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{ <br /> GROUND ZERO ANALYSIS LOG OF BORING S84 <br /> PROJECT -J.0 EBURG WAREHOUSE LOCATION 8200 NORTH HIGHWAY 99. STOCKTON CA PROJECT NO .263 <br /> COMMENTS PAGES OF <br /> WELL DEPTH FID SAMPLE ID U 5 C DESCRIPTION <br /> DETAIL FT PPM! BLOWCOUNT LOG <br /> 15 <br /> 0 50+ 405-41 5/45 SILT (ML) 15% FN. SA, PRLY GRDD SND, 85% FNS. N—L DRY <br /> 42 ML STRNGTH, SLW DLTNCY, L TGHNSS, N PLST, HRD, BRN—GRY. NPO, <br /> ORGANICS, DRY, M CEMENTATION, LAMINATED <br /> 44 41 5/45-46/50' SANDY SILT (ML) 40% FN, A—SA, PRLY GRDD SND, 607 FNS <br /> L DRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, V STIFF TO HRD, <br /> LT BRN DRY. M CEMENTATION, HOMOGENEOUS <br /> 8 <br /> 4fi 0 16 ML <br /> 19 <br /> 49 46/50-51' RILT DL N1TH SAND CY, L TGHNSS, N252 PLST,NV STIFF,F . R STRNGTH <br /> LTBRN. RYTRY4 <br /> CEMENTATION HOMO <br /> 50 13 ML <br /> 0 17 51-51 5/545' SILTY SAND (SM) 557 FN—M, SR—R, PRLY GRDD SND, 45% <br /> 1B FNS, N DRY STRNGTH, R DLTNCY, L TGHNSS, N PLST, DNS, RED <br /> 52 BRN. TRC ORGANICS, DRY, M CEMENTATION, HOMOGENOUS, FaOX <br /> STAINING <br /> 54 TW—SB4-55' SM <br /> 13 51 5/54 5-61' WELL GRADED SAND (SW) >95% FN—CRS, A—SR, W GRDD SNO, <br /> 2 16 <5% FNS M DNS TO DNS, GRN, MST <br /> 56 28 <br /> SW <br /> 58 <br /> TW-SB4-60' <br /> 60 8 <br /> 4 15 =TW—S94-61GW (HYDROPUNCH SAMPLE) <br /> —62- <br /> -64 - \�,x�p1�.0 <br /> jop. p <br /> 66 L+"NE <br /> NNa 6795 <br /> 4 <br /> 74 OF C A x <br /> —72- <br /> -74- <br /> 76- <br /> 78- <br /> -80 <br /> 27476788D <br /> 82 <br />