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PROJECT NUMBER BORING NUMBER <br /> - BAE31604.AS-11 Mw-UIS-80 <br /> �i 'SHEET z OF 3-._ <br /> SOIL BORING LOG <br /> PROJECT Del Monte Plam .` LOCATION Sla[.klim, CA <br /> ELEVATION 1 1.85 11. NGVCi I lt7C:1 GRILLING CONTRACTOR C'r etlrt Ch ilkn[1, lnr_ <br /> DRILLING METHOD AND EQUIPMENT 10" VU Hoisow Iiierr, Awjoi <br /> WATER LEVELS -47.28 MSL START 2/605 FINISH 2/7/95 LOGGER T. Little <br /> 3C li- SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> OLL <br /> PENETRATION <br /> . 1 NIS a z a RESULTS SOIL NAME, USCS GROUP SYMBOL, COLOR, DEPTH OF CASING, DRILLING RAT <br /> �a d aw Lu MOISTURE CONTENT, RELATIVE DENSITY o DRILLING FLUID LOSS <br /> of wm o g•_g•_g• OR CONSISTENCY, SAIL STRUCTURE, m TESTS AND INSTRUMENTATION <br /> CL r. o x car- MINERALOGY s o <br /> nen �z m (N) cid <br /> i <br /> 95•0 CLAYEY SAND (SC), yellowish brawn <br /> (I0YR.5/6), 40% fines, 60% fine.,sand, <br /> exhibits mudcracks backfilled with sand, <br /> calioie common <br /> 1 00 100 <br /> 101.5 I::LAYEY SAND (SC), as above '\xS <br /> 1D5A <br />. i <br /> 11Q.0 <br /> 16.0lls <br /> 1 — ---- <br /> CLAY In SANDY CLAY (CL), yellowisfr <br /> SS-2 NR NH Im crwn (IOYR,5/6), 10-20% fine sanil, <br /> 11G.5 (NR) 80-9fl% low pl slrc:ily fines, organic, <br /> mallei present, very Stiff, damp-nU free <br /> wile+ visable. rn sail <br />