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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, LLQ;-Lathrop Facility Project Number: 20587-300 <br /> Soil Boring ® Monitoring Well ❑ Boring/Well Number: LP-G3 Sheet 1 of 2 <br /> Boring Location: NW. corner of the Northern Stockpile. Elevation and Datum: <br /> Drilling Contractor: Precision Sampling Driller: M. Flynn Date Started: 5/7/01 Date Finished: 5/7/01 <br /> Completed Water Depth: <br /> Drilling Equipment: XD-3 Rig Borehole Diameter: 2.7-in Depth: (feet) 25.0 (feet) 21.0 <br /> WELL CONSTRUCTION <br /> Sampling Method: Direst Push <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 I 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� <br /> a <br /> Z ' _ c <br /> s o Description > U a o, _o w M Remarks o <br /> a 3 E E ° � A lu m <br /> s a u: > <br /> LU <br /> Ca OVA w <br /> PPM <br /> Asphalt Surface Hand auger to 5.0 feet below grade <br /> by MonierLifetile personnel. <br /> SM Silty SAND, grayish brown, medium dense,moist, <br /> fine-grained,few iron-oxide staining, few mica <br /> Sample LP-G3-3.5 collected at <br /> approximately 3.5'bgs at 1330. <br /> Only 9 inches of sample recovery <br /> between 1 to 4-foot sample. <br /> 5 <br /> SP @ 4.5'bgs SAND, light brown, medium dense,dry 0 Sample LP-G3-6 collected at <br /> to moist, fine to medium-grained, trace mica approximately 6'bgs at 1340. <br /> 0 Sample LP-G3-9 collected at <br /> CL @ 9.6'bgs Sandy CLAY, light brown, stiff, moist, approxiamtely 9'bgs at 1350. <br /> 10 fine-grained, low to medium plasticity <br /> 0 <br /> r <br /> ao <br /> 0 <br /> N <br />