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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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Template:
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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Average rock strength estimated using the RMR values indicate rock of very poor to fair <br />quality at higher elevations and rock of poor to fair strength at lower elevations. Detailed <br />RMR bench data are included in Appendix A. Scanline descriptions are presented in right <br />hand rule below. <br />3.3.1 Bench 7550 <br />The Bench 7550 scanline is approximately 200 feet long. The trend of the scanline is <br />approximately 015 (north 15 degrees east). The bench is broken into two distinct sections at <br />Station (Sta.) 1 +20. The 7550 highwall has been reclaimed, and thus is unmappable. <br />• Sta. 0+00 to Sta. 1 +20 — Reclamation includes the placement of topsoil over waste <br />rock. <br />• Sta. 1 +20 to the end at Sta. 2 +00 — Reclamation includes the placement of waste <br />rock. No topsoil is present. <br />A photo documentary of Bench 7550 is presented in Figure 5. <br />3.3.2 Bench 7470 <br />The Bench 7470 scanline is approximately 230 feet long and divided into three distinct <br />sections. <br />Sta. 0 +00 to 0 +80 consisted of primarily of granitic rock with localized gnessic <br />pockets. Rocks observed within the highwall typically exhibited high compressive <br />strength (estimated) and poor quality RQD. The trend of the highwall was 015 <br />(north 15 degrees east). Two primary joint sets were evident. The first set exhibited <br />a strike ranging from 340 degrees to 0 degrees with dips ranging from 45 to 65 <br />degrees. The spacing between of these joints varied, but was typically moderate to <br />wide. The persistence of the joints was also widely variable, but ranged from low <br />to medium. Apertures of the joints were tight to open with slightly rough to rough <br />surfaces and were slightly weathered. The second primary joint set exhibited a <br />strike ranging from 30 degrees to 210 degrees with dips ranging from 80 degrees <br />to 90 degrees. This joint set had similar properties to primary joint set 1— wide to <br />moderately spaced joints, low to medium persistence, tight to open joint apertures, <br />and slightly rough to rough rock surfaces. <br />Two secondary joint sets were present within the 7470 highwall from Sta. 0 +00 to <br />0 +80. The first set exhibited a strike ranging from 155 degrees to 170 degrees with <br />dips ranging from 45 to 65 degrees. The spacing between of these joints varied, but <br />was moderate to close. The persistence of the joints was also widely variable but <br />was typically low. Apertures of the joints were moderately open to tight with <br />slightly rough to rough faces and were slightly weathered. The second set <br />exhibited a strike ranging from 125 degrees to 130 degrees with dips of <br />approximately 35 degrees. The spacing between of these joints was variable, but <br />GEI Consultants, Inc. 8 January 2014 <br />2013 Morrison Quarry Annual Report <br />
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