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11 <br />PROJECT NUMBER BORING NUMBER <br />Jill Mill,SAC31583.AC.ZZ 6H-4 SHEET 2 0� <br />M1111 III SOIL BORING LQG <br />PROJECT <br />Foreward Landfill LOCATION Str,Cklon. CA <br />ELEVATION Approx. 39.0 feel DRILLING CONTRACTOR Pitchet Uriuinq Company <br />DRILLING METHOD AND EQUIPMENT 4-7/8" Rotary wash - Failing 750 <br />u. TCQ r cvcr c Not Measured _ START 05/01/92 FINISH (75/01/9,' LOGGER M. Homoµ 3 <br />SAMPLE <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />PENETRATION <br />o <br />DEPTH OF CASING. C=iIIING R <br />o� <br />wV <br />TEST <br />RESULTS <br />SOIL NAME. USCS GROUP SYMBOL. COLOR. <br />` <br />my <br />w <br />air <br />MOISTURE CONTENT, RELATIVE DENSITY <br />DRILLING FLUID LOSZ <br />6' -6' -6' <br />w <br />UJ CO <br />0 <br />OR CONSISTENCY, SOIL STRUCTURE. <br />iu` <br />TESTS AND INSTRU�'_VTAT IOr <br />t=-tti <br />n.cc <br />a T— <br />v <br />(N) <br />MINERALOGY <br />w� <br />ocn <br />z <br />=)w <br />? <br />cc <br />30.0 <br />LEAN CLAY WITH SAND; (CL). gale <br />S-6 <br />1.5 <br />14-18-24 <br />yellow-brown. wet. hard. fine elsarnerl sand <br />(42) <br />31.5 <br />35.0 <br />35.0 <br />SANDY SILT; IML). light gr'.ty In very - <br />PP - 4.5 1 s <br />pale -h: own, mast- halt]. <br />PUSH <br />very fine grained Sand i <br />P6-7 <br />0.6 <br />37.5 <br />40.0 <br />40.0 <br />CLAYEY SAND; (SC). oranyr-tauwn aa.d <br />s <br />PF'..>, 4,S.ASf __ <br />S-8 <br />1.1 <br />17-46-24/2 <br />pate orange -[flown. moist. vrry dans <br />41.5 <br />(>50) <br />45.0 <br />1 <br />I <br />t <br />i <br />t <br />[{caller crole3-Loar.S!-• -_3nd at <br />48.0 feet <br />50.0 <br />S0.0 <br />SANDY LEAN CLAY: ICU. brown with rust <br />5-9 <br />O.S <br />30-35-15/2 <br />wealherrng. wet. very dense. mica Ttei.k ; <br />51.5 <br />(>50) <br />- ----- --- -- <br />--- <br />Total Depth = 51.5 feet <br />55.0 <br />r <br />