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2012-09-05_REVISION - M1995030
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2012-09-05_REVISION - M1995030
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Last modified
6/15/2021 5:58:30 PM
Creation date
9/6/2012 3:54:56 PM
Metadata
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Template:
DRMS Permit Index
Permit No
M1995030
IBM Index Class Name
REVISION
Doc Date
9/5/2012
Doc Name
CN-01 SUBMITTAL
From
MCATEE CONSTRUCTION
Type & Sequence
CN1
Email Name
TAK
Media Type
D
Archive
No
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MINING PLAN EXHIBIT D (cont) <br />to them being install on the mine site if ever. The existing <br />access road that enters the Plant Site from the west property <br />line will be used for ingress and egress. <br />As mining progresses around the property the ban]. slopes <br />will be created in two stages. When a dredge is used <br />materials tend to sluff off the banks and assume an a <br />repose of 2'h to lv. This happens because the materi <br />the native <br />gle of <br />1 in this <br />area is unconsolidated and vertical slopes can not be maintained <br />as mining occurs. This means that to maintain a setback of 25 <br />feet from the permit line when the gravel is 60 feet thick the <br />mining line has be no less than 75 feet inside the setback lines <br />to allow for the sloughing. The final sloping will be done by <br />pumping material onto the slopes or using a dozer to push surface <br />material into the lake to establish the 3h to lv slopes. <br />The dredging operation will include the use of explosives as <br />described below. The explosives will not be used to extract <br />material, only to relieve unsafe conditions caused by the method <br />of mining used at the site. During dredging the operator works <br />across the mine face from left to right and top to bottom. This <br />creates an undercut on the mine face that normally caves off and <br />is removed from the bottom of the lake by the dredge. As the <br />surface is approached the thickness of the overhang decreases and <br />a point is reached where it no longer breaks off due to its own <br />weight. This leaves an unsafe condition where there is the <br />potential for personnel or equipment to enter the overhang area, <br />cause it to slough off carrying them into the water and burying <br />them. <br />To alleviate this problem a light charge is set qff to drop <br />the overhang into the lake leaving the slope at it natural angle <br />of repose. Once mining ends, this same method is used to stabi- <br />lize the working face and stay in compliance with our MSHA <br />permit. <br />The practice of using explosives to stabilize the cut face <br />is a standard practice on any mine where we operate. Under <br />normal conditions a charge will be set off once or twice during a <br />mining period and that will occur every 2 to 4 years depending on <br />the demand for material. <br />The method used will involve hiring a registered blasting <br />contractor to determine the size of the charge needed to stabi- <br />lized the cut face (usually a quarter ( stick of dynamite). <br />The method for placing the charge is to put the dynamite in a <br />plastic jug, sink it next to the overhang and detonate the <br />charge. The blasting contractor will supply the blasting agent <br />10 <br />
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