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2019-12-13_REVISION - M1980244 (58)
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2019-12-13_REVISION - M1980244 (58)
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Entry Properties
Last modified
1/6/2025 8:08:29 AM
Creation date
12/16/2019 1:10:51 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
12/13/2019
Doc Name Note
Appendix 1
Doc Name
Request For Amendment To Permit
From
CC&V
To
DRMS
Type & Sequence
AM13
Email Name
TC1
MAC
BFB
ERR
JPL
Media Type
D
Archive
No
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BH-02 <br /> NewFields PAGE 1 OF 1 <br /> CLIENT Cripple Creek&Victor Gold Mining Company PROJECT NAME Squaw Gulch VLF2 Phase 3 Geotechnical Investigation <br /> PROJECT NUMBER 475.0106.033 PROJECT LOCATION Cripple Creek,CO <br /> DATE STARTED 7/24/19 COMPLETED 7/24/19 GROUND ELEVATION 10212.3 ft HOLE SIZE 5.5 in <br /> DRILLING CONTRACTOR Authentic Drilling Company COORDINATES(Local Mine Coordinate System): <br /> DRILLING METHOD 5.5 in O.D.Odex NORTHING 57576.58 EASTING 37398.28 <br /> LOGGED BY N Owens CHECKED BY M Walden DEPTH TO WATER(FT BGS) No freewater encountered <br /> NOTES Backfilled with Cuttings <br /> ATTERBER <br /> LIMITS <br /> (D Zp _U }0_ CO LU 0_U Of } W 0 U Y <br /> z H� F _ =C7 Hm �ZD �w �Z F Q Z Lu Q <br /> CD j w a-p MATERIAL DESCRIPTION 0 z Q p U W F- U w <br /> U J 0 �Z mOUZ WZ OZ �� F-0 U o o W <br /> m W Q �` gp JJ JZ o 0 <br /> M O � 0 <br /> 0 <br /> clayey GRAVEL(GC)with sandangular,fine to <br /> z medium grained sand,low plasticity,moist,light brown In lay down yard <br /> 0 <br /> a 10210 <br /> c� <br /> w SS 18-18-12 12 <br /> > (30) <br /> z <br /> w <br /> 5 <br /> LL poorly graded GRAVEL(GP)with sandangular,fine to 14-18-11 <br /> c °�° medium grained sand,moist,gray SS (29) 12 <br /> 0 0 � <br /> 0 10205 Q <br /> w <br /> O ° o <br /> 13-16-8 <br /> � op SS (24) 10 <br /> 10 <br /> w poorly graded GRAVEL(GP-GC)with clay and sand 5-8-43 Drilled through <br /> 0 angular,medium to coarse grained sand,low plasticity, SS (51) 14 8.2 50.2 40.4 9.4 boulder from 11 <br /> 0 o moist,light brown to 14 ft depth <br /> a 10200 <br /> 0 0 <br /> w <br /> a 15 0 <br /> N poorly graded GRAVEL(GP)with sandangular,fine to 9-13-8 <br /> > °�° medium grained sand,moist,gray SS (21) 8 <br /> � o � <br /> 10195 Q <br /> o Qa 0 ° <br /> U <br /> w <br /> 0 20 0 0 <br /> g poorly graded GRAVEL(GP-GC)with clay and sand 8-9-21 <br /> a o SS ( ) 10 7.1 61.331.2 7.5 <br /> angular,medium to coarse grained sand,low plasticity, 30 <br /> 0 o moist,light brown <br /> 10190 <br /> ° 0 <br /> v <br /> N <br /> 0 0 <br /> 0 25 <br /> a o SS 6-7� 8 <br /> J 0 1) <br /> 0 <br /> Bottom of Borehole at 26.5'. <br /> z <br /> z <br /> (7 <br /> W <br /> z <br /> S <br /> L <br /> m <br /> 2 <br /> U <br /> w <br /> H <br /> w <br /> w <br /> I <br /> z <br />
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