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B R O W N AND BORING LOG <br /> C A L D W E L L <br /> Project Name: MonierLifetile, LLC-French Camp Facility Project Number: 20587-300 <br /> Soil Boring ® Monitoring Well ❑ Boring/Well Number: FC-G4 Sheet 1 of 2 <br /> Boring Location: Between Active and Eastern Stockpiles. Elevation and Datum: <br /> Drilling Contractor: Precision Sampling Driller: V. Godoy Date Started: 5/8/01 Date Finished: 5/8/01 <br /> Completed Water Depth: <br /> Drilling Equipment: SD-1 Borehole Diameter: 2.7-in Depth: (feet) 34.0 (feet) 29.0 <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: Norte <br /> Development Method: None <br /> Logged By: N. Stroud Checked By: L. Conlan <br /> Graphic Log <br /> N y L <br /> Z — a <br /> s o Description > U a Q o a Remarks o <br /> O Y <br /> Q OVA <br /> PPM <br /> Asphalt Surface Hand auger to 5.0 feet below grade <br /> by MonierLifetile personnel. <br /> No sample collection between 0-10 <br /> feet below grade. <br /> 5- <br /> 10— SM @ 10.0'bgs Silty SAND, very light brown,medium <br /> ML dense,dry to moist, fine-grained, few iron-oxide I . <br /> SM staining <br /> @ 10.2'bgs Sandy Clayey SILT, brown, stiff, Sample FC-G4-12.5 collected at <br /> moist, fine-grained,some iron-oxide staining approximately 12.5'bgs at 1020. <br /> @ 10.4'bgs Silty SAND, brown,dense, moist, <br /> fine-grained, some iron-oxide staining,trace mica 0 <br /> 15 <br /> 0 <br /> oSC @ 19.0'bgs Sandy CLAY, brown,stiff,moist, <br /> medium to high plasticity, fine-grained sand <br /> m <br />