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Groundwater Monitoring Well Installation <br /> Section 2 <br /> Figure 2-3 <br /> Typical Monitoring Well Surface Completion Details <br /> STEEL CAP W/ LOCKING <br /> °iTABS SEE DETAIL ABOVE BOLTED WATER RESISTANT <br /> .1__.-..._ CONCRETE � COYER wJ GASKET <br /> WEEP HOLE <br /> 6"asX6'—D' STFFL P#PF APRON j / <br /> —--• —LOCKABLE EXPANDABLE <br /> — PRESSURE PLUG <br /> 3.5'X0 X 4" THICK OR r—TRAFFIC RATED <br /> 3.5' ID X 4" THICK ( <br /> CONC SLAB CHRISTY BOX <br /> i 1 <br /> i I <br /> t 6x6 WWF CENTER <br /> IN SLAB <br /> a <br /> \' CFmFNT GROUT <br /> _ <br /> n ''� GROUND <br /> �JG CoC' JFI-TION - <br /> r#J8" STEEL CAP HALF OF 4"STD STEEL <br /> #f4" LARGER THAN PIPE 2 Q- LONG WELD <br /> TO CAP TYP OF 2) <br /> STEEL PIPE <br /> I <br /> PAD <br /> (TYP OFC2) , �-114" THICK TABS, SIZE AND <br /> HOLE TO SUIT PAD LOCK, WELD <br /> TO CAP AND PIPE AS REOD <br /> (4 REOD) <br /> v.bP DETAIL <br /> a, <br /> 'r <br /> April 2008 Woodbridge Sanitary District <br /> WBSD07-002 2-7 Groundwater Monitoring Well Installation Workplan <br />