2015-01-22_PERMIT FILE - C1996083A ‎(5)‎

• Permit No: C1996083A
• IBM Index Class Name: Permit File
• Doc Date: 1/22/2015
• Doc Name: CMWB Final Design, WESTEC Report, June 1996
• Section_Exhibit Name: Volume IV Coal Mine Waste Bank Final Design for the mine
• Media Type: D
• Archive: Yes

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rtvDROMETER ANA~VSIS SIEVE ANALYSIS
25 eR. 1 HR TIME READINGS u.5. Si:,nD;,RD SERIES CLEAR SQUARE Ox NWGJ
aS MIN. tSMw. OOMW.wMIN.dMM 1Mw '200 '100 'S0'aD'2J 't0 't0'B 'd JIB' ]le' rh' J' S'!'B'

00 _. _ _. ... _.__.. _ _ __- .. .. -t0
BO __... . ...._.___. __. _-_._ __ __._- .. _- .-.
70 ... - _ - ..._. __.- ...... _._ __ ._~.___.'.....___. __... __._ _... ._ . _.__. _ .. __ __. .. __ .._-. JO
O o
H ~ _ -_. _____ ___ ___ _ _- _.__..._. _ _ ._._ _..- _ -. __ ___ ___ _.._ _.. _..__d0 i
i -
c
S0 ._.___-._ -____._~___-__--.._- - -- _. -~...- _ .. .. .__. _.._..___._-- ___ _-._~0
z 4
~___-__ _--__~____ _ --- .__. _._- _-_.- -_-_5p
JO -_-.___ .-___ __-__ . _ _-._--_ -_ . _ - ____. ______- -_- --70
20. ____.___-_- . -.__ .Bp
10 .-.__ _.__1_.-.________.__ __-_-'__ .._ ___.-_.___.__.. -_- __'~
0 _-.__ __.._.._.~-__-.- .-~.-__.__-_.- __.._ ______.... ._______~ _-___-100
.001 002 005 .009 .010 OJ7 OIa 1do 207 io0 t tv 2 0 2 JB a 70 0.52 i9 1 ]! t ]!.2 127 200
0 d2 t52
D~AMEiER OF PAR-QE'N MILLIMETERS
Y
C A
%
SiIC
70 SI
SiIC
T
O SA7.D GRAVEL
(
L
LA
I
(N
N
L/
)
A FINE MEDIUM COARSE FINE COARSE COBBLES
Sample of SAND. CLAY, GRAVELLY
From B-3, N0. 2 FROM 9.0 TO 10.5 FEET
GRAVEL 18 =/,
SILTu CLAY 39
PLASTICITY INDEX

HvDROMETER ANAlv515 SIEVE ANAw515
25 HR 7 HR ^ME READINGS U.S. BiAND:.7J SERIES C;EAR SQUARE OPEN.NGS
dS MIN. t S M:N. !0 >.nN. tG MW dMIN. tNUN. '200 't00 '50':0"0 't! ' 10'9 'a Jta' lid' rp' J' S'!' B'
100 - - - - - __ .. 0
v0 _. __ __-__.._____ .-.~_ _-.__ _._ __-___ __ _'_..____ _._... ._...... -... _ _ _-t0
ao --- - - - -._-----~-- -----~-----~ ~----~- ------ -~._---- - -- ~ - ~---.._.----- ~-----xD

~ o

Q ~
i 50 __ - _ . _ _ __. _. ...._...__.._ .. _._._ _. _..._ _ .____ -.-.___ _._._...__ _ ._ _ _ _ __ - _ . .. _ __... ~.__ .50 r
w
Z
___ --._ ._ __ - - __.. ..... .. -...._ __ _ .... ._. _ _ -. .. ____.. .~- -_. !0
JO -.. __ .. _..__ __ ___...__ ._ .... .__... _. - ___ -.___-_ __ _ __ _.._ _.__ -. _ .._-70
20 ____.... ._ _ .-__-_.__... _ _ _ _ _ _ -.. _._ __.. _.._ _._ .___._ _- ._. I_.'BO
t0 .. .. . _ _ .. . '..._ 00
~ tW
OOt 002 COS .009 AtC OJ7 Old +co .297 Soo ito 2.02.Ja alb o52 t9t 36.t IS2 t2] 200
O.e2 t52
OU:.t EiER OF PARfiC'.E ': ailU.`.:-E.S
Y P
70 SI
sr
T
P "~'U GRAVEL
q
L
(NCN~
CU
LgS
C;
Pv FWE `.:EONM COARSE FINE COARS° COBBLES
Sample Of SAND, CLAY , GRAVEL
From B-3, NO. 3 FROM 19.0 TO 20.5 FEET
JOB r10. 23,705
GRPVEL 26 ~;
SILT b. CLAY 37 %
PLASiICRY INDEX _
SAND 43 %b
U9UID UMR -°6
sar:D 37 so
U9l:~D DMIT =
- %
Gradation
Tes# Results FIG. 2