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BOREHOLE LOG CPT-3 <br /> STRATUS Project No.: 2005-2050-01 Site: Former Apache Plastics Facility Drilling Company: GreggIn Situ,Inc. <br /> 2050 East Fremont Street,Stockton, CA Driller:Jorge and Terry <br /> Date:February 7&8,2001 Field Geoio ist: Scott Bittin er <br /> Drilling Rig: CPT Drilling Method: CPT <br /> Borehole Diameter: 2 inches Soil Sample Equipment: 12-inch retractable <br /> Total Depth: 140 feet b s Water Sam lin E ui menta H dro unch <br /> Well Completion Data <br /> Slotted Interval: Casing Material: <br /> Filter Pack Material: Casing Diameter: <br /> Seal Material: Slot Size: <br /> Backfill Material: Bentonite Cement <br /> Sample ID Depth Sample % Blow PID Soil Description: <br /> (ft.) Interval Ree. Count (ppm) Class. <br /> CPT3-45-S 45 44-45 80 0 ML SILT, light brown, 10%fine grained sand,low <br /> percentage of clay,damp, stiff <br /> CPT3-48-W 48 46-50 Water <br /> CPT3-62-W 62 61-65 Water <br /> CPT3-69-S 69' 68-69 80 0 CL SILTY CLAY with SAND,light brown,7-10% <br /> fine grained sand, damp,stiff <br /> CPT3-105-S 105 104-105 80 0 MLISM SANDY SILTY/SILTY SAND,light brown, <br /> 50%fine izrained sand, 50% silt, darnp <br /> CPT3-114-W 114 112-116 Water <br /> CPT3-124-S 124 123-124 80 0 SW SAND 123-123.5',well graded,fine to coarse <br /> rained, 10% fines,wet <br /> CL SILTY CLAY 123.5-124',light brown,stiff, <br /> moist <br /> CPT3-129-W 129 127-131 Water <br /> CPT3-140-S 140 139-140 100 0 ML SANDY SILT,light brown, 20-30%fine <br /> rained sand, low percentage of clay,wet <br /> Am <br />