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BOREHOLE LOG CPT-5 <br /> 4fTDat:e-.: <br /> TUS Pro eect No.: 2005-2050-01 Site: Former A ache Plastics Facility Drillin Com anv: Greg In Situ,Inc. <br /> 2050 East Fremont Street, Stockton,CA Driller:Ru erto and Jorge <br /> Febrnar 9,2001 Field Geola ist: Scott Bittin er <br /> Drilling Rig: CPT Drillin Method: CPT <br /> Borehole Diameter: 2 inches Soil Sample Equipment: 12-inch retractable <br /> Total Depth: 140 feet bgs Water Sarr► ling E ui menta H dzo 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 Rec. Count (ppm) Class. <br /> CPT5-47-S 47 46-47 70 0 SM SILTY SAND,20%fines,medium dense,wet <br /> CPT5-47-W 47 45-49 Water <br /> CPT5-74-S 74 73-74 95 0 ML SILT, red brown,2-5%fine ained sand, <br /> moist,hard <br /> CPT5-97-W 97 95-99 Water <br /> CPT5-106-S 106 105-106 80 0 SW SAND, fine to medium grained,well railed, <br /> 5%fines, wet <br /> CPT5-118-W 118 116-120 Water <br /> CPT5-126-S 126 125-126 90 0 ML CLAYEY SILT,light brown,hard dam <br /> CPT5-130-W 130 128-132 Water <br /> CPT5-138-S 138 137-138 60 0 SM SILTY SAND 137-137.3', 105 fines, wet <br /> CL SILTY CLAY 137.3-138',brown,hard,moist <br /> CPT5-155-S 155 154-155 20 SP SAND, light brown,fine grained,well sorted, <br /> moist <br /> I <br /> � «� <br />