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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, Li,i;-Lathrop Facility Project Number: 20587-300 <br /> Soil Boring ® Monitoring Well ❑ Boring/Well Number: LP-G2 Sheet 1 of 2 <br /> Boring Location: NW. corner of the Central 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) 22.0 (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 Filter Material: None <br /> Development Method: None <br /> Logged By: N. Stroud Checked By: L. Conlan <br /> Graphic Log <br /> v <br /> w <br /> F o Z > c <br /> v on = c <br /> s o Description > V a a o w. Q Remarks o <br /> a 0 3 E E s <br /> DvUi a c > <br /> OVA ua <br /> PPM <br /> Asphalt Surface Hand auger to 5.0 feet below grade <br /> by MonierLifetile personnel. <br /> 5 SM <br /> Qa 5.5'bgs Silty SAND, grayish brown,dense, <br /> moist, fine-grained, few mica, increase in mica <br /> content with depth 0 Sample LP-G2-6 collected at <br /> approximately 6'bgs at 1230. <br /> 0 Sample LP-G2-9 collected at <br /> approxiamtely 9'bgs at 1240. <br /> 10 <br /> Difficulty pushing rod between 12 <br /> to 14 feet below grade. <br /> 0 <br /> r <br /> N <br /> J <br /> G7 <br />