DSHW-2024-008173

CORPOMTION
RCRA TACILITY IIWESTIGATION
VOLIJME ONE - B
TASK I: DESCRIPTION OF CURRENT CONDITIONS
April 1993
or{c
H
P
I
tr,
APPEI\DIX A
Monitor Well Suney Locations and Completion Diagrams
GREAT BASIN ENGINEERING, INC
Consulting Engineers
3544 Uncoln AYo., Suilo I I
P.O. Bor 9307
Ogdrn, Utoh ttl409
and Land Survcyors
Ogdcn (IOI) 39.{5I5
solr Loh (IOl ) 521-t529
FAX (rc|| 39'ir-75tL
February 15, 1990
christensen Boyle Revised March 12' 1990
ATTEIITI0I{: Jerry Riding
4446 l,lest 1730 South
Sa'lt Lake City, Utah 84130
I, GARY L. NE}IMAN, do hereby certify that I am a Registered Land
Surveyor, and that I hold Certificate No. 4778, as prescribed by the
Laws of the State of Utah, and I have made a survey of the location of
the existing monitoring we'l'ls at Thiokol, and that the following table
defines the horizontal location of the wells in relation to the Thiokol
Ground Grid (which is believed by many at Thiokol to be on State Plane
Datum), and the elevations on the top of the brass plate in each well
on Thiokol Elevation Datum.
IDENTIFICATION
POINT NORTH I NG EASTI NG ELEVAT I ON
A-1
A-2
A-3
A-4
A-5
A-6
A-7
A-8
A-9
A- 10
B-1
B-2
B-3
B-4
B-5
B-6
B-7
B-8
B-9
B- 10
c-1
c-2
c-3
c-4
c-5
c-6
c-7
c-8
494796. 3
494411 .7
494595. 3
493968. 7
49394 3 .2
494330. 5
493456.8
49?980. 5
494857.4
494462.8
492693. 1
492132.1
490397.9
4881 06 . 7
496283.4
494 125 .4
493055.5
495956.4
4941 65 . 1
492920. 0
493332.2
494555. 2
493240.4
494066. 7
491 971 .4
495689. 5
499 624 .0
495789.4
17 n5565. g
17 47292.0
17 46930. 3
17 461 44. 3
17 45706. 3
17 4401 5. 6
17 441 36. 1
17 44579. 8
17 44585. 5
17 47 859. 6
17 46395 . 3
1 745043 . I
17 44979. 3
17 44325 .0
17 43590. 5
17 42491 . 3
17 42690.0
17 41940. 0
1 746990. 1
1 746964. 0
17 45039. 7
17 45327 .g
17 45579. 5
17 46979 .1
17 44214 .4
17 44941 . g
17 42217 .3
17 43392 .0
4625.03
4 730. 49
4702.71
464 3.22
4619. 54
4492.05
4471 . 15
4496. 60
4509. g0
477?.43
4595 .22
4499. 31
461 0. 75
4 507 .?9
4429.09
4 367 .0?
4340.16
4363.72
4697.79 - Re-checked 3-9-!
4649. 05
4523.73
4594.56
4621 .6?
4714. 68
4449.47
4527 .A2
437 9. 73
4414.12
}TEMBET OF ATIERICAN SOCIETY OF CIVIL ENGINEERS ilElttEt oF urAH couNctt oF tANo survEYots
Chri stensen-Boyl e
IDENTIFICATION
POI NT
-?-February 15, 1990
Rev i sed l{arch 12, 1 990
EASTI NG ELEVAT I ON
D-1
D-2
D-3
D-4
D-5
D-6
I f you have
contact me.
DATE
NORTH I NG
494309. 7
494333.9
494 363 . 2
493911 .4
494154.7
4937 66.9
questi ons or
17 4694 ?.7
17 45699. 5
17 4501 7 .g
17 44664 .7
17 44536 . 5
17 45?61 .7
4696.93
4505.08
4553.87
4522.35
4524.26
4564.16
need additional i nformation, please
H)
GARY L.
NEW,VTAN
ah License No. 4778
utzoHHEI
F?A=oC)
h]}lEIB(9zHfroHHzoEofr
lHfiB1ul
IFTF.o>.
fr4=ElrU@oa
r{ETFl
tr
l(H
.A+,T{
Yot)rt
lHHac0rttraolt(,BoF{otr.a-+,&oa
oOH
too*
,
Hf
i
'
OB
tr
r\
roIoro
otroz
oa-L.oz
otroz
otro-3
otroz
otroz
oQoz
ln@F{IoroF{
otroz
HO
OF
{
{r
g
(t

c,
BH
(t
)<.a
r\or
r\oa
r\O.
|
Ntl
.

