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t i <br /> Ms. Margaret Lagorio <br /> November 6, 1996 <br /> Page 3 <br /> Monitoring Well Construction <br /> During completion of the groundwater monitoring wells, the depth of saturation will be <br /> observed and used as a basis for establishing the required well depth. Upon reaching , <br /> approximately 30 feet of depth (or 5 feet below the el ti first encountered <br /> groundwater), the monitoring wells will be constructed by placin 10 feet o 2-inch diameter <br /> Schedule 40 polyvinyl chloride (PVC) 0.02-inch slot casing into the ore hole through the <br /> annulus of the hollow-stem augers. Above the slotted casing, and attached by pipe threading, <br /> approximately 20 feet of 2-inch diameter Schedule 40 blank PVC casing will be lowered into <br /> the bore hole. <br /> After the well casing is in place, RMC Lonestar size #3 sand will be tremmied through the <br /> augers to the bottom of the borehole to provide a permeable filter pack around the slotted <br /> well casing. As the sand level rises, the augers will be raised slowly and removed from the <br /> boring, one section at a time. The sand pack elevation will be monitored regularly by the <br /> drilling crew with a weighted tape that will be lowered from the ground surface to the top <br /> of the sand to ensure the sand level is always above the cutting head elevation. Once the <br /> sand pack has reached a level near the top of the slotted casing the well will be surged to <br /> induce settlement of the filter pack. The sand pack will then be refilled to the desired <br /> elevation of approximately 2 feet above the slotted section. <br /> After surging the well, medium-size bentonite chips will be tremmied through the augers to <br /> form a seal over the sand pack. The level of bentonite will be raised to approximately 2 feet <br /> above the sand pack. A concrete/bentonite slurry will then be used to backfill the remainder <br /> of the soil boring. A traffic-rated well cover will then be cemented into place at the ground <br /> surface to protect the wellhead. An illustration of a typical groundwater monitoring well <br /> configuration is presented on Figure 4. <br /> Well Development <br /> Initial development will be performed at the time of well installation using a 5-foot long <br /> bailer attached to cable from the drilling rig. Development will proceed until approximately <br /> five well volumes have been removed. Groundwater extracted from the wells will be stored <br /> in labeled drums on the property pending receipt of analytical results. <br /> na+0007-M-01 <br /> :ta r\nov-96\gw4 mu.pin <br />