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FIGURE 4 <br /> PVC SLIPCA� <br /> 6'-8' DIA. LOCKABLE <br /> PROTECTIVE STEEL CASING <br /> � WEEP HOLE <br /> 3'x3'x6' CONCRETE PAD —� <br /> 2' 2.5' <br /> GROUND SURFACE e p,•. ; <br /> dd <br /> t .� ad <br /> r s�aa: <br /> 4' DIA. PVC SCH.40 CASING <br /> WITH THREADED JOINTS <br /> BENTONITE-CEMENT <br /> GROUT <br /> 10' DIA. BOREHOLE <br /> BENTONITE PELLET SEAL 2-Fr.MIN. <br /> 2-FT. MIN. <br /> *u <br /> 4' DIA. PVC SCH. 40 SCREEN <br /> WITH THREADED JOINTS . <br /> 2- : <br /> • C: <br /> T <br /> T <br /> SAND FILTER-PACK <br /> THREADED BOTTOM CAP <br /> NOT SCAU PROPOSED MONITORING WELL <br /> CONSTRUCTION SCHEMATIC <br /> Applied Aerospace Structures Corporation <br /> 3437 South Airport Way <br /> REV.I Stockton, California <br /> e�osoaowc ocr'e, PARSONS ENGINEERING SCIENCE, INC. <br />