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PERMFILE63761
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PERMFILE63761
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Last modified
8/24/2016 11:09:50 PM
Creation date
11/20/2007 8:10:33 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1988108
IBM Index Class Name
Permit File
Doc Date
12/20/1988
Doc Name
RESPONSE TO ADEQUACY LETTER OF FN M-88-108 WESTERN AGGREGATES INC LIGHTWEIGHT AGGREGATE PROJECT
From
HSI HYDRO SEARCH INC
To
MLRD
Media Type
D
Archive
No
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<br />3. All mine related activities are located west of SH 93, <br />including crushing. SH 93, therefore, represents an <br />appropriate dividing line between areas which should and <br />should not be included in the permit area. <br />Concerning whether the primary function of the processing site is to <br />service the quarry, we point out that the quarry is merely providing the <br />processing with with one of the raw materials. The process itself is a <br />manufacturing process where the raw material's physical and chemical <br />charact=_ristics are converted, similar to the distinction between a clay mine <br />and a c~=_ramics production facility. This relationship is different than the <br />relationship between a mine/mill relationship in which ore is beneficiated and <br />in which case the milling site is typically included within the mining permit <br />boundaries. <br />Run Off Control <br />5. P'_ease discuss the control measures proposed to minimize erosion of the <br />diversion ditch during operations. <br />RE~sponse - The diversion ditch used during operations is a temporary <br />feature which intercepts and drains water to the quarry bottom. Since <br />all sediments would remain contained, we plan no extraordinary erosion <br />measures. Further, the ditch itself will be either constructed in <br />overburden material which is extremely gravely (more than 607 +3 /4" <br />rock) and, therefore, essentially non-erodible or constructed in shale <br />w}.ich will be mined. Consequently, we see no value can be gained by <br />extraordinary erosion control measures as no adverse environmental <br />consequences will occur. <br />6. Please contac[ the State Engineer's Office regarding the need for a well <br />permit, as a proposed 10 acre pond is a final reclamation feature. <br />Response - As noted in our permit application a 10 acre pond exists <br />presently. The Hogan family filed for, and received, a water storage <br />right (Case 81 CW074) for the existing pond with the State Engineer's <br />Office. Based on an on-site meeting with a State Engineer's Office <br />representative, a decision was made that no well permit was needed. y d~~l 7 <br />Geology <br />7. Will the 5 to 10 feet of sand and gravel overlying the shale be screened <br />and used for aggregate or will it be used as backfill material? <br />Response - The overburden material as described in detail in the permit <br />application is a very cobbley material (est 30% more than 2"). Our <br />reference in the application to potential screening of the material to <br />remove rock for sale as aggregate was intended to pertain only to the <br />coerrse rock (+2"), presuming sufficient quantities of -2" material <br />remained available to effect later reclamation. Based on our <br />discussions with Mr. Mount, it was deemed advantageous to remove the <br />coarse material to facilitate the use of a seed drill. WAI does not <br />have any strong feelings concerning the screening and removal of the <br />rock purse. If MLRD staff would prefer the rock remain, we will do so. <br />
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