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' Ripona Market <br /> Groundwater Monitoring Well Installation Report <br /> Page. 4 <br />' All borings were drilled in such a manner as to prevent cross contamination <br /> between strata Exploratory soil borings within the unsaturated zone were <br />' backfilled with Bentonite and cement <br /> Upon termination, the boring into the saturated zone was completed as a <br />' monitoring well and backfilled with concrete grout, after a Bentonite seal has <br /> been placed The boring for the monitoring well was of a diameter at least 4 <br /> inches greater than the 2-inch diameter of the well casing to be used <br />' The cuttings from the drilling operation were containerized on-site during drilling <br /> for proper disposition The proper method of disposal will be dependent upon <br />' results of laboratory analysis This disposal will be the responsibility of the client <br /> unless other arrangements are made <br />' 2.2 Well Construction <br /> All materials used in well construction were thoroughly cleaned prior to <br />' introduction into the boring A cement and Bentonite grout was placed at the <br /> bottom of the boring as necessary After the seal had been allowed to set long <br /> enough to support the weight of the casing, a 2- inch diameter well casing (PVC) <br /> with end cap and factory perforations for placement in the saturated was placed in <br /> the boring The casing and end caps were threaded, no PVC cement was used <br /> The filter pack was placed to extend two feet above the perforated casing zone A <br /> I Bentonite seal 2- to 3-feet thick was placed in the annular space above the filter <br /> pack followed by a cement grout to the surface Seal and filter pack elevations <br /> were determined by the underlying geology and actual elevation at each well <br /> location All well heads were surveyed to within 0 01 feet using an assumed <br /> datum of 53 feet as shown on the USGS Tracy Quadrangle topographic map <br /> (photo-revised 1981) <br /> 2.3 Well Development and Sampling <br /> The wells were developed until the well water appeared clear of sediment and <br /> allowed to stabilize for twenty-four (24) hours prior to sampling <br /> All soil and groundwater samples were properly labeled with date collected, <br /> project number, sample coordinator, and sample identification Field records <br /> document the above information and other significant data, such as names of on- <br /> site personnel, sampling methods, date and time of sampling, the number of well <br /> volumes removed before sampling, preservatives added, and any filtration <br /> performed on samples <br />• <br />