Laserfiche WebLink
W <br /> UN <br /> PROJECT NUNBER <br /> 'FO31004.FW BORING NU ER <br /> MW-01G-7s <br /> SHEE7 2 OF 4 <br /> SOIL BORING LOG <br /> PR(JJECT1t0Martte-0j_sco <br /> ELEVATION 26-42 IeLl LOC LOCATION Stockton,CA <br /> DRILLING GONTRACTOq SPeCirvin Exphvlliio111.Inc. <br /> DRILLING HETjiOj3,­—,ZOUIPMENT 13 in ch Oj)..5 f/4 inch I.O.tiollo,Stem A <br /> W.A7FR LEVELS 713-2q_feel,bgs UQer <br /> --START 08/29191 _FjNISjj 08/29/91 <br /> :x%= SAMPLE S"I MAHO —LOGGER 2:.Ra�- artnW <br /> PEN14RA SOIL DESCRIPTION <br /> t_SITION — COMMENTS <br /> RESULTS SOIL NAME trSp <br /> Gp()U'n <br /> MOISTURE NAME, <br /> 4 L-COLOR <br /> LU'm 0._01 Ef A,,rIVE 0 <br /> CENSITY n DEPTim;OF CASING,[]Fill <br /> --:3 OR CONSISTENCY,SOIL STHUCTURE, MILLING FLUID LOSS <br /> DRILLING R il <br /> C3(n W HINERALOry <br /> z cc X. TESTS ANN INSTRUMENTATION <br /> 1.2 <br /> 31.0 ?3njl Depth 28.5-31.0 WELL GRAUEO SANG with <br /> GRAVFL (SW gravel is anGiflar and <br /> rounded, <br /> moist,non-cohesive,non-pla.51jC, <br /> stiff <br /> 34.5 <br /> 90 7-253-22 0013h 34.5-38.0 SIL'-'With VERY FINE <br /> SANtj 04H.bro <br /> 38.0 (42) whenwri,cohesive,low plaStjcJjy <br /> '1_ <br /> hY_ a t e(j,low moisture,very Still <br /> 39.5 <br /> 40.0 Dvotp( <br /> 1.5 474 4 (SM 0 FEN( SAVE)wit!,SILT <br /> 41.0 ).brown,COhesivt%non-plastic.moist, <br /> 4 �i I <br /> firm <br /> HNu-0 ppm <br /> 44.5 <br /> 1.5 0-14-14 Depth 44.5-46,0 slmuar to above (SH) <br /> 4a.() 12s; <br /> 40.5 <br /> 60.0 0.2 50 Depth 40.5-51.0 GRAVEL al.rJ SAN[) (GW). <br /> 51.0 (>50) 9favvi Is subrounded non-cobLsive,molsi, <br /> hard.gravel is well graded <br /> o <br /> 54.5 <br /> 130 <br /> 60ill 54.5-50.0 SILT-FINE SANG <br /> MIXTURE (sm),brown cohesive,"onhow <br /> 50.0 (24) MD15t, Ijjf HNu- ppm <br />