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PROJECT NUMBER BORING NUMBER <br /> SAC31583.AC.ZZ SH-I SHEET 3 OF 4 <br /> SOIL BORING LQG <br /> PROJECT Forward Landfill LOCATION Stockton, CA <br /> ELEVATION Approximately 39 feel DRILLING CONTRACTOR flitcnet Cerrltrnia Company <br /> DRILLING METHOD AND EOUIPMENT 4-7/8- Rotary Wash- Failing 750 <br /> WATER LEVELS Not Measured START 4/29/92 FINISH 4LOGGER K. Gaily <br /> SAMPLE STANDARD SOIL DESCRIPTION COMMENTS <br /> 33: PENETRATION — <br /> ST <br /> wV o ¢ RESULTS SOIL NAME, USCS GROUP SYMBOL. CULOR, <br /> ®u > Q.� w MOISTURE CONTENT, RELATIVE DENSITY �� DEPTH OF CASING,DRILLING RA <br /> w > DRILLING FLUID LOSS <br /> ��-� Cr uim O 6'-6' -6' OR CONSISTENCY,SOIL STRUCTURE. to TESTS AND INSTRUMENTATION <br /> wa r� w INI MINERALOGY <br /> O V7 '" i-Z Q Vl <br /> Grilles notes fiim clay at 60.0 <br /> leer <br /> 62.0 <br /> Top: CLAYEY SAND: (SC). wars: y"ll,iwr;h Pitcher barrel sample! used <br /> Of own tiecause of the stiffness of the <br /> Pusr, Botlom: WELL-GRADECI SAND. tSw). ,G:,rti clay <br /> PB-1 .3 yellowish t,rown, wet. Inose Pushed PB-12 at 250)sr <br /> Encountered loose sandy sayer <br /> 64.5 <br /> 65.0 <br /> -i <br /> i <br /> r <br /> I <br /> -I <br /> 7 U.0 <br /> 70.0 WELL-GRADED SAND. (`;W), <br /> 39-50/5.5 yellowish blown, moist, very Oefl't <br /> 5-13 O.S (>50) ; <br /> 71-5 <br /> 75.0 Ch illes notes 4ense f'�-s at 75 <br /> 76.0 1'ret <br /> LEAN CLAY WITH SAND. ICL). yr' «r h ! Pushed PB-14 at 40C-450 psi <br /> mown. moist. haest f PP = 4.5 1 s I <br /> PB-14 ?.4 Push <br /> 73.5 <br /> r <br /> r <br /> 80.0 - <br /> 11 <br /> 0 <br /> 85.0 85. LEtt: '.LaY WITH SANC:. <br /> 0.7 37-50/5.5 Urowr,. moil, 11r3i•: # I <br /> 86.5 t •50) s <br /> - s <br /> 'i <br /> i <br />