Laserfiche WebLink
WELL COMPLETION DIAGRAM FOR <br /> GROUNDWATER MONITORING WELL UVB-MW2 <br /> Locking Mechanism <br /> Water-Tight Traffic box <br /> Depth (ft) NOTE Features Above Graefe <br />' 0 Not to Scale <br />' •r •r Cement-Bentonite Grout <br /> r <br /> from surface to 20 0 ft <br /> F / <br /> r r <br />' LEAN CLAY WITH SAND 15%fine to .' �'� 2 in l D Schedule 40 PVC <br /> medium sand, brown (10YR 413),firm, medium •; �,� Riser Casing from <br /> plasticity, moist ongrnal grade to 24 0 ft <br /> 10 ' <br /> SILT WITH SAND 20%fine sand, dark <br /> . . <br /> yellowish brown (10YR 314), soft, nonplastic, <br /> dry . . <br /> r r <br /> r r <br /> r <br /> r r <br /> r <br /> r r <br /> 20 SILTY SAND/LEAN CLAY WITH SAND `r tires <br /> INTERBEDDED fine to medium sand, brown ---I Bentonite Pellets <br /> (10YR 413), moist from 20 0 to 22 0 ft <br /> Sand Filter Pack <br /> from 22 0 to 32 0 ft <br /> #3 Lonestar Sand <br /> 2 in Schedule 40 PVC 0 020 in <br /> Slotted Screen from 24 0 to 32 0 ft <br /> 30 <br /> POORLY GRADED SAND WITH SILT/SANDY <br /> SILT INTERBEDDED fine sand, dark grayishThreaded Schedule 40 <br /> 1 brown (2 5Y 412),wet I PVC Cap at 32 0 ft <br /> 8 0 in Borehole <br /> Borehole Depth at 32 0 ft <br /> 40 <br /> Client Exxon Company, U S A <br /> Site Former Exxon RS 7-3942 <br /> EA ENGINEERING SCIENCE AND TECHNOLOGY Location 4444 N Pershing Avenue, Stockton, California <br />' 739425 Imw2 we fh5 <br />