2023-04-19_PERMIT FILE - C1981010 ‎(97)‎

• Permit No: C1981010
• IBM Index Class Name: Permit File
• Doc Date: 4/19/2023
• Doc Name: pages 4-1 to 4-100
• Section_Exhibit Name: 4.0 Protection of the Environmental & Public Resources
• Media Type: D
• Archive: No

L.:J C.::1 l..:_:1 t�_..1. I�� C;::.� �:.:::3 I�::." `_} f...� ilt:3 �� �••-,3 V L_� L,. -.i
TABLE 4.3-11. PERMEABILITY COEFFICIENTS OF
POTENTIAL CRAIG FLY ASH/BOTTOM
ASH/GYPSL)M/LIME MIXTURES'
Composition of PCC Waste Solids
Craig Craig Dry Lima Weight Ratio Scrubber No. of Permeability Coefficient
Batch Ply Ash Bottom Ash Sludge Addition 2. of 1120 to Dry Liquid Observe- Min. Max. Av Deviation
/ Z Z S Z Solids Composition done cm/ucc x 10�•
1
80
20
0
0
.20
high TDS
13
11
73
49
23
2
60
15
25
0
.20
high TDS
12
98
122
113
8
3
40
10
50
0
.20
High TDS
14
42
105
89
16
6
80
20
0
0
.20
Low TDS
11
30
101
49
19
5
60
15
25
0
.20
Low TDS
12
36
64
46
9
6
40
10
50
0
.20
Low TDS
13
23
57
46
8
r
i 7
80
20
0
0
.25
Low TDS
14
58
272
152
56
F 8
80
20
0
0
.15
Low TDS
5
10
30
20
7
9
60
15
25
2
.20
Low TDS
7
7
17
12
3
10
20
5-
75
0
.20
Low TDS
13
54
77
65
5
11
80
20
0
0
.20
Tap Water
11
3
45
12
12
12
60
15
25
0
.20
Tap Water
13
127
161
144
11
13
100
0
0
0
.20
Low TDS
3
8
11
30
--
li
100
0
0
2
.20
Low TDS
3
6
8
7
--
15
100
0
0
2
.15
Low TDS
3
28
32
30
--
'Theme mixtures were used at least 28 days before testing for permeability.
r Lice addition of 2Z l0 2 grams of hydrated lime per 100 grins of dry PCC waste solids.