,
a
lr
)oF{
n\o
aoo\
ro\0
t
\ot\
or
sl
.
a
sl
.
ro
Nr0
a
lnor
orf
t
ador
F{
nl
sr
oooGI
@No
-r
ro$-
e
F{
O
F{
*
|o+
,
BO
tr
or
anNF{
oao(\
F{
oa@NF{
oaocr
l
F{
c)
aol
F{F{
Na
t\o
oa@NGI
oo
t\GI
(\
l
oa
\r
rnN
;
a
r\olo
tr
,{
O
F{
OOt
{
BO
ra
A1gr
A?
iE
Si
si
l
.F
t
FI
A?
c3
Fl

.
.F
t
FI
loOooQ
\
O\

F{
Cl
\
F
{
l,
'
:
cE
Ai
t!
\
'
l\
r
tr
NI^
r
,i
YHx
'.
t
Y
l-
t
t'
l

c1
R^
r
,i
y
:3
ss
f
aE+,T{
Ytro.;
{+,(,oF{E
T{

Ur
ot
r
.t
{
QOOf
i
,
E{

C)
\ooo
F{@fn-f
Ncr
)
onl
t\c/
)
sf
@\o
a
tnr\
fnsl
.
\oF{
ao\ocnsf
nno<.
cnsl
'
F{otNc/
l
c,
)sf
r.
{Fla
t\
\ocr
)
sl
.
\o?(\
l
\osf<.
@cr
)
a
l.
no\sf
sl
.
F{Na
F{
rOf.sl
.
9E=d8Ee6
\oFo
cot\
fnsf
o\0
oo\
\ocr
)
<r
.
of-
a
c/
)
t\cr
)
\r
o\o
o
t\ncn
-f
ooa
F{sf
cn\r
oto
oo\
(\
c/
)
\r
F{
\o
o
sl
.
\ocr
)sf
or0
ao\n<1
.
sf
n@a
sl
.Or
sf
sl
.
F{
fr
.
a@nr\sf
oo+,r,
.aH.r
{6HoooFl
It+,
tros!
.r
{Hots
a
H
UI
tr
.r
{+,o(,
BT
tnfn
o
roooliNsl
.Fi
F{
ot\
o
orctNtN$t\
t
r{
oo\a
F{
cr
)
t\
i
cr
)
sr
.
r\
t
F{
@@aocl
(\
t
t
sfsf
t\
t
F{
\0sl
.
a
or
cr
l@t
sf
sl
'F5
F{
cn
r0
o
c1NGIt
losl
.
t\
t
F{
F{oo
\oosf
tNsl
.
r\
t
F{
GI
\o
On\orO
t
<rsf
t\
L
r{
tr
lNo
rosf@t$sfFi
F{
(\
toa
\oF{n\
\osf
t\
t
F{
btr
.r
{E+,Hoz
oct
t
o@F{or
\
\o@rf
nt
r\
a
F{oo:
ln@rf
@\o
o
cn@1r
l
iN@$
a.
r
t
F{
aonl
t\
t
r{@sf
@ola
F{nlo\oo$
!So\oo\
cnNioorf
ooo
lr
l
F{r{
t
rf@$
nF{
a
rosfnisorf
o(\
a
(\
tN@i
\oosf
@Ora
r\
\oF{
\
r{orsf
H
F{
O
Fl
noe
BA
z
F{IEl
NIF]
fnIEl
rfIEI
roIF]
r0IEI
t\tEI
oI
fr
l
orIH
oF{IE]
*-
-
-
-
<-
lO
I5
iit
E
af,
!TI
E
COVER
VENTED
}YELL
SEAL
CONCBETE
8. STEEL CASING
DRIVEN IN PLACE
1. SCHEDULE 40
SOLID PVC WITH
FLUSH THREADED
JOINTS
BENTONITE
BENTONITE/CEMENT
SLURRY
7.-a 18. DIAMETER
BOREHOLE
SILICA SAND
o.o 10-o.o30 INcHES
1. SGHEDULE 40
PVC SCREEN
o.o 10 sLoT sIzE
PVC ENO PLUG
PUl,tP INTAKE: tqs n' (el 454I.55')
STATIc WATER LEVEL: 4568 ' 98'
LOCKING STEEL
model 2343?43116
3 phase, No. L7 -i559
scainless sE,e€1, No. 8532
6. STEEL PROTECTIVE
POSTS
GROUND
SURFACE
1 8 FEET
140 '
160 '
WELL D-1
WELL DESIGN DETAIL
(XOT TO SCALE)
E
a!-t;.7dI
Il,
E
e.E'r.a
t
fr
E
g
L
Afl
6J
. PUMP SPECIFICATIONS
M o t o r: Frankl in 1l< hp |LOv
7 2.'
132 '
Pump: GEqiDryS IS sEaB€,
-fll,il
H
LOCKING STEEL
TO
COVER
VENTED
WELL
SEAL
CONCBETE
8, STEEL CASING
ORIVEN IN PLACE
1. SCHEDULE 40
SOLID PVC WITH
FLUSH THREADED
JOINTS
BENTONITE
BENTONITE/CEMENT
SLURRY
T I? 1r'. DIAMETER
