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' GROUND ZERO ANALYSIS OF WELL MW3 <br /> • LOG <br />' PROJECT TULESURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99 STOCKTON CA PROJECT NO 263 <br /> COMMENTS PAGE 9 OFA <br />' WELL DEPTH FID SAMPLE 10 U S C DESCRIPTION <br /> DETAIL FT PPM BLOWCOUNT LOG <br /> CL <br />' - 42 0 41/44 5-46/49 5' SANDY LEAN CLAY (CL) 30% FN-M, A. W GRDD SND, 70% <br /> FNS, M DNS, SLW DLTNCY, M TGHNSS, M PLST, BRN, NPO, <br /> DRY-MST, CALCAREOUS <br /> 44 <br />' Ct <br /> 46 0 <br /> 46/49 5-51/59 5' SILTY CLAY (CL/MH) 5% FN-M, W GRDO SND, 95% FNS <br /> t 48 M DRY STRNGTH. N-SLW DLTNCY, M TGHNSS, M-H PLST, <br /> BRN, NPO, DRY-MST <br /> TW-MW3-50' <br /> 50 CL/MH <br /> D <br /> 52 <br />' 54 <br /> NO RECOVERY <br /> _56- <br /> - - <br /> 6 5I/59 5-61/64 5' POORLY GRADED SAND (SP) >95x FN-CRS A-SA PRLY <br /> 58 GRDO SNO, >5% FNS. M DNS, BRN, SL PO, WET <br /> TW-MW3-60 <br /> 60 <br /> SP <br /> 300 <br />' fit <br /> 61/64 5-66/69 5' SILT WITH SAND (ML) 15% FN-M, A-SA SNp 85% FNS, <br /> _ STRNGTH, R DLTNCY, L TGHNSS, L PLST, V STIFF, BRN, <br /> SL PO WET <br /> 64 <br />' ML <br /> 500 <br /> _ 66 <br /> 66/69 5-71/74 5' LEAN CLAY WITH SAND (CL) t5Z FN-CRS SND, 95% <br /> FNS M-H DRY STRNGTH, SLW DLTNCY M TGHNSS M-H <br /> 68 PLST, BRN, SL PO, UST-WET <br /> 70 <br />' CL <br /> 200 <br /> 72 71/74 5-76' SILT GRDD(GRVL, >94% FNS. NAp Y STRNGTH D R DLTNCY, A. <br /> PRLY <br /> L <br /> TGHNSS, N PLST, BRN, NPO, WET <br /> = <br /> _74- <br /> - <br /> 4 TW-MW3-75' <br /> �/_ <br /> ML <br /> 00, <br /> 0: <br /> JoHn P <br /> 78 L.A <br /> N 6795 <br /> cP� � <br /> 80 moi'` <br /> OF C A��`p�' <br /> 62 <br />