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4 <br />v <br />PROJECT NUMBER BORING NUMBER <br />SAC31583.AC.ZZ liH-_' SHEET 3 OF 3 <br />w <br />SOIL BORING LOG <br />PROJECT <br />Forward Lanatilt LOCATION Stockton, CA <br />ELEVATION Approximately 39 feet DRILLING CONTRACTOR P'tchr' Dulling COMPany <br />DRILLING METH00 AND EQUIPMENT 4-1/8" Rotary Nash - Failing 750 <br />- tint Measured craa4 4/30/92 FINISH 4/30/9:.' LOGGER K. Gatly <br />^^ • `•, <br />• `- <br />SAMPLE <br />STANDARD <br />SOIL DESCRIPTION <br />COMMENTS <br />cLL <br />PENETRATION <br />uuj <br />-� <br />o <br />¢ <br />RESULTS <br />SOIL NAME. USCS GROUP SYMBCN . LOLuP. <br />`.' <br />DEPTH OF CASING. th+ILLING R: 's <br />mW <br />v <br />< <br />> <br />zir <br />4 <br />w <br />> <br />MOISTURE CONTENT. RELATIVE DENS ry <br />DRILLING FLUID LOSS <br />r=-ua_ <br />w <br />w® <br />6' -6' -6' <br />OR CONSISTENCY. SOIL STRUCitIRE, <br />mcg <br />TESTS AND INSTRUMENTATION <br />CL <br />�_ <br />�' <br />Lu <br />iN) <br />MINERALOGY <br />cin <br />¢ <br />___ <br />vi _j <br />i <br />1 <br />I <br />1 <br />I <br />GTA <br />` <br />_ <br />SILTY SAND: (SM), m0t7rlale vpuowi;n <br />PP 4.0 tit <br />5-12 1 <br />1.7 <br />71-29-.35 <br />biawit. moist, vr'y opnse <br />68.5 <br />10.0 <br />j <br />t <br />I <br />( <br />I <br />I <br />I <br />I <br />� <br />i <br />15.0 <br />75'0 <br />SILT WITH FINE SANG: (ML)..jark <br />Nnled strength increasing witf% ' <br />S-13 ( <br />Lt i <br />12-29-50/5 <br />yellowish brown. moist. vt'ty shtt to hat,: <br />depin <br />16.5 <br />� <br />j <br />I <br />I <br />80.0 <br />I <br />i <br />I <br />, <br />-1.0 <br />SILT WITH FINE SAND: (ML). •1ilik <br />S-14 <br />25-31-48 <br />yellowish btown. moist. hat t7 <br />83.5 <br />I <br />l85) <br />r ... <br />Total Depth -83.5 tent <br />III <br />85.0 <br />I <br />I <br />"j <br />i <br />1 <br />( <br />i <br />i <br />