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Water-tight <br /> DEPTH(feet) Top of Grade y traffic box <br /> 0— 2ft. Locking <br /> – A cap <br /> 4— Concrete <br /> Bentonite and Portend <br /> Cement <br /> 12 <br /> 25 R <br /> 16- <br /> 20- <br /> 2 in.Sch.40 <br /> PVC blank casing <br /> 24- <br /> 28— 1 ft y Bentonite pellets <br /> 2 ft <br /> 32— Borehole diameter-8 in. <br /> ......... <br /> 36— <br /> . .... Filter Pack <br /> 40— 20 ft <br /> Depth to water 40' <br /> 2 in. Sch. 40 PVC <br /> screen <br /> 44- <br /> 48— <br /> y Threaded End Plug <br /> Recommended 1 ft or Slip Cap <br /> 52— minimum A <br /> 56- <br /> 60 <br /> Drawn MAW Date 2/3/93 <br /> Representative details of proposed groundwater ReWL-wed Date J1 <br /> monitoring well at the Chateau Convalescent Hospital, �2- <br /> llllllIlllIIlIIllllli�AL QD former Exxon RS 7-3942, Stockton, California. R�.1 Date <br /> am Final Date <br /> MDRW(396 REP LU EBO <br />