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n <br />[PROJECT NUMBER BORING NUMBER <br />C31583.AC-ZZ 6H-3 SHEET 7 nr , <br />I SOIL BORING WG <br />Yi <br />PROJECT Forward Landfill LOCATION Stockton. CA <br />ELEVATION Approximately 39 feelDRILLING CONTRACTOR Pitches Dtming Company <br />DRILLING METHOD AND EQUIPMENT 4-7/8" Rotary Hash - Failing 750 <br />Not Measured CTAQT 4/30/92 FINISH 5101192 LOGGER K• Gally <br />SAMPLE <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENT=_ <br />oLL <br />PENETRATION <br />o <br />Q <br />SOIL NAME, USCS GROUP SYMBOL: COLOR. " <br />DEPTH OF CASING. TRILLING R <br />wv <br />TEST <br />RESULTS <br />w <br />m� <br />a <br />MOISTURE CONTENT, RELATIVE DENSITv <br />DRI�LING FLUID LO==_ <br />6' -6* -6' <br />w <br />aw <br />w m <br />' <br />0 <br />OR CONSISTENCY. SOIL STRUCTURE- co <br />TESTS AND INSTRUVENTATIOh <br />I— uu_ <br />Cl- Cr <br />i? . <br />W <br />(N) <br />MINERALOGY _ Cl <br />O co <br />Z <br />cr-'- <br />31.0 <br />POORLY GRADED SAND: (SP). <br />►.3 <br />13-20-16 <br />orange -Mown and some vale yellow <br />S-6 <br />(38) <br />beown, wet. dertse. fele Io me'lnlm �, .eirl! •t I <br />32.5 <br />Sand• trace day I <br />_ <br />i <br />1 <br />35.0 <br />I <br />- <br />36.0 <br />POORLY GRACIED SAND: (SP)- jlmlt.i' :1 <br />S-7 <br />1.1 <br />12-19-27 <br />above. uniform hale yelluw- Lnnwll, <br />(46) <br />dense <br />37.5 <br />.>a�^:lnteted lines -ain at 38. <br />feu' <br />40.0 <br />1 <br />1 <br />• 1 <br />40.0 feet <br />41.0 <br />WELL GRADED SAND: (SW). usdns�r :r1i1�:. j <br />S-8 <br />0.9 <br />26-31- 40 <br />wet. vee y cense J <br />42.5 <br />(71) <br />Total Depth = 42.5 feet <br />J <br />45.0 <br />I <br />= <br />50.0 <br />1 <br />l <br />1 <br />1 <br />y <br />55.0 <br />I <br />I1 <br />I - <br />j <br />