Laserfiche WebLink
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, LLC-French Camp Facility Project Number: 20587-300 <br /> Soil Boring ® Monitoring Well ❑ Boring/Well Number: FC-G3 Sheet 2 of 2 <br /> Graphic Log <br /> v T c o <br /> 0 z — <br /> r o Description > U a a o w Q Remarks g <br /> OVA <br /> w <br /> PPM <br /> @ 197bgs Sandy CLAY,brown, stiff,moist, <br /> fine-grained, medium plasticity, few caliche <br /> ML deposits, increase in sand content with depth <br /> CL @ 21.0'bgs Clayey Sandy SILT/Clayey Silty Sample <br /> SAND,dark brown, stiff, moist, fine-grained / approximaatelytely 22'bgs at 1140. <br /> 22 collected at <br /> @ 21.2'bgs Sandy CLAY,dark brown, stiff, moist, 0 <br /> low plasticity, fine-grained,trace mica <br /> 25 <br /> SM @ 28.0'bgs Silty SAND,dark grayish brown, <br /> medium dense,moist, fine-grained, some iron-oxide <br /> AF staining, some mica <br /> @ 29.0'bgs same, saturated <br /> 30 0 Sample FC-G3-30 collected at <br /> approximately 30'bgs at 1230. <br /> Groundwater sample FC-G3-Water <br /> collected at 1315. <br /> Duplicate groundwater sample <br /> FC-G6-Water collected. <br /> Static Water Level = 27.59'bgs <br /> Boring terminated at approximately 34.0 feet below pH = 8.52 <br /> ground surface(bgs)on 5/8/01. Groundwater was Temperature = 27.3 degrees <br /> encountered between at approximately 29 feet below Celceius <br /> grade. A temporary PVC screen was installed to Conductivity = 1,163 umhos/cm <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 /> 0 <br /> N <br /> 0] <br />