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2015-01-16_REPORT - C1996083
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2015-01-16_REPORT - C1996083
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Entry Properties
Last modified
8/24/2016 5:56:40 PM
Creation date
1/23/2015 1:07:15 PM
Metadata
Fields
Template:
DRMS Permit Index
Permit No
C1996083
IBM Index Class Name
Report
Doc Date
1/16/2015
Doc Name
4th Quarter 2014 Waste bank Inspection Report (Emailed)
From
J.E. Stover & Associates, Inc
To
DRMS
Permit Index Doc Type
Waste Pile/Fill Report
Email Name
SLB
DIH
Media Type
D
Archive
No
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11iiddleston- Bem-Eneinecring&Testinn.LL{. GRAIN SIZE DISTRIBUTION <br />640111iite Avenue. Unit 13 <br />z Gr-alid A111Ctian. CO 81 501 <br />970 - 255.5005 <br />970 - 255 -6818 <br />CLIE=NT Bowie Resources, LLC PROJECT NAME Bowie Mine 92 <br />PROJECT NUMBER 00489 -0003 PROJECT LOCATION Paonia CO <br />U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER <br />100 <br />95 <br />90 <br />85 <br />80 <br />75 <br />70 <br />H <br />65 <br />0 60 <br />w <br />> 55 <br />m <br />rY <br />w 50 <br />z <br />LL <br />F-- 45 <br />z <br />uj <br />40 <br />fy <br />w <br />a <br />35 <br />30 <br />25 <br />20 <br />15 <br />10 <br />5 <br />0 <br />�� ZIfL• = 1I�IT1: =1 i =1�: � U� L � l •741 <ctli SI 1.711•l1 � lI l l � C 1//41111 <br />�uuu® u�,■ uuuo r�u ■uuuu■ ®uuuuu�u�i■ ®u■■uuuuurrru <br />100 10 1 0.1 0.01 0.001 <br />GRAIN SIZE IN MILLIMETERS <br />Y <br />COBBLES <br />GRAVEL <br />I SAND <br />SILT OR CLAY <br />PI <br />coarse <br />I fine <br />1coarsel medium <br />I fine <br />Y <br />Specimen Identification <br />Classification <br />LL <br />PL <br />PI <br />Cc <br />Cu <br />• <br />Gob #2 8112114 <br />CLAYEY GRAVEL with SAND(GC) <br />34 <br />20 <br />14 <br />X <br />Gob #2 Initial <br />SILTY SAND with GRAVEL(SM) <br />34 <br />25 <br />9 <br />O <br />!3 <br />J <br />Specimen Identification <br />u <br />D100 <br />D60 <br />D30 <br />D10 <br />%Gravel <br />%Sand <br />%Silt <br />%Clay <br />• <br />Gob #2 8112114 <br />1 50 <br />4.712 <br />39.9 <br />25.0. <br />35.1 <br />} x <br />Gob #2 Initial <br />1 25 <br />114 <br />21.9 <br />43.8 <br />34.3 <br />Y <br />
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