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GROUNDWATER MONITORING WELLS <br /> Monitoring Well DnIling. Groundwater monitonng wells will be drilled by the method <br /> described in the section entitled Borehole Drilling, with the exception that they are drilled to <br /> a depth of 15 or 20 feet below the water table or piezometnc surface, depending upon known <br /> conditions and upon unanticipated conditions encountered during drilling The borehole will <br /> then be completed as a monitoring well by the method described below <br /> Monitoring Well Completion. Groundwater monitoring wells will be completed with <br /> PVC screen and casing On-site monitoring wells will be completed with 4-inch-diameter <br /> PVC screen and blank casing, while off-site wells will be completed with 2-inch-diameter <br /> PVC A PVC cap will be installed at the bottom of each well <br /> The well screen typically will be 0 020-inch slotted flush-threaded PVC, extending from <br /> a depth of approximately 15 or 20 feet below the water table or piezometric surface to 5 to <br /> 10 feet above The well design is intended to accommodate seasonal water-level fluctuations <br /> within the slotted interval The well design may be modified in the field during the drilling <br /> operation, depending upon conditions encountered during drilling In no case does the <br /> monitoring well penetrate clay zones greater than 5 feet thick, which might allow downward <br /> migration of contaminants into lower water-bearing zones Blank casing extends from the top <br /> of the perforated section to the ground surface (or above, in the case of above-ground <br /> completion) <br /> �4 <br /> The annular space surrounding the well screen and casing will be packed with No 1/20 <br /> (or equivalent) sand, from the bottom of the screen to approximately 2 feet above the top of <br /> the screen The well will then be balled or surged to settle the filter pack, and more sand will <br /> be added-as-necessary to_return=the=leveLto.a_height=of 2=feet=above=the=top=of=the=screen <br /> A 2- to 3-foot-thick seal of bentonite pellets will be placed above the sand pack The well <br /> will=then=be=grouted=with=ben tom te=cement=slurry=or-nearcement;from the top of—the <br /> bentonite seal to the surface_ Groundwater monitoring wells_commonly will be completed <br /> below grade and protected with a water-tight locking cover A typical well construction is <br /> illustrated on Figure 2 <br /> The top-of-casing (TOC) will be surveyed by a licensed surveyor, and all depths to water <br /> will be measured in relation to the surveyed mark on the TOC <br /> Monitoring Well Development Groundwater monitoring wells will be developed by <br /> surging, bailing, or pumping until clean, sediment-free water is produced from the well The <br /> length of development time varies, depending upon field conditions Development water is <br /> contained in 55-gallon barrels, which will be stored temporarily on site until disposal <br />