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PROJECT LIMBER BORING NUMBER <br />SAC31583.AC2Z BH -I SHEET 4 OF 4 <br />SOIL BORING LOG <br />92.0 <br />SILT WITH SAND. (MU. dark yelurwrSh <br />5-16 Lt 33-47-50/5 De own. mueSt. very dense. mtc-ilcenu, Sdrnt <br />93.5 (>50) <br />95.0 <br />100.0 <br />100.0 <br />101.5 S-17 1.2 13-22-29 <br />(51) <br />DM <br />POURLY-GRADED SAND w17H 51LT. <br />(SP -SM). Uark yellowish prUwn. MOSSL ve-"Y <br />fine sant3 (micaceous). very Qense <br />Total Depth=101.5 feet <br />1 <br />Finisheo dnuiny at c.:J <br />C] <br />LOCATION Stockton. CA <br />PROJECT Foeward Landfill <br />ELEVATION Aporoximatety 39 feet <br />DRILLING CONTRACTOR PetChee 0111hu Company <br />DRILLING METHOD AND EOUIPMENT 4-7/8- Rotary wash - Failino 750 <br />MATER LEVELS Not Measured <br />START 4/29/92 FINISH 4/29/92 <br />LOGGER K.Gally <br />SAMPLE <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />PENETRATION <br />®6-- <br />ui <br />o <br />TEST <br />RESULTS <br />SOIL NAME. USCS GROUP SYMBOL. COLOR. <br />v <br />DEPTH OF CASING. Crz:LLiNG RA: <br />m� <br />Q <br />am <br />w <br />MOISTURE CONTENT. RELATIVE DENSITY <br />` <br />DRILLING FLUID LOSS <br />sa <br />> <br />¢ <br />w <br />> <br />OR CONSISTENCY. SOIL STRUCTURE. <br />m <br />TESTS ANO INSTRU!t=NTATION <br />I.- LA_ <br />ts,s <br />w <br />tum <br />O <br />W <br />6 -6'-6 <br />MINERALOGY <br />=� <br />j <br />cin <br />? <br />rX <br />r— Z <br />cc <br />(N) <br />Ln <br />92.0 <br />SILT WITH SAND. (MU. dark yelurwrSh <br />5-16 Lt 33-47-50/5 De own. mueSt. very dense. mtc-ilcenu, Sdrnt <br />93.5 (>50) <br />95.0 <br />100.0 <br />100.0 <br />101.5 S-17 1.2 13-22-29 <br />(51) <br />DM <br />POURLY-GRADED SAND w17H 51LT. <br />(SP -SM). Uark yellowish prUwn. MOSSL ve-"Y <br />fine sant3 (micaceous). very Qense <br />Total Depth=101.5 feet <br />1 <br />Finisheo dnuiny at c.:J <br />C] <br />