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B R O W N A N D BO R1 N G LO G <br /> C A L D W E L L <br /> Project Name: MonierLifetile, Li.C-Lathrop Facility Project Number: 20587-300 <br /> Soil Boring ® Monitoring Well ❑ Boring/Well Number: LP-G5 Sheet 1 of 2 <br /> Boring Location: SE. corner of 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: 3D-3 Rig Borehole Diameter: 2.7-in Depth: (feet) 25.0 (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 /> � N y <br /> C O N <br /> ZT C <br /> s o Description > U n a _0 w A� Remarks o <br /> oaun En <br /> A OVA <br /> PPM <br /> Asphalt Surface Hand auger to 5.0 feet below grade <br /> SM by MonierLifetile personnel. <br /> Between 1 to 4'bgs Silty SAND, brown, medium <br /> dense, moist, fine-grained,few mica <br /> Poor sample recovery between 1 to <br /> 4 feet bgs <br /> 0 <br /> SC @ 4.0'bgs Clayey SAND, light gray, medium <br /> dense, moist,fine-greained, trace mica <br /> i <br /> 5 SM @ 5.0'bgs Silty SAND, light gray, medium dense, <br /> dry to moist, fine-grained, trace iron-oxide staining <br /> @ 6.0'bgs same, color change to grayish brown, 0 Poor sample recovery between 4 to <br /> increase in moisture to moist,slight in silt content 7 feet bgs <br /> with depth <br /> 0 Sample LP-G4-9 collected at <br /> approxiamtely 9'bgs at 1445. <br /> 10 <br /> s <br /> 0 <br /> N <br /> 0] <br />