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2016-12-19_REVISION - M1980244 (2)
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2016-12-19_REVISION - M1980244 (2)
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Entry Properties
Last modified
12/22/2016 11:28:00 AM
Creation date
12/22/2016 11:12:37 AM
Metadata
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Template:
DRMS Permit Index
Permit No
M1980244
IBM Index Class Name
Revision
Doc Date
12/19/2016
Doc Name
Responses to DRMS ECOSA Stability Review Comments
From
Newmont / CC&V
To
DRMS
Type & Sequence
AM11
Email Name
TC1
AME
ERR
Media Type
D
Archive
No
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The USCS classification pertains only to the portion of sample passing the 3" sieve per ASTM D2487.Tested By: JDH Checked By: JDB <br />Particle Size Distribution Report ASTM D422 <br />PERCENT FINER0 <br />10 <br />20 <br />30 <br />40 <br />50 <br />60 <br />70 <br />80 <br />90 <br />100 <br />GRAIN SIZE - mm. <br />0.0010.010.1110100 <br />% +3"Coarse <br />% Gravel <br />Fine Coarse Medium <br />% Sand <br />Fine Silt <br />% Fines <br />Clay <br />28.1 28.7 10.8 5.2 9.8 8.7 8.76 in.3 in.2 in.1½ in.1 in.¾ in.½ in.3/8 in.#4#10#20#30#40#60#100#140#200SIEVE PERCENT SPEC. <br />*PASS? <br />SIZE FINER PERCENT (X=NO) <br />Soil Description <br />Atterberg Limits <br />Coefficients <br />Classification <br />Remarks <br />Sample No.: Source of Sample:Date: <br />Location:Elev./Depth: <br />Client: <br />Project: <br />Project No:Figure <br />silty gravel with sand <br />6 <br />3 <br />2 <br />1.5 <br />1 <br />.75 <br />.5 <br />.375 <br />#4 <br />#10 <br />#20 <br />#40 <br />#60 <br />#100 <br />#200 <br />100.0 <br />71.9 <br />58.7 <br />52.6 <br />46.3 <br />43.2 <br />39.8 <br />37.6 <br />32.4 <br />27.2 <br />21.7 <br />17.4 <br />14.4 <br />11.7 <br />8.7 <br />18 21 3 <br />119.9680 106.2335 53.3954 <br />32.7570 3.2342 0.2787 <br />0.1027 519.90 1.91 <br />GM A-1-a <br />8/4/16 <br />Colluvium (Bulk Sample) <br />Newfields <br />East Cresson Overburden Storage Area (ECOSA) <br />DV108-305/05 <br />PL= LL= PI= <br />D90= D85= D60= <br />D50= D30= D15= <br />D10= Cu= Cc= <br />USCS= AASHTO= <br />*(no specification provided)
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