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REV05377
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REV05377
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Entry Properties
Last modified
8/25/2016 1:03:54 AM
Creation date
11/21/2007 9:25:11 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1991146
IBM Index Class Name
Revision
Doc Date
8/2/1999
Doc Name
ZMK GRAVEL PN M-91-146
From
MONADNOCK MINERAL SERVICES
To
DMG
Type & Sequence
TR3
Media Type
D
Archive
No
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<br />• ~~I ~I~~I~~~~~~~~~I~ , <br />999 <br />MONADNOCK MIIVERAL SERVICES <br />Professional Geologists !Land Surveyors <br />P.O. Box 85-342 7'~ Ave. <br />Ouray, CO 81427 <br />July 27, 1999 <br />Steve S. Shuey <br />Division of Minerals & Geology <br />Durango Field Ot~'ice <br />484 Turner Drive, BIdg.F Suite 101 <br />Durango, CO 81301 <br />RE: ZMK Gravel Permit No. M-91-146 <br />Dear Mr. Shuey: <br />Recety~ <br />AUG 0 21999 <br />Dlvlebn ot~~~ ~~ <br />PUBLIC R OFFICE <br />F1L ~E COPY <br />SITE• M~9~ ~ 6 <br />E• zM <br />~C~~inzcq( re~~` h <br />~~ <br />In response to your request for "Adequacy Commerrts" in your letter dated July <br />16, 1999, please delete the request for the addition of a wash plant. No plans aze <br />currently underway to enter i~o this type of opetatioq so it is not necessary to attempt a <br />design at this time. Please use the following as answers to the other questions in your <br />request: <br />3. Temporary stockpiles are only created adjacent to the screening activities on <br />an "as-needed basis" when orders are received for material. These are not in <br />the stream channel, but a continuation of the Corps of Engineers 404 permit <br />has been requested, and is presently in the review process. <br />4. The berm between the Phase I and the originally proposed Phase II areas <br />would be breached neaz the south end of the permit area, to split the river and <br />allow a portion to flow into the mined area. The amount of material necessary <br />to replace this was estimated at 20 cu.yd. in the 404 permit application, In <br />regards to the required riprap material for areas along the west side of the <br />Phase I area, it is estimated that 50 cu.yd. of material will be needed to fill in <br />each of the two roadway areas. This is to be done with afront-end loader, <br />using the "oversize" material from the screening operatioq which is <br />comiaually being added to other locations on this berm. There is excess <br />material all along this berm so it can be used without compromising its <br />imegrity. <br />This is the only work that will be required to return the disturbed areas into the <br />same conditions that have historically existed adjacem to the Uncompahgre River, from <br />Ouray to Ridgway. <br />erely, <br />o~Larson `~- <br />Cert.Prof.Geol.4682 <br />
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