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Vector Engineering,Inc. WELL NUMBER MW-6 <br /> 143E Spring Hill Drive <br /> LOBO Grass Valley,CA 95945 PAGE 2 OF 4 <br /> Telephone: 530-272-2448 <br /> Fax: 530-272-8533 <br /> CLIENT San Joaquin County PROJECT NAME Harney Lane Landfill <br /> PROJECT NUMBER 03160020400 PROJECT LOCATION <br /> w <br /> EL <br /> _ W u; U <br /> I- _ <br /> EL <br /> W m J MATERIAL DESCRIPTION WELL DIAGRAM <br /> p d� <br /> Q Z = (D <br /> U) <br /> 35 <br /> CLAYEY SAND,(SC)brown,medium grained,moist,medium dense(continued) <br /> 40 <br /> Increasing clay content <br /> SC <br /> 45 <br /> a <br /> c� <br /> z <br /> S <br /> 0 <br /> a <br /> 50 — � 50_0------------------------------------42.5 <br /> SANDY LEAN CLAY,(CL)reddish brown,moist,medium stiff <br /> ID <br /> E <br /> a <br /> r- <br /> z <br /> neat cement <br /> 55 grout <br /> CL <br /> 0 <br /> 0 <br /> 0 <br /> 0 <br /> a <br /> 0 <br /> N <br /> f"S <br /> O <br /> 60 _ 60_032. <br /> ________________ ________________-- <br /> o CLAYEY SAND,(SC)brown,fine to medium grained,moist,loose to medium <br /> z dense <br /> a <br /> z <br /> m <br /> 0 <br /> 0 <br /> 65 Sc <br /> 0 <br /> 0 <br /> ui <br /> F <br /> N <br /> H <br /> Z_ <br /> 70 _ 70.0 _________22.5 <br /> POORLY GRADED GRAVEL WITH CLAY,(SP-SC)brown,fine to medium <br /> grained,moist,loose <br /> a <br /> = SP- <br /> m Sc <br /> LU <br /> z <br /> LU 75 <br /> (Continued Next Page) <br />