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B R 0 W N AND BORING LOG <br /> CA L D W E L L <br /> Project Name: MonierLifetile, LLc-French Camp Facility Project Number: 20587-300 <br /> Soil Boring N Monitoring Well ❑ Boring/Well Number: FC-G5 Sheet 1 of 2 <br /> Boring Location: N. of Eastern Stockpile. . 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) 37.0 (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 Filter Material: Norte <br /> Development Method: None <br /> Logged By: N. Stroud Checked By: L. Conlan <br /> Graphic Log <br /> v on w <br /> wv. H z g z _ c <br /> �o Description c U o a o Y A Remarks o <br /> E E <br /> f% > <br /> Q vUi V W2 cc <br /> a OVA <br /> PPM <br /> Asphalt Hand auger to 5.0 feet below grade. <br /> SM <br /> @ 1.0'bgs Silty SAND,dark brown, loose to 0 Poor sample recovery between <br /> medium dense,moist, fine-grained,trace micaground surface and 10'bgs. <br /> 0 <br /> 0 <br /> @ 4.0'bgs same,color change to brown 0 <br /> 5 0 <br /> 0 <br /> SP @ 8.5'bgs SAND with silt, light brown, loose, <br /> moist, fine-grained, poorly graded <br /> @ 9.6'bgs color change to very light brown, <br /> 10 SM increase in grain size to fine to medium-grained <br /> SC @ 9.9'bgs Silty SAND, light gray,medium dense, <br /> moist, fine-grained, Sandy SILT. <br /> @ 10.2'bgs Clayey SAND, light brownish gray, <br /> CL dense, moist,fine-grained, slight increase in clay <br /> content with depth j 0 Sample FC-G5-12 collected at <br /> @ 11.8'bgs Sandy CLAY, light brownish gray, approximately 12'bgs at 0820. <br /> ML medium stiff, moist, low to medium plasticity <br /> @ 12.9'bgs Sandy SILT, stiff, moist, fine-grained <br /> @ 13.0'bgs same,trace caliche stringers between 13 <br /> to 14 feet <br /> @ 14.0'bgs Clayey Sandy SILT, stiff, moist, <br /> 15 fine-grained,trace caliche stringers 0 Sample FC-G5-15 collected at <br /> approximately 15'bgs at 0825. <br /> CL @ 16.0'bgs Sandy CLAY, very stiff,dry, <br /> fine-grained, some caliche deposits, low to medium <br /> plasticity, borderline Clayey SAND <br /> i <br /> o j0 Sample FC-G5-18 collected at <br /> approximately 18'bgs at 0830. <br /> o Poor sample recovery between 19 to <br /> m �� 22 feet bgs. <br />