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Borehole drill cuttings, decontamination water, cement mixing and cleanup water will be placed <br /> into closed top drums, labeled and left at the Client specified location onsite. <br /> 4.0 Groundwater Monitoring Well Installation and Sampling <br /> 4.1 Monitoring Well Design and Installation <br /> Three monitoring wells will be constructed using threaded Sch. 40 PVC casing; glues will not be <br /> used. Final well design will be modified to the site-specific conditions encountered in the <br /> borehole during drilling. Once the aquifer strata are defined, the casing will be lowered to the <br /> bottom of the borehole, leaving a short sand pack interval above the occurrence of groundwater <br /> to observe for floating product. The slotted interval will use a 0.020-inch slot and the annular <br /> space around the slots will be backfilled with 2/12-size sand. The sand pack will be placed to a <br /> point about two feet above the slots. Previous experience has shown this to be a reliable well <br /> design in fine grained and stratified depositional environments in this area. A bentonite seal will <br /> be placed atop the sand pack, and a cement grout seal (cement mix witnessed and approved by <br /> the SJC/EHD representative in the field prior to sealing) will be placed atop the bentonite using a <br /> tremie line, filling from the bottom to top of the borehole. A traffic-rated wellhead access box <br /> and security device will complete each well. <br /> 4.2 Monitoring Well Head Survey <br /> All wells will be scheduled for a location and elevation survey to a known datum. The well <br /> survey will also be performed so that well location and elevation are plotted for inclusion for <br /> regulatory reporting. <br /> 4.3 Monitoring Well Sampling <br /> The wells will be developed after waiting at least 72 hours for the well cement grout seals to set, <br /> and then purged and sampled after development. Each monitoring well will be purged using <br /> calculated well volumes based upon the depth to water in each casing. Depth to groundwater <br /> measurements will be made to the nearest one-one hundredth of one foot, and also checked for <br /> the presence of separate phase product. As each purge volume is removed, measurements of pH, <br /> electrical conductivity, turbidity, and temperature will be taken until these parameters stabilize <br /> over two measurements, which are interpreted to indicate aquifer water entering the casing. The <br /> well will be allowed to stabilize to about 80%of its initial water level before sampling. <br /> Each groundwater sample will be carefully collected with a clean disposable PVC bailer and <br /> poured with minimum cavitation and minimum headspace into the appropriate laboratory <br /> prepared container. Each water sample will be labeled, logged onto a chain-of-custody form, and <br /> placed in a chilled ice chest on crushed ice. Upon completion of well sampling, each well will be <br /> closed and locked. <br /> Well purge water will be stored onsite in labeled, closed top 55-gallon steel drums. The purge <br /> water will then be appropriately disposed. <br />