PERMFILE111467

• Permit No: C1996084
• IBM Index Class Name: Permit File
• Doc Date: 7/5/2002
• Section_Exhibit Name: Exhibit 13 Fill Stability Report 1
• Media Type: D
• Archive: No

TABLE B - I
j`~~IIB~T/3 ~p~ I°
SUMMARY OF LABORATORY TEST RESULTS
•
•
INDEX PROPERTIES DIRECT SHEAR
PROCTOR (ASTM D698) PEAK RESIDUAL
TEST
PIT DEPTH

FEET SAMPLE
TYPE SOIL
DESCRIPTION SOIL
GROUP WATER
CONTENT
(%) DRY
DENSITY
PCF) LIOUID
LIMIT
(%) PLASTICITY
INDEX
(%) GRAVEL

%) SAND

(%) SILT AND
CLAY
%) MAX DRY
DENSITY
(PCF) OPTIMUM
MOISTURE
(%) SAMPLE
TYPE FRICTION
ANGLE
(DEGREES)
COHESION
PSF) FRICTION
ANGLE
(DEGREES
COHESION
(PSF)
STABILITY ANALYSIS -RECLAIMED PORTAL AREAS, CTLlT JOB NO. 25,863
R-1 BULK CLAY, SANDY, BROWN CL COLLUVIAL 4.9 32 17 0 23 77 ~
P-3 BULK SAND, CLAYEY (SC) ALLUVIAL 0.9 29 14 14
P-3 BULK SHALE BEDROCK BEDROCK 6.2 38 17 100
R-1 BULK CLAY, VERY SANDY (CL/SC) "SPOIL" 5.6 34 18 2 46 54 112.5 16.0 85% OF 0698 29 600 28 400
95% OF D698 27 1000 26 700
P-3 BULK GRAVEL, CLAYEY, SANDY (GC) "SPOIL" 8.7 37 19 51 11 38 112.5 15.5 85% OF D698 31 800 31 500
95% OF D698 31 1200 32 600

STABILITY ANALYSIS -SMALL SEDIMENTATION EMBANKMENTS, CTUT JOB NO. 26,559
TP-1 3 LINER SAND, VERY CLAYEY (SC) ALLUVIAL 11.3 105 28 14 41
TP-2 5 LINER CLAY, VERY SANDY (CL) ALLUVIAL 9.5 93 33 15 52
TP-3 3 LINER CLAY, VERY SANDY (CL) ALLUVIAL 12.2 99 55
TP-0 2 BULK CLAY, VERY SANDY CL) ALLUVIAL 8.8 35 17 64
4 BULK CLAY, VERY SANDY (CL) ALLWIAL 7.1 27 12 53
7 BULK GRAVEL, SILTY GM) ALLUVIAL 8.5 59 27 14 130.0 8.0
TP-5 5 BULK CLAY, VERY SANDY (CL) ALLUVIAL 5.2 27 11 54 113.5 14.0
TP-8 2.5 BULK CLAY, VERY SANDY CL ALLUVIAL 13.7 36 20 58 '

COMBINED CLAYS CLAY, VERY SANDY (CL) ALLUVIAL 31 14 57 112.0 14.5 95% OF D698 19 920 21 490

EXCESS SPOIL -PHASE 1, CTUT JOB NO. 32,611
RB-1 BULK GRAVEL, CLAYEY (GC) "SPOIL" 11.8 36 17 48 6 46 118.0 14.0 70% OF D698 35 100
90% OF 0698 30 400
RB-2 BULK GRAVEL, CLAYEY GC "SPOIL" 8.0 29 13 54 18 28 117.5 13.0 70%OF 0698 28 300
90% OF D698 28 400
RB-3 OUTCROP SANDSTONE BEDROCK SLAKE DURABILITY=96%AND98%(ASTMD-4644)
L.A. ABRASION = 30% LOSS (ASTM C-535)
CPT-1 4 LINER CLAY, VERY SANDY (Cl) ALLUVIAL 5.0 88 25 9 50 75°J° OF D698 28 200
4 BULK CLAY, VERY SANDY (CL) ALLUVIAL 2.4 27 11 0 35 65 116.0 13.0
CPT-2 20 BULK GRAVEL, COBBLE, CLAYEY GC) ALLUVIAL 7.4 62 15 23
CPT-3 4 BULK CLAY, SANDY CL COLLUVIAL 21.3 31 14 0 20 80
9 LINER CLAY, SANDY CL) COLLUVIAL 11.6 90 29 10 5 17 78 75% OF 0698 26 300
TP-6A 1.5 LINER CLAY, SANDY CL) ALLUVIAL 10.9 34 18 3 22 75
6-9 BULK SAND, CLAYEY (SC) ALLUVIAL 5.1 31 16 40 113.5 15.5 90% OF D698 36 70 36 500
TP-7A 1 LINER CLAY, SANDY (CL) COLLUVIAL 15.1 103 43 24 67
2.5 LINER CLAY. SANDY (CL) COLLUVIAL 15.4 107 49 30 88 I
3 BULK CLAY, VERY SANDY (CL) COLLUVIAL 32 16
6-8 BULK SHALE, DARK BROWN BEDROCK 10.4 45 27 0 11 89
TP-78 2.5 LINER CLAY, SLIGHTLY SANDY (CL) COLLUVIAL 14.2 105 49 30 97
TP-7C 0.5 BULK SAND, CLAYEY (SC COLLUVIAL 41 24 42
3 BULK SAND, CLAYEY SC) COLLUVIAL 31 16 18 37 45
TP-9A 2 BULK GRAVEL, VERY CLAYEY, SANDY (GC) ALLUVIAL 5.2 30 13 30 25 45 120.5 12.5
TP-9B 1 LINER CLAY, SANDY CL COLLUVIAL 21.8 100 43 24 BO ,

JOB NO. 32,611
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