2014-01-06_REVISION - M2000041

• Permit No: M2000041
• IBM Index Class Name: REVISION
• Doc Date: 1/6/2014
• Doc Name: Response to Adequacy of October 7, 2013 AM01
• From: Environmental Alternatives, Inc
• To: DRMS
• Type & Sequence: AM1
• Email Name: TC1
• Media Type: D
• Archive: No

32 THEORY �y
Figure 3.7 (a) Hydraulic conductivity estimates for dense soils.
Courtesy Moretrench.
Figure 3.7 (b) Hydraulic conductivity estimates for soils with 50%
relative density. Courtesy Moretrench.
U.S. standard sieve numbers
10 3040 60 200
4
2
10
8
6
E
4
0 2
8
6
4
104
8
6
4
2
x
8 �^
6
4
a
2
102
8
6
2
4 2 8 6 1 4 2 8 6 4 2
1.0 0.5 0.25 0.1 0.05 0.01
D50 Grain size (mm)
Coarse i Medium ! Fine Silt or clay
6
4
2
m _
E10
8
6
4
.Y
2
104
8
6
4
2
(a)
U.S. standard sieve numbers
10 30 40 60 200
—
-
—
i Dense
soils
'
t !
relative
!
I
I
7•
P
-COI
i
i
V
1
C'
I i ,
F
- -- — I�
!
4
—� --
i
—
104
8
6
4
2
x
8 �^
6
4
a
2
102
8
6
2
4 2 8 6 1 4 2 8 6 4 2
1.0 0.5 0.25 0.1 0.05 0.01
D50 Grain size (mm)
Coarse i Medium ! Fine Silt or clay
6
4
2
m _
E10
8
6
4
.Y
2
104
8
6
4
2
(a)
U.S. standard sieve numbers
10 30 40 60 200
104
8
6
4
2
x
103
8 g
v
6
4
2
102
8
4 2 8 6 4 2 8 6 4 2
1.0 0.5 0. 5 0.1 0. 5 0.0t
D50 Grain size (mm)
1
Coarse I Mediu Son I Fine_ - —� Silt or clay
(b)
—
—
50X
density
relative
!
I
I
7•
—
3y
I
i
i
F
104
8
6
4
2
x
103
8 g
v
6
4
2
102
8
4 2 8 6 4 2 8 6 4 2
1.0 0.5 0. 5 0.1 0. 5 0.0t
D50 Grain size (mm)
1
Coarse I Mediu Son I Fine_ - —� Silt or clay
(b)