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SECTION 4 <br />MONITORING WELL INSTALLATION PROCEDURE <br />The Dakota aquifer water supply well (DW -1) is an existing well available for sampling. Contour <br />Consulting Engineering, LLC (Contour) will install monitoring wells MW -001A, MW -002, and MW- <br />003 once approval for the location of the wells is granted by DMG. Contour will obtain monitoring <br />well permits from the State Engineer and have utilities located prior to installing the wells. <br />Drilling for well installation will be conducted using a truck- mounted drill rig and a continuous -flight <br />hollow -stem auger. The total well depth for the alluvial wells will be determined by the top of <br />e oc expected to exceed 20 feet. The well depth for MW -001A is not expected to <br />exceed 60 feet, based on depth to the Codell sandstone for MW -001. Each boring will be converted <br />to permanent groundwater monitoring wells using a 2 -inch diameter schedule -40 flush -joint PVC <br />blank casing and slotted mill- casing (0.010 -inch slots). The annular space will be backfilled with 10- <br />20 mesh silica sand to a depth two feet above the perforated interval. A two -foot bentonite seal will <br />be placed above the filter pack. The remaining annular space will be filled with cement grout. Drill <br />cuttings from well installation, logged in accordance with applicable AGI or ASTM standards by a <br />professional geologist or geotechnical engineer, will be thin spread on site. Produced water will be <br />discharged and allowed to infiltrate near the wellhead. The wellhead will be completed using a metal <br />protective casing with locking cover. Subsequent to installation, the wells will be developed by <br />purging water. The locations of each wellhead will be surveyed from an established control point. <br />The height of each wellhead above the ground surface will be measured. <br />A-4 f <br />P:\ Data\ GEN\ F -S -P -T \22421 \Permnnng \Snpulanon Response \Groundwater Sampling Plan \Condmon 1 Groundwater Sampling Plan 2_28_03.doc <br />6 <br />