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PROJECT NUMBER BORING NUMBER <br /> SAC31583.AC.ZZ BH-4 SHEET 2 OF 2 <br /> SOIL BORING LQG Amok <br /> PROJECT <br /> Foreward Landfill LOCATION Slacklon. CA <br /> ELEVATION Approx.39.0 feet DRILLING CONTRACTOR PilCher Drilling Company <br /> DRILLING METHOD AND EQUIPMENT 4-7/8-Rotary Nash - Failing 750 <br /> NATER LEVELS Not -Measured START 05/01/92 FINISH 05/01/2' LOGGER M. HomoN5 <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENT=_ <br /> O� PENETRATION <br /> TEST <br /> Ww a O Q RESULTS SOIL NAME.USCS GROUP SYMSOL.CO1.0k' DEPTH OF CASING.G=iLLING Rt <br /> ®u > aw Lu MOISTURE CONTENT, RELATIVE DENSITY Z. DRILLING FLUID LOS <br /> amu. w Us CD o 6•_6• _6- OR CONSISTENCY,SOIL STRl1CT1IKE. TESTS AND INSTRI,l=_'STAT ION <br /> W? r D w (N) MINERALOGY ur <br /> o rn z r-z Cr <br /> 30.0 LEAN CLAY WITH SAND; (CL).pale <br /> S-6 1.5 14-18-24 yellow-mown, wel. hard. fine grd,nert sand <br /> 31.5 (42) <br /> 35.0 35.0 SANDY SILT: (ML), light glay It, very PP - 4.5 Is( <br /> pale-Down,mrnsl. ha3ld. mical.ef"n; llr1.1 <br /> 138-7 0.6 PUSH very line grained sand <br /> 37.5 <br /> 1 <br /> _r <br /> 040-0 - <br /> 40.0 CLAYEY SANG: (SC). PF' > 4.5 Isf <br /> S-8 1.1 17-46-24/2 pale orange-Mown, moist. very <br /> 41.5 (>50) <br /> a <br /> I <br /> 45.0 <br /> 1 <br /> 1 <br /> r <br /> (it flies notes coarse' :and at <br /> 48.0 feet <br /> 50.0 50.0 SANDY LEAN CLAY: (CL).Drown wilt' rust <br /> S-9 0.8 30-35-15/2 wealhenng,wel. very dense. mica lieck; <br /> 51.5 (>50) ------------ --- <br /> Total Crepth = 51.5 feet <br /> 55.0 <br /> i <br /> t <br />