GROUND ELEVATION 119.74 ft HOLE SIZE 10 -inch <br />DRILLING CONTRACTOR Gregg Drilling GROUND WATER LEVELS: <br />DRILLING METHOD Hollow Stem Auger 10" AT TIME OF DRILLING --- <br />LOGGED BY A. Orqozalek CHECKED BY P. Holland, CEG AT END OF DRILLING -- <br />NOTES -TAFTER DRILLING 153.50 ft / Elev -33.76 ft <br />w <br />W <br />U <br />I <br />0. ? <br />ui <br />z <br />q <br />MATERIAL DESCRIPTION <br />WELL DIAGRAM <br />Qz <br />uUi <br />Q <br />0 <br />SM <br />— <br />.\ <br />.—:: <br />(SM) Sandy Loam topsoil <br />1.0 ----------------------------------- 11©.7 <br />SANDY SILT, (ML} brown, moist, soft <br />ML <br />5 <br />7.0•,, --------- 112.7 <br />_ <br />-----------------•---------.._,_....._... <br />SANDY LEAN CLAY, (CL) reddish brown, moist, very stiff <br />CL <br />10 <br />— <br />10.0.----------------.----_ ----_.._.._........-----_.. 109.7 <br />SANDY SILT, (ML) yellowish brown, moist, medium stiff <br />ML <br />15 <br />_ <br />:15.0 <br />____________ <br />_ SANDY LEAN CLAY, (CL) brown, fine grained, moist to wet, soft — --- — <br />20 <br />Grayish brown <br />25 <br />CL <br />30 <br />35 <br />(Continued Next Page) <br />