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APPROXIMATE' • 0 <br /> DEPTH BELOW LAND SURFACE, 13-inch TRAFFIC RATED VAULT <br /> /N FEET WATER LEVEL MEASURING POINT <br /> 0 TYPE: 3/4 -inch ACCESS IN WELL SEAL <br /> ELEVATION 17.02 FEET MEAN SEA LEVEL <br /> 8-inch LOCKING STEEL COVER <br /> -- -- WATERTIGHT WELDED STEEL RING <br /> -_-_ 4-inch FLUSH-THREADED <br /> MILD STEEL CASING <br /> 9,2 4-inch FLUSH-THREADED <br /> PVC ADAPTOR <br /> __ == CEMENT <br /> 20 - <br /> _= 10-inch MILD STEEL <br /> CONDUCTOR CASING <br /> -- 4-inch SCHEDULE 40 FLUSH-THREADED <br /> PVC CASING <br /> 60 =_ -- CENTRALIZER <br /> VOLCLAY GROUT <br /> 16-inch BOREHOLE <br /> No. 60 FOUNDRY SAND <br /> 95.6 <br /> lob 3/s -inch BENTONITE PELLETS <br /> 102 <br /> 9 7/8-inch BOREHOLE <br /> 110 <br /> No. 2x12 GRAVEL PACK <br /> 4-inch SCHEDULE 40 FLUSH-THREADED <br /> PVC SCREEN, 0.020-Inch SLOTS <br /> 120 <br /> -122.5 4-inch SCHEDULE 40 FLUSH-THREADED <br /> ,•�+' PVC CASING WITH END CAP <br /> 12S •' <br /> FIGURE A- 21. SCHEMATIC WELL CONSTRUCTION DIAGRAM <br /> FOR INTERMEDIATE MONITOR WELL KI-7 <br /> HARGIS+ASSOCIATES, INC. <br />