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PROJECT NUMBER BORING NUMBER <br />SAC31583.AC2Z 6H-3 SHEET 2 OF 2 <br />SOIL BORING LOG <br />PROJECT Forward Landfill LOCATION Stockton. CA <br />ELEVATION Approximately 39 feet DRILLING CONTRACTOR Pacne' 0"tt'ng Company <br />DRILLING METHOD AND EQUIPMENT 4-7/8" Rotary wash - Faikng 750 <br />_-- - -- -- _ Kim u -,scan Neer 4/30/92 1=TN7SH 5/01/h2 LOGGER K. Gaily <br />"A1 Cn"T"a <br />- -- <br />SAMPLE <br />STANDARD <br />----••- ___-. <br />SOIL DESCRIPTION <br />COMMENTS <br />® <br />PENETRATION <br />w <br />-+ <br />0 <br />cc <br />RESULTS <br />SOIL NAME. USCS GROUP SYMBOL. COLOR. <br />s r <br />DEF.t•a OF CASING.-RYLLYNG Rc <br />®v <br />> <br />Qac <br />w <br />MOISTURE CONTENT. RELATIVE DENSITY <br />DRILLING FLUID LOSS <br />6--6- -6- <br />�L <br />w <br />Wm <br />o <br />OR CONSISTENCY. SOIL STRUCTURE. <br />m <br />TESTS AND 1NSTRl•"••'ENTATIOh <br />w� <br />CN <br />.- <br />CL_. <br />►-Z <br />w <br />cr <br />(N) <br />MINERALOGY <br />in <br />31.0 <br />POORLY GRADED SAND: ISP). <br />S-6 <br />1.3 <br />13-20-18 <br />orange -Drown and some pale Yellow <br />(38) <br />W own, wet. dense. twee to me,hum ,jr jnr•) <br />32.5 <br />Sand. d ace clay ) <br />i <br />35.0 <br />—+ <br />36.0 <br />I <br />POORLY GRADED SANG: (SP). ;undo• ;r, <br />S-7 <br />1.1 <br />12-19-27 <br />abnve. unifurm pale yellow- 1.11 own, re --t- <br />37.5 <br />(46) <br />dense <br />i <br />J <br />er-cn.=inte,ed fines v=ain at 38.•_ <br />fee: <br />I <br />40.0 <br />! <br />N.:IEd sandy mate, •:' ag <br />40.0 feet <br />4t-0 <br />WELL GRADED SAND: (SW). n�.9nyr-c•,,,w:.. <br />S-8 <br />0.9 <br />26-31-40 <br />wet. very dense <br />42.5 <br />(71) <br />Total Depth = 42.5 feet <br />45.0 <br />i <br />i <br />s <br />i <br />50.0 <br />i <br />7 <br />5u <br />J <br />