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2013-09-18_PERMIT FILE - M2013064 (8)
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2013-09-18_PERMIT FILE - M2013064 (8)
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Last modified
8/24/2016 5:25:11 PM
Creation date
9/19/2013 2:18:11 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M2013064
IBM Index Class Name
PERMIT FILE
Doc Date
9/18/2013
Doc Name
New Application, Part 1
From
Varra Companies, Inc.
To
DRMS
Media Type
D
Archive
No
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Exhibit D- Mining Plan <br />Conditions. Exhibit S — provides certification from a registered professional engineer <br />that these structures will not be harmed by planned operations; nor has any evidence of <br />harm evidenced itself over the nearly 60± years of operations at the adjacent Durham <br />Project. <br />A 1600± linear foot standard morphing extraction front is comprised of a 1.25H:1V face <br />along an approximate 800 -1200± linear foot advancing; wall with trailing side slopes up <br />to 400 total linear feet combined along either side of the advancing wall where it serves <br />to define the predetermined boundary of the extraction limits shown on Exhibit C -2: <br />Extraction Plan Map. Concurrent grading follows immediately behind the trailing side <br />slopes as they occur along the extraction limits. This morphing extraction front, with its <br />advancing wall, trailing side slopes, and concurrent reclamation along the extraction <br />limits is approximate for all active Tracts. <br />The 1600± linear foot total extraction front is `morphing' in that the total linear feet of the <br />front will not exceed 1600± linear feet, however, the advancing wall and side slopes <br />may deviate from the `standard' lengths described above. For example: If the <br />advancing wall is only 600± linear feet, trailing side slopes may have a combined length <br />pending finished grading of up to 1,000± linear feet. Another example is if the <br />advancing wall is 1,400± linear feet long, there is only 200± linear feet of trailing wall, <br />and operations must be more Johnny on the spot in keeping up with concurrency in this <br />configuration. So the `morphing of the front generally affects the pace of concurrent <br />reclamation of the trailing wall. <br />Extraction activities will continue to remove aggregate from approximately 33± feet <br />along the southwest, to a mean depth of 40.0± feet at center, with a potential total depth <br />to 47± feet near the center of extraction activities from 16th Street to the Cache La <br />Poudre River. Since anomalous depths greater than 40± feet may occur, any extraction <br />deeper than 40± feet in depth may be extracted either dry, or wet. If extracted wet, a <br />dredge may be utilized for the removal. Regardless, all final basin (pond) slopes will <br />conform at a minimum to Rule 3.1.5(7). <br />The general direction of extraction activities over the Fields is shown on Exhibit C -2: <br />Extraction Plan Map. Extraction will occur no closer than 10± feet from the permit <br />boundary, man -made structures, easements and right -of -ways; except for well heads <br />and above ground oil and gas facilities. Extraction will occur to within 25± feet of well <br />heads and related above ground facilities. Extraction around well heads will be <br />concurrently backfilled to maintain a 100± foot buffer from the balance of extracted <br />lands. At all times, safety will take precedent and over -ride all other conditions in time <br />with a matter of safety or emergency respective to and all aspects of the approved <br />permit. <br />Fields are used instead of Phases to describe the activities, since each Field can be <br />accessed concurrently instead of sequentially with the other; and per Exhibit L — <br />Reclamation Costs, accelerated extraction only serves to decrease the overall <br />Varra Companies, Inc. Varra- Coulson Resource Project 4 <br />OMLR 112 Permit Application 8 August 2013 <br />
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