2009-12-21_REVISION - M1980244 ‎(43)‎

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 12/21/2009
• Doc Name: QA Liner Recert- App. A, Phase IVa and IVc Certification Documentation
• From: CC&V
• To: DRMS
• Type & Sequence: AM9
• Media Type: D
• Archive: No

TABLE 1
•
•
E
SUMMARY OF EARTHWORKS MATERIAL SPECIFICATIONS
Notes: Point Load Tensile Strength> 300 psi for the underdrain fill
NP = Not plastic
N/A — Not applicable
Golder Associates 003 - '203.7
August 2002
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Plasticity
Permeability
Grain Size Distribution
Sieve
Percent
Index
(cm /sec)
Sire _
Possin
ll
NP
N/A
12"
100
No. 200
0-6
Structural Fill
F(LDr)
N/A
N/A
3"
100
ill
NP
N/A
314"
100
3/8"
40 -70
No.4
5 -50
No. 40
0 -20
No. 200
0-10
Structural Fill
30 maximum
N/A
24"
100
SF
No. 200
0 -25
Soil Liner Fill
10 minimum
I z 10�
2"
100
SL
No. 200
15 -50
Drain Cover Fill
NP
N/A
1 -1/2"
100
(DCF)
3/4"
70 -100
No.4
5 -50
No. 200
0 -8
Coarse Shaft Backfill
20 maximum
N/A
12"
100
CSB
No. 200
0 -IS
Fine Shaft Backfill
5 maximum
N/A
2"
100
(FSB)
3/4"
70 -100
No. 40
20 -50
No. 200
2 -15
Pipe Bedding Material
5 maximum
N/A
2"
100
(PBM)
No.4
30 -100
No. 200
5 -20
Granular Filter Material
N/A
N/A
3"
100
(GFM)
2"
75 -100
No 200
0 -15
Notes: Point Load Tensile Strength> 300 psi for the underdrain fill
NP = Not plastic
N/A — Not applicable
Golder Associates 003 - '203.7
August 2002
e'ONID)`n1OTCaWp�iYaTJW\TI WTMIEI