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2012-11-06_REVISION - C1982057 (6)
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2012-11-06_REVISION - C1982057 (6)
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Last modified
8/24/2016 5:10:23 PM
Creation date
11/8/2012 9:56:51 AM
Metadata
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Template:
DRMS Permit Index
Permit No
C1982057
IBM Index Class Name
REVISION
Doc Date
11/6/2012
Doc Name
Proposed, Attachment 20-D
From
Seneca Coal Company
To
DRMS
Type & Sequence
TR79
Email Name
JLE
SB1
Media Type
D
Archive
No
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Test <br />No. <br />Location <br />Pond 16A Backfill <br />Depth <br />Elev. <br />Proctor <br />No. <br />Dry <br />Density <br />(pcf) <br />Water <br />Content <br />( %) <br />Actual <br />Compaction <br />Required <br />Compaction <br />57 <br />150' North and 40' East of <br />6' BTE <br />3 <br />101.7 <br />19.0 <br />97 <br />95 <br />South Edge of Pond 16A <br />2P <br />112.4 <br />14.0 <br />Slightly Sandy Clay with Bedrock <br />Embankment <br />Fragments <br />3P <br />104.8 <br />58 <br />200' North and 40' East of <br />6' BTE <br />2 <br />109.2 <br />15.2 <br />97 <br />95 <br />South Edge of Pond 16A <br />Embankment <br />59 <br />120' South and 35' East of <br />3' BTE <br />3 <br />103.9 <br />17.8 <br />99 <br />95 <br />North Edge of Pond 16A <br />Embankment <br />60 <br />40' South and 45' East of North <br />2' BTE <br />3 <br />106.8 <br />16.9 <br />100+ <br />95 <br />Edge of Pond 16A <br />Embankment <br />61 <br />150' North and 100' East of <br />5' BTE <br />3 <br />101.3 <br />21.7 <br />97 <br />95 <br />South Edge of Pond 16A <br />Embankment <br />62 <br />205' North and 100' East of <br />5' BTE <br />3 <br />106.3 <br />16.3 <br />100+ <br />95 <br />South Edge of Pond 16A <br />Embankment <br />63 <br />125' South and 105' East of <br />2 1/2' <br />3 <br />105.8 <br />16.5 <br />100+ <br />95 <br />North Edge of Pond 16A <br />BTE <br />Embankment <br />64 <br />45' South and 100' East of <br />1' BTE <br />3 <br />105.1 <br />19.4 <br />100+ <br />95 <br />North Edge of Pond 16A <br />Embankment <br />No. <br />Maximum <br />Dry <br />Density <br />Optimum <br />Moisture <br />Content <br />Relative <br />Density <br />Minimum <br />Relative Density <br />Maximum <br />Density (pcf) <br />Soil Type <br />(pcf) <br />( %) <br />Density (pcf) <br />1P <br />104.5 <br />19.4 <br />Clay <br />2P <br />112.4 <br />14.0 <br />Slightly Sandy Clay with Bedrock <br />Fragments <br />3P <br />104.8 <br />18.4 <br />Weathered Claystone <br />Comments: <br />Project: Pond 16 Area <br />Remediation <br />BFG= Below Subgrade Grade <br />BTE= Below Top of Embankment <br />SG= Subgrade Grade <br />COMPACTION TEST RESULTS <br />Project No.: 08 - 8099 <br />Report No.: 12 <br />PROCTOR DATA <br />NWC= Northwest Corner <br />BFG= Below Finished Grade <br />NEC= Northeast Corner <br />Date: 10/13/11 <br />
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