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�• 33��tre <br /> APPROXIMATE WATER LEVEL MEASURING POINT - <br /> OEPTN BELOW LANO SURFACE, TYPEi 1/4 —Incl ACCESS <br /> IH FEET ELEVATION 21.09 FEET ABOVE MEAN SEA LEVEL <br /> VCONCRETE <br /> 13—lath TRAFFIC RATED VAULT <br /> 8%—inch LOCKING STEEL COVER <br /> I WATERTIGHT WELDED <br /> STEEL RING <br /> 4—Inch FLUSH—THREADED MILD <br /> 3.2 = STEEL CASING <br /> 33 — —— <br /> CEMENT <br /> 54 <br /> 73 CENTRALIZER <br /> --- 10—tach MILD STEEL CONDUCTOR <br /> _ — CASING <br /> 94 <br /> 4--Inch SCHEDULE 40 FLUSH—THREADED <br /> 113 _= PVC CASING <br /> VOLCLAY GROUT <br /> 134 =_ <br /> 16—inch BOREHOLE <br /> 174 <br /> 191 <br /> 193 No. 60 SAND PACK <br /> - <br /> 194 <br /> ails—inch BENTONITE PELLETS <br /> 199 <br /> r ` S 9 7/6 —inch BOREHOLE <br /> 204 <br /> No. 2x 12 GRAVEL PACK <br /> 4—inch SCHEDULE 40 <br /> 'f FLUSH—THREAOEO PVC SCREEN. <br /> 214 0.020—inch SLOTS <br /> CENTRALIZER <br /> 216 . `s 4—Tach SCHEDULE 40 FLUSH—THREADED <br /> PVC CASING WITH END CAP <br /> 220 <br /> FIGURE A-- 13. SCHEMATIC WELL CONSTRUCTION DIAGRAM <br />• FOR DEEP MONITOR WELL KD- I <br />