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2008-04-30_REPORT - M1973021 (3)
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2008-04-30_REPORT - M1973021 (3)
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Last modified
8/24/2016 3:28:56 PM
Creation date
5/8/2008 8:30:55 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
REPORT
Doc Date
4/30/2008
Doc Name
Geotechnical Addendum/ 2007 Annual Report
From
Tetra Tech
To
DRMS
Permit Index Doc Type
Annual Reclamation Report
Media Type
D
Archive
No
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Stations 0+75 through 1+40 consisted of massive biotite gneiss. The foliation strike in <br />this area varies due to the anticlinal/synclinal nature of the gneiss and ranges from 190 <br />to 210 degrees with dips of 25 to 35 degrees, parallel or slightly out of the face. <br />Foliation spacing averages approximately 12 inches and foliation apertures were <br />closed and rough. The primary joint set strike ranges from 225 to 245 degrees and <br />generally dips from 78 to 87 degrees. The secondary joint set strike ranges from 134 to <br />143 degrees and generally dips 74 to 81 degrees. Joint set spacing averages <br />approximately 15 to 21 inches and joint apertures were generally closed and slightly <br />rough to rough. <br /> ~ Stations 1+40 through 1+90 consisted of mixed granitic and biotite gneiss. Foliation <br /> strike in this area ranges 188 to 197 degrees and dip values range from 40 to 50 <br /> degrees parallel or slightly out of the face. Foliation averages 12 inch spacing with <br />• moderately open, slightly rough faces. The primary joint set strike ranges from 43 to <br /> 52 and generally dips from 85 degrees to near vertical. The secondary joint set <br />• exhibits a strike of 310 to 320 degrees with dips of 75 to 85 degrees. The spacing of <br /> both the joint sets averaged approximately 9 to 12 inches and joint apertures were <br /> moderately open with slightly rough faces. <br />Stations 1+90 through 2+OS consisted of a shear zone containing highly weathered <br />biotite gneiss and biotite schist. Foliation and joint orientations were indistinct due to <br />the very close spacing of joints combined with the disintegrated nature of the zone. <br />The rock displays moderate iron staining and the area is inferred to be disintegrated <br />due to a combination of weathering and local shear. Blocks observed in this area were <br />generally less than 6 inches diameter due to the disintegrated nature of the rock and <br />the tight joint spacing. Raveling from this zone is anticipated to cause only minor <br />safety hazards or local. operational delays. <br />Stations 2+OS through 4+10 consisted of massive biotite gneiss with <br />anticlinaUsynclinal features with an average approximate wavelength of 25 to 40 feet. <br />The foliation strike ranges from 185 to 195 degrees and dips range from 12 to 22 <br />degrees generally exiting the highwall, with average spacing of 24 inches and smooth, <br />wavy apertures that are generally closed. The primary joint set strike ranges from 230 <br />to 240 degrees and generally dips from 75 to 85 degrees. The secondary joint set <br />exhibits a strike of 92 to 113 degrees with dips of 65 to 72 degrees. The spacing of <br />joint set 1 averaged 9 inches and the spacing of joint set 2 averaged 100 inches. Both <br />joint sets exhibited moderately open to closed, slightly rough faces. <br />Stations 4+10 to 5+60 consisted of a shear zone consisting of biotite gneiss and biotite <br />schist. Foliation and joint orientations were indistinct due to the very close spacing of <br />joints combined with the disintegrated nature of the zone. The rock displays very little <br />iron staining and the area is inferred to be disintegrated due to local shear. This shear <br />feature is observed to be persistent as a near vertical zone of grey rock present on the <br />northeast wall of the quarry for approximately 160 feet. Blocks observed in this area <br />were generally less than 6 inches diameter due to the disintegrated nature of the rock <br />and the tight joint spacing. Raveling from this zone is anticipated to cause only minor <br />safety hazards or local operational delays. <br />-4- <br />F:\3919 038\Annual_Report_2007\Geotech_Addcndum_2007Wnnual_Report_2007_Geotcch.doc Apri12008 <br />
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