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<br />(A) More than 35 percent of the proposed mining area consists of soil classified <br />as Class I on Natural Resource and Conservation Service (NRCS) maps on <br />June 11, 2004; or <br /> <br />The proposed mining area does not include any Class I soil. See Exhibit 1, original Delta <br />application page 11, and including Exhibit E, EGR document dated June 2005, Evaluation of <br />Aggregate Resources: Delta Sand and Gravel Expansion Area. <br /> <br />(B) More than 35 percent of the proposed mining area consists of soil classified as Class II, or <br />of a combinatioll of Class II and Class I or Unique soil, on NRCS maps available on June 11, <br />2004, unless the average thickness of the aggregate layer within the mining area exceeds. . . <br />60 feet in . . . Lane countfyJ. <br /> <br />The applicant's report shows that more than 35 percent of the proposed expansion mining area <br />consists of Class II soils. See Exhibit 1, original Delta application page 11, and Figure 6 in <br />Exhibit E, EGR document dated June 2005: Evaluation of Aggregate Resources: Delta Sand and <br />Gravel Expansion Area. <br /> <br />The EGR report estimates that the average thickness of the aggregate layer in that area is 70.5 <br />feet; however, DOGAMI evaluation observed only 51.5 feet depth (see Exhibit 144). The <br />Council also finds that EGR's Exhibit A (e.g. p. 5- 8 and 11-13, Figures 7, 8, and 9, Appendix E <br />well logs and table), and related materials, establish that there are two contiguous, but distinct, <br />layers of sand and gravel, in the expansion area. These layers consist of an upper layer ("younger <br />alluvium") and a lower layer ("older alluvium"). The EGR report also acknowledges that layers <br />of mud flow/clay from 4 to 12 fee thick have been experienced on the existing excavation site and <br />are encountered along the pit wall (see also in Exhibit 1, EGR's Exhibit A (e.g. p. 5- 8 and 11- <br />13, Figures 7, 8, and 9, and Boring Log of pit wall) anq Exhibit 216). Based on that information, <br />we also find that neither of these individual layers of aggregate is 60 feet thick. Therefore, OAR <br />660-023-180(3)( d)(B) applies. <br /> <br />In summary, even if the proposed expansion site satisfied the significance criteria of OAR 660- <br />023-180(3)( a), because section (3)( d)(B) applies to the site, the site would not be significant. <br /> <br />Step 3 <br /> <br />Determine if conflicts from mining can be minimized <br /> <br />OAR 660-023-180(5) -- For significant mineral and aggregate sites, local governments shall <br />decide whether mining is permitted. For a PAPA application involving an aggregate site' <br />determined to be significant under section (3) of this rule, the process for this decision is set <br />out in subsections (a) through (g) of this section. <br /> <br />Because the City Council has found that the proposed expansion site is not a significant <br />aggregate site under OAR 660-023-180(3), findings under -180(5) are superfluous. Nonetheless, <br />the City provides the following findings to provide a complete evaluation of the application. <br /> <br />(a) The local government shall determine an impact area for the purpose of identifying <br />conflicts with proposed mining and processing activities. The impact area shall be <br />large enough to include uses listed in subsection (b) of this section and shall be limited <br />to 1,500feetfrom the boundaries of the mining area, except wherefactual information <br />indicates significant potential conflicts beyond this distance. For a proposed expansion <br />of an existing aggregate site, the impact area shall be measured from the perimeter of <br /> <br />Exhibit A to Ordinance 20413 - 12 <br />