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B R 0 W N AND BORING LOG <br /> C A L D W E L L <br /> Project Name: MonierLifetile, LA,-Lathrop Facility Project Number: 20587-300 <br /> Soil Boring X Monitoring Well ❑ Boring/Well Number: LP-G Sheet 1 of 2 <br /> Boring Location: W. of Southern Stockpile. LElevation and Datum: <br /> Drilling Contractor: Precision Sampling Driller: M. Flynn ted: 5/7/01 Date Finished: 5/7/01 <br /> d Water Depth: <br /> Drilling Equipment: XD-3 Rig Borehole Diameter: 2.7-ineet) 28.0 (feet) 21.0 <br /> Sampling Method: Direst Push WELL CONSTRUCTION <br /> Type and Diameter <br /> Drilling Method: Direct Push Drilling Fluid: None of Well Casing: 3/4-in Schedule 40 PVC <br /> Backfill Material: Bentonite-Cement Grout Slot Size: 0.01-in I Filter Material: None <br /> Development Method: None <br /> Logged By: N. Stroud Checked By: L. Conlan <br /> Graphic Log <br /> a� c 6 w <br /> E o Z > c <br /> s o Description > U a n o O Remarks Ln 00 <br /> V o E E c° L) n a <br /> Q vUi a pa cn W v <br /> OVA w <br /> PPM <br /> Asphalt Surface Hand auger to 5.0 feet below grade. <br /> SP <br /> @ 1.0'bgs SAND dark grayish brown, medium 0 <br /> dense, moist, fine-grained,trace mica <br /> SM <br /> 5 @ 5.0'bgs Silty SAND, brown,dense,dry to moist, <br /> fine-grained <br /> SC @ 5.8'bgs Clayey SAND, grayish brown,dense, <br /> moist, fine-grained 0 Sample LP-Gl-6 collected at <br /> approximately 6'bgs at 0950. <br /> @ 7.0'bgs same,color change to dark brown, <br /> increase in clay content with depth, few mica <br /> 0 Sample LP-Gl-9 collected at <br /> �. approxiamtely 9'bgs at 1000. <br /> 10 <br /> CL @ I1.0'bgs Sandy CLAY, brown, very stiff,dry to j <br /> moist, fine-grained, low to medium plasticity <br /> SM @ 11.7'bgs Silty SAND, brown, very dense,moist, <br /> fine-grained, trace mica,decrease in silt content 0 Sample LP-G1-12 collected at <br /> with depth approximately 12'bgs at 1015. <br /> SP @ 12.7'bgs SAND,brown,medium dense, moist, <br /> fine-grained, trace mica Difficulty pushing rod between 13 <br /> o to 17 feet below grade. <br /> r <br /> m <br /> m SM 14.8'b s Silty SAND ravish brown dense <br />