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C <br />• <br />CNM HILL <br />PROJECT NUMBER BORING NVMut:K <br />SAC31583.ACZZ BH -t SHEET 3 OF 4 <br />SOIL BORING LQG <br />PROJECT Forward Landfill LOCATION Stockton, CA Il <br />ELEVATION Approximately 39 leet DRILLING CONTRACTOR f''tcnet [if Mini) Company <br />DRILLING METHOD AND EQUIPMENT 4-7/8" Rotary Wash - Failing 750 <br />.— . recd c Not Measured cTART 4/29/92 FINISH 4/�'`r/`•Ql LOGGER K• Gaily <br />SAMPLE <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />30LL <br />PENETRATION <br />o <br />¢ <br />SOIL NAME. USCS GROUP SYMBOL. Cull)R, <br />DEPTH OF CASING, DRILLING RR <br />wv <br />TEST <br />RESULTS <br />�' <br />mW <br />c <br />> <br />�¢ <br />aw <br />w <br />MOISTURE CONTENT, RELATIVE DENSITY <br />DRILLING FLUID LOSS <br />w <br />wm <br />6' -6' -6' <br />OR CONSISTENCY. SOIL STRUCTURE. <br />CD <br />TESTS AND INSTRUMENTATION <br />W? <br />}? <br />W <br />INI <br />MINERALOGY <br />C) rn <br />z <br />cr <br />J <br />(h iltet notes f it m clay at 60.0 <br />feet <br />62.0 <br />Top: CLAYEY SAND: (SC). uatk Pilcnel DarreFsampte! used <br />t.rnwr, because Of the stiffness of the <br />-12 <br />Push <br />Bottom: WELL-CRADECI SANCI. (SW)..t•�,I, clay <br />PB <br />�, 3 <br />yellowish blown. wet. Inose Pushed PB -12 -at 250 :5i <br />Encountered loose sanay Jaye, <br />64.5 <br />J <br />65.0 <br />I <br />1 <br />i <br />, <br />I <br />70.0 <br />70.0 <br />WELL-hRADE[l'C AUL,. ISW). mu, <br />5-13 <br />O.S <br />39-50/5.5 <br />yellowish blown, 11110,51, ve,y •trot? 1 <br />A <br />I <br />71.5(>So) <br />J <br />75.0 <br />Clilliyr at 7S <br />feet <br />76.0 <br />1 <br />LEAN CLAY WITH SAND: ICU. v"' 1Di^ `t' �'Ushed PB -14 at 40C-450 psi <br />b, own- mos5l. tt i7t _ PP 4.5 ISI <br />1 <br />P8-14 <br />2.4 <br />Pust. <br />73.5 <br />-- —� <br />1 <br />t <br />t <br />a <br />80.0 <br />I <br />65.0 <br />85.0 <br />I <br />1 <br />l <br />_ -) <br />LEL!: ..,v WI' ANf.;. :i"E. i. : , AdUk <br />S -IS <br />0.7 <br />37-50/5.5 <br />i; <br />