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GROUND ZERO ANALYSIS LOG OF BORING 5B1O,L/MW6 <br /> PROJECT GABBARD LOCATION 640 N. ELDORADO ST. STOCKTON PROJECT NO. 256 <br /> COMMENTS: PAGE 2 OF-2- <br /> WELL DEPTH FID SAMPLE ID U.S.C, DESCRIPTION <br /> DETAIL FT. PPM BLOWCOLINT LOG <br /> 37'-42/45' SILT (ML); <5% FN, A SND; >95% FNS; N DRY STR; R DLTNCY; L <br /> ML TGHNESS; N PLAST; BRN, NO ODOR, MST, SOIL IS DRY ® 42'. <br /> -42- <br /> 42/45'-47/49- SILTY CLAY (CL/ML); <5% FN, A SND; >95% FNS; L-M DRY STR; SLW <br /> 0.1 DLTNCY; M TGHNESS; M PLAST; BRN, NO ODOR; DRY-MST. <br /> -44- <br /> 46 0.2 CL/ML <br /> GASB10-49GW <br /> 47/49'-50/53' WELL GRADED SAND (SW); >95% FN-CRS, A-SR, SND; <5% FN, <br /> 48 = SA-SR GRVL; <5% FNS; L-M DRY STR; SLW DLTNCY; M TGHNESS <br /> = M PLAST; BRN, NO ODOR, WET. <br /> 50 0.1 SW <br /> GASB10-50 50/53'-55' LEAN CLAY (CL); <5% FN, A SND; >95% FNS; H DRY STR: L DLTNCY; M-H <br /> TGHNESS; M-H PLAST; BRN, NO ODOR, MST. <br /> 52 <br /> CL <br /> 54 <br /> 0.1 <br /> GASB10-55 <br /> 56 <br /> 56 <br /> 60 <br /> 62 <br /> -64- <br /> -66- <br /> -68- <br /> -70- <br /> D 68 <br /> 70 <br /> c�RED <br /> 72 � loll <br /> JOHN P. �� <br /> 74 LANE <br /> N <br /> N 6795 f <br /> 76 <br /> op nA,',. <br /> _78- <br /> BO <br /> e2 <br />