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` F001'fi1LL LOG OF BORING MW#8D <br /> 1ENGINEERING <br /> 2793 PADDY CREEK LANE LDDI, CJS 952A0 (Page 1 of 1) <br /> PH.(204]360-9M I FAX C?M 367-1163 <br /> MICHAEL&SHARON OLIVAREZ Date Started i 0321/01 Drill Company iSPECTRUM <br /> SITE INVESTIGATION Date Completed :03/22/01 Northing Coord. <br /> 300 S. CALIFORNIA ST. Hole Diameter :10 Easting Coord. <br /> STOCKTON,CA Drilling Method HOLLOW STEM AUGER Inspector M.I. <br /> Project#2111 Sampling Method SPLIT SPOON Logged By :ER <br /> LLWell: MW#8D <br /> C Surf. U c w <br /> _- Elev. rn a a- 0 ro %Finer EIOv.: <br /> a v Q DESCRIPTION a 0 <br /> 0 0 o m p Siee <br /> 0 0 r-� Cover(flush) <br /> 5 -5 <br /> 10 -10 <br /> 15 -15 <br /> 20 -20 <br /> SILT, start m 120 <br /> 25 -25 ML <br /> 30 -300 <br /> SAND, Poorly Graded, fine grained, <br /> 35 -35 SP <br /> 40 -40 <br /> CL SILTY CLAY, <br /> 45 -45 <br /> SAND, Poorly Graded,fine grained <br /> 50 -50 F <br /> SP Grout <br /> 55 -55 ELI <br /> 2"PVC <br /> 60 -60 <br /> SW SAND, Lost Sample, Very Clean ELI <br /> 65 -65 <br /> SIP SAND, Poorly Graded,fine grained, <br /> 70 70 11 <br /> SILTY SAND, <br /> 75 -75 SM 12 <br /> 80 -80 13 <br /> CLAY <br /> 85 -85 CL 14 <br /> 90 -90 15 <br /> ML CLAYEY SILT, <br /> 95 -95 16 <br /> CL SILTY CLAY, <br /> 100 -100 17 <br /> SL SANDY CLAY, Seal(bentonite) <br /> 105 -105 18 <br /> ML SILT <br /> 110 -110 19 <br /> 115 20 <br />