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Mapping the locations of water conveyance structures end reservoirs within one mile <br />of the HGT loadout is unwarranted because there will be na subsurface disturbance or <br />blessing conducted ec the loadout. Such structures within and adjacent to the <br />loadout facility can be seen on Exhibit 4-1. Attachment 14-1 presents a listing and <br />the Locations of water rights in the vicinity of the loadout. Attachment 14-2 <br />presents a water rights investigation end augmentation plan relevant to Dry Creek. <br />Attachment 14-3 presents the results of an AVF study relevant [o Dry Creek. <br />The locations of ell monitoring sites ere presented on Exhibits 12.1 end 12-2 and <br />Figure 13.1. Elevations to within approximately one foot can be determined for <br />wells HGDALI and HGDAL2, NPDES sites 001 and 002 and stream site HGSD2 from the <br />Exhibits and Figures. The elevation for stream site HGSD1 is estimated from a 1 <br />inch 1000 foot scale map to be 6420 feet. <br />It is impractical to attempt to construct a potentiometric surface map from two well <br />points. The ground water movement is discussed on page 5 in Tab 7 as being to the <br />east and southeast through the loadout area. <br />To HGT's knowledge, there are no deep test borings in the vicinity of the loadout. <br />A check of available information does not indicate there are any oil or gas cells in <br />a close proximity to the loadout. Righted wells in the vicinity of the Loadout are <br />presented on Figure b in Attachment 14-1 end in Table 2, Attachment 14-1 and Table <br />16-1 in Attachment 14-2. <br />'Exhibit 4.1 has been revised to reflect the incidental permit boundary change. <br />*Tab 4, page 5 has been revised to correct the reference to "Table 10" in the first <br />complete paragraph to "Tab [0." <br />•Tab b, Figure 6-3 (page 7) has been revised to reflect the incidental permit boundary <br />change. <br />H TDROLOGT DESCRIPTION - RULE 2.04.7 <br />12. Total Dissolved Solids <br />Pages 2-4 in Tab 15 have been revised to address this question. <br />4 <br />