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2023-10-31_REVISION - M1973021 (24)
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2023-10-31_REVISION - M1973021 (24)
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Entry Properties
Last modified
11/1/2023 10:10:06 AM
Creation date
11/1/2023 9:29:22 AM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1973021
IBM Index Class Name
Revision
Doc Date
10/31/2023
Doc Name Note
Attachment A - Rule 6.5 Geotech Stability Exhibit - App A Subsurface Expl Findings 1 of 7
Doc Name
Request for Technical Revision
From
Holcim - WCR, Inc.
To
DRMS
Type & Sequence
TR9
Media Type
D
Archive
No
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0 , PROJECT: Morrison South Quarry LOG OF BORING LH-6 <br /> Exploration <br /> GE1 Consultants <br /> PROJECT NO. SHEET 3 OF 5 <br /> Location South quarry Date(s) Drilling Bearing <br /> N 1653806.834 E 3083434.757 Drilled 9/13/2005 - 10/12/2005 Contractor Spectrum Drilling (Azimuth) NA <br /> Ground Surface 6731.14 NAVD88 Logged J. O'Brian Drill Rig CME 75 Plunge <br /> Elevation(ft) � by Type (Degrees) 90 <br /> Borehole Fluid Depth(ft) NA Reviewed K. Pease Core HQ Total 195.0 <br /> and(Date Measured) by Diameter(in) Depth(ft) <br /> CORING (SEE LEGEND) <br /> n n° rn <br /> = MATERIAL CO <br /> oco <br /> m DESCRIPTION <br /> U N i O U) <br /> O � Iq a) N E E . 0_' O tl5 C C J > a) <br /> LLl Z N 0_' 0_ O a) N d O O �O .�. <br /> N O 3 a) a) - O 0 O N N_ N_ U <br /> 0 Z 0 0 d J 0 Z J � 2 0 d' rL 0 0 0 <br /> 80 <br /> C-18 5.0 5.0 0.7 14 - - - NA 100 14 = <br /> 1' Quartz.Soft to moderately hard;moderately weathered;near vertical; <br /> very close to close joints,rough joints,no staining,moderately to <br /> C-19 3.0 1.5 0.3 12 NA 50 10 extremely fractured. I <br /> I <br /> I <br /> -, Granite.Soft to moderately hard;gray to red-gray;slightly to <br /> 85 C-20 2.0 2.0 0.5 20 NA 100 25 \= moderately weathered;near horizontal,close to very close joints,rough <br /> _ joints,no staining. <br /> (i As above except quartz lease from approx.88.6-89.3 ft.;from 90.7- <br /> 91 ft.completely weathered weathered granite. <br /> I <br /> C-21 5.0 3.9 0.3 10 NA 78 6 <br /> 90 = <br /> %. No Recovery <br /> C-22 4.0 0.0 0 15 NA 0 0 < <br /> 95 - 1 <br /> Quartz.Soft to moderately hard;moderately to highly weathered;gray <br /> red;close,tight to open,rough,horizontal joints at 2-3"spacing. D <br /> J <br /> C-23 5.0 1.75 0 4 NA 35 0 <br /> I <br /> I <br /> 100 <br /> As above except close,tight to open,vertical joints at 3-5"spacing. <br /> I <br /> 102 ft:Granitic Gneiss.Soft;moderately weathered;gray-black. <br /> C-24 5.0 2.75 0 7 - - - NA 55 0 = Y I <br /> 103 ft:As above except completely weathered;clay infill. <br /> - I <br /> 105 <br /> Granitic Gneiss.Soft to moderately hard;moderately to highly <br /> weathered;dark gray red;close to very close,open,rough,low angle <br /> joints at 1-3"spacing;quartz lease 105.3-106 ft. <br /> C-25 5.0 2.7 0 10 NA 54 0 = <br /> = I <br /> = I <br /> 110 <br /> As above. <br /> 110.5-114.5 ft:Vertical to high angle tight planar joint with calcite <br /> infill,oxidation staining,slickenside striations approx.35'to 45'from <br /> horizontal. <br /> C-26 5.0 5.0 0 10 NA 100 0 111 ft:Schist.Moderately hard;moderately weathered;dark green to <br /> dark gray;close to very close,open,rough,low angle joints at 14" <br /> = spacing. <br /> 112 ft:Granitic Gneiss.Soft to moderately hard;moderately to highly o <br /> 115 weathered;dark green-gray;close to very close,tight,rough,low angle N <br /> joints at 14"spacing. <br /> Quartz.Moderately hard;moderately weathered;gray-green to red; <br /> close,open,rough,low angle joints;occasional high angle,open,rough <br /> C-27 5.0 4.2 0 9 NA 84 0 ' 'joints. <br /> I <br /> I <br /> I <br /> 120 <br />
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