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Bert E. Van Voris _ 19 - 17 September 2004 <br /> Supervising Engineer <br /> Groundwater—Offsite <br /> Regarding the transition from onsite to offsite groundwater,the RWD states that,based on the site's <br /> geomorphology as an alluvial fan, "it is reasonable to conclude that shallow groundwater in the <br /> downgradient areas of the site merges with both onsite and offsite deep groundwaters."26 In several <br /> meetings with Musco's technical consultants, Regional Board staff indicated that an alternative and more <br /> likely explanation for any mixing of groundwater flowing to the valley flow from individual water bearing <br /> zones underlying the site was due to wells perforating more than one water bearing zone, and not due to <br /> any geological mixing zone per se. The RWD presents no evidence in support of its conclusion. <br /> Regarding offsite groundwater quality, the RWD summarizes information obtained from regional studies <br /> performed in the vicinity, as well as well quality data for wells in the vicinity drilled to a maximum depth <br /> of 200 feet bgs. Figure 21 is a graphical summary of this information. The RWD cites TDS data from <br /> four wells (two of which were sampled by Musco in 2004) in the immediate vicinity of the California <br /> Aqueduct and Delta-Mendota Canal to conclude groundwater in an elongated area underlying these <br /> conveyance facilities contains elevated TDS compared to groundwater farther east(in the Tracy area and <br /> beyond). The RWD then concludes, "groundwater conditions migrating off the site and into regional <br /> groundwater [as characterized by the now-dry MW-11 and the increasingly saline W-2] are less in TDS <br /> concentrations than groundwater offsite and in an area between the Musco Site and the City of Tracy.i27 <br /> Comment: Figure 21 also shows 14 wells east of the site and within this elongated area <br /> that are labeled "Offsite well—TDS data being researched." Accurately characterizing <br /> groundwater immediately offsite will be a critical component of site closure. The <br /> conclusion drawn in the RWD is problematic for at least two reasons. First, it assumes <br /> that the quality of groundwater flowing through W-2 and offsite will not be influenced by <br /> the higher TDS groundwater in the upgradient swale area. Evidence from W-2 suggests <br /> this degradation is already occurring. Second, it is based on data from only four wells <br /> within a large area. Musco should provide TDS data from the 14 additional wells <br /> indicated in Figure 21 (as the data become available), in addition to the well construction <br /> details (if available) from the two wells sampled by Musco in 2004. <br /> Land Application Management and Site Closure <br /> The RWD indicates that the inorganic content of the combined wastewater and RO permeate will be <br /> about the same or lower than the TDS of groundwater underlying the proposed use areas. In describing <br /> future cropping plans, the RWD acknowledges Musco's limited success with germination and crop <br /> growth, and indicates that potable water may be applied to promote successful germination. Once offsite <br /> recycling is fully implemented in about five years,the land application area will return to natural <br /> vegetative cover. Ultimately, the site will be developed for commercial or industrial purposes and the <br /> site"will be left undisturbed and/or capped by paving, further limiting potential for infiltration and <br /> leaching of material downward. ,28 The RWD suggests that it is less important to monitor the land <br /> application system and the quality of soil-pore liquid, and hence the previous proposal for an extensive <br /> system of lysimeters is obsolete. The RWD includes a revised proposal for a modified lysimeter network <br /> to evaluate mobility of soil constituents. <br />