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FOOTHILL ENGINEERING _10G OF BORING MW-4S <br /> 842 STORY RIDGE WAY <br /> PAITELOPE CA 95843 (Page i r i) <br /> VOGUE CLEANERS Date Started 5'28/98 Company Rep E R <br /> Site Invesbgatto' Date Completes S'251-40 Narifimg Cowd 30 <br /> Stockton CA Hale Diameter B Easbng Cooro 29 p <br /> Project#2064 Dribing Method Auger Survey By <br /> Sampling Method Split Space Logged By E R <br /> 1 i Z 41 i Well MVV#4S <br /> c Relative EI=V CO 31-1 <br /> t Eiev DESCRIPTIONEca CIO w *z n r <br /> D C9 rA m O Sieve <br /> D Cotler <br /> SANDY CLAY <br /> CL <br /> Ca ncrete <br /> 3D CLAYEY SILT E <br /> f <br /> ML Grout <br /> PVC 2' <br /> 20— <br /> SANDY SILT <br /> 7141 _ ML <br /> SILT ;' 3 <br /> L`D SILTY CLAY i fir !J I Sctl <br /> U_ <br /> GL ❑ <br /> J <br /> SANDY CLAY, <br /> z <br /> LU <br /> GL Sand <br /> ED <br /> Screen <br /> LU <br /> 5D SILTY CLAY, ❑e <br /> cr CL <br /> rr 9 <br /> LU <br /> Z <br /> 0 <br /> LU s0 <br /> SAND,WeII Graded,traces of gravel, iD <br /> ti GP <br /> • SAND,Poorly Graded,fine grained f1 <br /> SM <br /> 70 <br /> SILTY SAND, 12 <br /> SM <br /> 13 <br /> SILTY SAND,very fine grained,End of bore <br /> 8D <br />