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2014-01-30_REPORT - M1973021
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2014-01-30_REPORT - M1973021
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Last modified
3/29/2017 12:54:51 PM
Creation date
2/3/2014 11:47:25 AM
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DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
Report
Doc Date
1/30/2014
From
Jeremy Deuto
To
DRMS
Annual Report Year
2013
Permit Index Doc Type
Annual Fee/Report
Email Name
PSH
Media Type
D
Archive
No
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persistence of the joints was also widely variable, but ranged from low to medium. <br />Apertures of the joints were moderately open to open with slightly rough to rough <br />surfaces and were highly weathered. The second primary joint set exhibited a <br />strike ranging from 80 degrees to 100 degrees with dips ranging from 50 degrees <br />to 75 degrees. This joint set had similar properties to primary joint set 1— very poor <br />quality RQD, close to moderately spaced joints, low to medium persistence, <br />moderately open to tight joint apertures, and slightly rough to rough rock surfaces, <br />and high weathering. Foliations exhibited a strike ranging from 280 to 5 degrees <br />with dips ranging from 0 to 40 degrees. The spacing between of the foliation <br />varied, but was typically close. The persistence of the foliation was also widely <br />variable, but ranged from low to high. Apertures of the foliation were very <br />moderately open to open with slightly rough to rough surfaces and were highly <br />weathered. <br />Small blocks may form in this area due to the orientation of the highwall and joint sets of the <br />rock. In addition, due to the fractured nature of the rock and highwall weathering, raveling of <br />small to medium sized rocks can also be expected. These rocks resulting from block <br />formation and raveling are anticipated to be limited in size, and should be retained on the <br />bench below the highwall and only cause local operational delays. <br />Figures 9, 10, and 11 show the photo documentary of Haul Road Highwall 7260 — 7175. <br />3.3.5 Haul Road Highwall 7170 — 7125 <br />The Haul Road Highwall 7170 — 7125 scanline is approximately 215 feet long and divided <br />into three distinct sections. The overall trend of the Haul Road Highwall 7170 — 7125 in all <br />sections is approximately 020 (north 20 degrees east). <br />• Sta. 0 +00 to 0 +80 was not mappable due to overburden, mine waste, and/or <br />rockfall obscuring the wall. However, it is assumed the highwall conditions are <br />similar to adjacent observable /mappable sections. <br />• Sta. 0 +80 to 1 +40 consisted of primarily of granitic and biotitic gneiss with minor, <br />localized pegmatite intrusions. At Sta. 1 +40, a 5 foot wide mafic intrusion was <br />visible. Rocks observed within the highwall typically exhibited medium high to <br />high compressive strength (estimated) and very poor quality RQD. Two primary <br />joint sets were evident. The first set exhibited a strike ranging around 195 degrees <br />with dips ranging around 88 degrees. The spacing between of these joints varied, <br />but was typically moderate. The persistence of the joints was also widely variable, <br />but ranged from low to medium. Apertures of the joints were moderately open to <br />tight with slightly rough to rough surfaces and were moderately to slightly <br />weathered. The second primary joint set exhibited a strike ranging around 295 <br />degrees with dips ranging around 65 degrees. This joint set had similar properties <br />to primary joint set 1— very poor quality RQD, wide to moderately spaced joints, <br />GEI Consultants, Inc. 14 January 2014 <br />2013 Morrison Quarry Annual Report <br />
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