2012-11-06_REVISION - C1982057 ‎(6)‎

• 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
• Email Name: SB1
• Media Type: D
• Archive: No

Test
No.
Location
Pond 16A Backfill
Depth
Elev.
Proctor
No.
Dry
Density
(pcf)
Water
Content
( %)
Actual
Compaction
Required
Compaction
12
150' S and 30' E of North Edge
of Pond 16A Embankment
9' BSG
3
103.6
20.5
99
95
13
150' S and 65' E of North Edge
of Pond 16A Embankment
8' BSG
3
101.9
20.1
97
95
14
150' S and 105' E of North
7 1/2'
3
105.3
18.4
100+
95
14.0
Edge of Pond 16A
BSG
Slightly Sandy Clay with Bedrock
Embankment
3P
104.8
18.4
Weatherd Claystone
15
75' S and 25' E. of North Edge
of Pond 16A Embankment
6 1/2'
BFG
3
101.1
20.7
96
95
16
70' S and 115' E of North Edge
of Pond 16A Embankment
6' BFG
3
105.8
19.0
97
95
17
70' S and 115' E of North Edge
of Pond 16A Embankment
5 1/2'
BFG
3
102.1
19.5
97
95
18
20' S and 30' E of North Edge of
3' BFG
3
99.6
20.7
95
95
Pond 16A Embankment
19
20' S and 70' E of North Edge of
4' BFG
3
102.9
19.9
98
95
Pond 16A Embankment
20
20' S and 105E of North Edge
of Pond 16A Embankment
3 1/2'
BFG
3
101.8
18.5
97
95
No.
Maximum
Optimum
Relative
Relative Density
Soil Type
Dry
Moisture
Density
Maximum
Density
Content
Minimum
Density (pcf)
(pcf)
( %)
Density (pcf)
1P
104.5
19.4
Clay
2P
112.4
14.0
Slightly Sandy Clay with Bedrock
Fragments
3P
104.8
18.4
Weatherd Claystone
Comments:
Project: Pond 16 Area
Remediation
BSG=
SG=
SBG=
BSBG=
BCG=
BBF=
BFG=
Below Subgrade Grade
Subgrade Grade
Subbase Grade
Below Subbase Grade
Base Course Grade
Below Bottom of Footing
Below Finished Grade
COMPACTION TEST RESULTS
Project No.: 08 - 8099
Report No.: 5
PROCTOR DATA
NWC=
NEC=
SWC=
SEC=
BFG=
FG=
Northwest Corner
Northeast Corner
Southwest Corner
Southeast Comer
Below Finished Grade
Footing Grade
Date: 09/15/11