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M ML ib i i Root. •nRo lw� <br /> IW—C IW—� IW—A <br /> NEAT PORTLAND / <br /> XACCESSTUBLING <br /> :,t, ;7 GROUT <br /> 2'PVC ANNULUS 2'PVC ANNULUS B' SCH, 80 PVC <br /> ACCESS TUBING ACCESS TUBING 26 WELL CASING <br /> ° 28' 30' <br /> NEAT PORTLAND oa°o o°eo°o <br /> NEAT PORTLAND CEMENT GROUTGo <br /> CEMENT GROUT 0.020' SLOT W.W <br /> 8' SCH. 80 PVC ^oo S.S. WELL SCREEN <br /> WELL CASING o 40' <br /> o <br /> ONFI ING ON <br /> 53'" <br /> 58' 63' <br /> 0.020' SLOT W.W <br /> S.S. WELL SCREEN <br /> 73' <br /> 10' SCH. 80 PVC 8' SCH. 80 PVC <br /> B — z o n e WELL CASING Go WELL CASING <br /> 0.020' SLOT W.W <br /> 90' Go S.S. WELL SCREEN <br /> W <br /> W <br /> C NFI G NE CO INI ZO E <br /> 122' <br /> 27' <br /> 132' Go <br /> 0 Go <br /> 0.030' SLOT W.W <br /> S.S. WELL SCREEN <br /> C — zone <br /> Go Go <br /> 152' Go <br /> Go <br /> NOT TO SCALE <br /> REMEDIAL INVESTIGATION/ <br /> Figure 5 FEASIBILITY STUDY <br /> SHARPE SITE <br /> Injection Well Construction LATHROP, CALIFORNIA <br /> Injection Testing System u s ARMY <br /> TOXIC AND HAZARDOUS MATERIALS AGENCY <br /> Source ESE , 1992, SHAD, 1987 ABERDEEN PROVING GROUND, MARYLAND <br />