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B R 0 W N A N D BO RI N G LO G <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-G2 Sheet 2 of 2 <br /> Graphic Log <br /> � � v <br /> z <br /> o <br /> s o Description > U a s o w Q Remarks g <br /> a v p M s cc as > <br /> a OVA w <br /> PPM <br /> plasticity <br /> @ 19.5'bgs same, moist <br /> @ 21.0'bgs same, trace caliche stringersi�. 0 Sample FC-G2-21 collected at <br /> approximately 21'bgs at 1535. <br /> 25 <br /> SM @ 28.0'bgs Silty SAND,dark grayish brown, <br /> medium dense,moist, fine-grained, some iron-oxide <br /> AFCL staining,trace mica <br /> @ 28.8'bgs Sandy CLAY,dark brownish gray, <br /> stiff, moist to saturated,medium plasticity, <br /> 30 fine-grained, some mica ,, Sample FC-G2-30.5 collected at <br /> SM @ 30.4'bgs Silty SAND,dark brownish gray, 0 approximately 30.5'bgs at 1550. <br /> dense, staurated, fine-grained,with iron-oxide <br /> staining, few mica <br /> Groundwater sample FC-G2-Water <br /> collected at 1700. <br /> Static Water Level = 27.35'bgs <br /> pH = 8.10 <br /> Temperature = 30.0 degrees <br /> Boring terminated at approximately 34.0 feet below Celceius <br /> ground surface(bgs)on 5/8/01. Groundwater was Conductivity = 2,420 umhos/cm <br /> encountered between at approximately 29 feet below <br /> grade. A temporary PVC screen was installed to <br /> total depth to collect a groundwater grab sample. <br /> The borehole was logged using direct push drilling <br /> techniques. The group names,descriptions, and <br /> USCS Classifications are based entirely on <br /> visual-manual procedures. The borehole was <br /> backfilled with bentonite-cement grout on 5/8/01. <br /> 0 <br /> r <br /> m <br /> 0 <br /> N <br /> J <br /> CI <br />