Laserfiche WebLink
<br />STEP 2: SIGNIFICANCE OF THE RESOURCE <br /> <br />660-023-0180 (2) (6) local Governments shall apply the criteria in section (3) or (4) of this rule, <br />. whichever is applicable, rather than OAR 660-023-0030(4), in determining whether an aggregate <br />'. resource site ;s significan~~' ' , ". <br />, The criteria in ,section (3) of -this OAR is applicable to this P~A application. <br /> <br />OAR 660-023';'180 (3): An aggregate resource site shall be considered significant ifat/equate information . <br />. regarding the. quantity, quality, and location of the resource demonstrates that the site meets anyone of <br />. the criteria in subsections (a) through (c) of this section, except as provided in subsection. (d) of this <br />secdon: ' , <br /> <br />. . <br /> <br />(II) A representative set of samples of aggregate materia/in the deposit 0" the site meets the applicable <br />Oregon Department of Transportation (ODOT) .specifications for base.' rock fo~ air degradation; . . <br />abrasi~n, and soundness, ~nd the estimated amount' of material is more than 2,000, 00f) tons in th~ " <br />:Willamette Valley, or more than 500,000 tons ouui~e the Wlllametle'Valley,. <br /> <br />This criterion. requires review of two ch8racteristics of the resOuree: quantity. and quality. The <br />. estimated quantity of the resource must exceed 2 million tons. The applicant's report concludes that <br />there is over. 8 million cubic toDS of material present beneath the site, an amount well in excess of the 2 <br />, million cubic ton req~ent. . . <br /> <br />The:quality of the reso~ must,meet OJ?<)T s~d specifi'?8tioDS for highway conStruction. .The. <br />: original sampling methodology',is d~De4 in Exhi/Jit, 1, Evaluation of'J.ggregate .ResourceS: Delta " <br />Sand and 'Gravel Expansion Area, by EOR: & Associates. "Issues raised under the qUality criterion <br />mcl~e: ' <br />'. adequacy of methodology used to . test th~ material <br />· adequ.cy of bQre hole coverage <br />· .~equaCy of the data r~rded frolli the samPles taken <br /> <br />mabotation ofthe.issues are found in the following submitt81s: . <br /> <br />Exhibit 1 - Eva!U4tlon of A.ggregate ,ReSources: Delta &;tnd and Gravel Expansion Area, by <br />EOR & Associates, Inc. in the original app1i~tion. , <br />. FIle Reeord'No.18 ~ Memo from Shane Hushes, PE, BOR & .Assoc_es, Inc.' <br />'Exhlblt 19.- Lett(;r from Mark .R. Reed, Minera1ltesource Geologist. . <br />Exhlbl~ 33. - ,TesthJwny.ofCo~emedSanta.Clara Residentl Organization (SeRO) on Delta <br />Mining ~ion P,oposal- M~ ,H. Reed testimony in response to EGR analysis (ASrM <br />Standard Practicc'for,Sampling Aggreptes) . , <br />Exhlbl~46 - Letter fro~ Karen R~ ' , . _ . <br />Exhibit 47 - 'Letter :from Itidph .Chri~ensen, Senior Geologist, EOR, & AssOciates, Inc. <br />, (ASTM S~dard Practice for Sampling Aggregates) <br />'Exhibit ,50 -letter:from Steve Cornacchia' '. " <br />, Exhibit 62 - Letter from Mark Reed <br /> <br />The record contains expert.geologi<; testimony on both sides.ofthis issue.. The appli~'s analysis by <br />. ;BGR and Associates. wa~ reviewed by anotPer certified geologist, and, the SeRO resource geol9gist <br />also reviewed' the data. and submitted comments.. The AASIITO ASTM' Standar4 Practice for <br />Sampling Aggregates .language describes the sampling protocol for roadside or bank nmsand 8nd <br />grav~l deposits under AppendixD7S, sectionX2.3.2. . <br /> <br />'. /~,. '. ' <br /> <br />(6) The matefjal meets local government standards establishing (l lower' threshold for signiftcange than <br />subsecffon (a) 'afthis section,.' or. " .' <br /> <br />. BoardICouncilHearing'- Ordinanc~ No; PA 1238 . <br />AgeDda Cover Memo <br /> <br />Delta. Sand "Orav~1 Expansion <br />