BOREHOLE
SILICA SANO0.010-o.o30 INCHES
1. SCHEDULE 40
PVC SCBEENo.oto sLoT srzE
PVC END PLUG
PuMP INTAK E: 340 ' ( eI 4264 - 7 5' )
430L.trz'
6, STEEL PROTECTIVE
POSTS
GROUND
SURFACE
:E
x
T
,!xr{
:l
,l
'gt
1E FEET.
62'
320'
325'.
345'
r.,a
il{
!!
T
,o
tI
STATIC WATER LEVEL:
PUMP SPECIFICATIONS
Motor. Fra@ hp |rl+Ov
Ilodel 2343243 1I5
3 phas€, No. 03- I 099
sE,alnless st,e€I , )[o. 8531
V/ELL D-2
WELL DESIGN DETAIL
(XOT TO SCALE)
Pump: GRW s E, aB€,
fi
tfl COVER
VENTEO
WELL
SEAL
8, STEEL CASING
DRIVEN IN PLACE
1. SCHEDULE 40
SOLID PVC WITH
FLUSH THREADED
JOINTS
BENTONITE
BENTONITE/CEMENT
SLURRY
7 -?7 8. DIAMETER
BOREHOLE
SILICA SANO
o.o 10-o.o30 INCHES
1. SCHEDULE 40
PVC SCREEN
o.o 10 sLoT stzE
PVC END PLUG
PUMP INTAKE:285' (eI 4268.42')
LOCKING ireeu
Yode1 334859925
3 phase, No. l2-LLg9
sE,ainLess sEeel, No. 8538
6, STEEL PROTECTIVE
POSTS
GROUND
SURFACE
1 8 FEET
232'.
265',
27 5'
295',
WELL D-3
WELL DESIGN DETAIL
(T.IOT TO SCALE)
no
!
ilJ
Ea
E
T
IO
t
Tt
eIit
STATIC WATER LEVEL:
PUMP SPECIFICATIONS
Motor: Franklin l).Irp 440v
4303. 5g'
Pums: GRUNDFOE 18 gtraB€,
E
ililp
I
I
T
E
!
E
I
LOCKING STEEL 6. STEEL PROTECTIVE
POSTS
GROUNO
SURFACE
212',
255',
250'
280'
COVER
VENTED
WELL
SEAL
CONCBETE
E, STEEL CASING
DRIVEN IN PLACE
1, SCHEDULE 40
SOLIO PVC WITH
FLUSH THREADED
JOINTS
BENTONITE
BENTONITE/CEMENT
SLURRY
T -; r g' DIAMETER
BOREHOLE
SILICA SAND
o.o 10-0.o30 INCHES
1. SCHEDULE 40
PVC SCREEN
O.O 1O SLOT SIZE
PVC END PLUG
PUIIP INTAK E: 27 5 ' ( el t+zt 6 . 86' )
STATTC ryATER LEVEL: 4303.51'
1 8 FEET
PU'TP SPECIFICATIONS Yode1 23tr32t 31 16
M o t or: Efankl in It hp LL9v 3 phas€. No. lI-1529
WELL D.4
WELL'DESIGN DETA]L
(T.IOT TO SCALE)
Pumg: ry sEaB€, sEainless stee1, No. 8538
LOCKING STEEL 8. STEEL PROTECTIVE
POSTS
GROUND
SURFACE
205'
256',
27 5'
295',
ro
COVER
VENTED
WELL
SEAL
CONURETE
8. STEEL CASSNG
DRIVEN IN PLACE
1. SCHEDULE 40
SOLID PVC WITH
FLUSH THREAOED
JOINTS
BENTONITE
BENTONITE/CEMENT
SLURRY
7 -:TT 8. OIAMETER
BOREHOLE
SILICA SAND
o.o 10-o.o30 INCHES
1. SCHEDULE 40
PVC SCREENo.oro sLoT stzE
PVC E?ID PLUG
PUMP INTAKE3 ',90' (el 42jiJ7 lL
STATTC ryATER LEyEL: 4 302 . 50'
E
I'e
E
T
I
E
18 FEET
TO
!
,T
rt
:Lf
a
r-,Ct
I
lO
Pump; GRUIIDFOS I8 sE,age, st,ainless sceel, No. 8536
PUMP SPECIFICATIONS llodel 33/.859925
M o I o r: Frankl in 1t hp 640v 3 phase, No. 04-LZL9
WELL D-5
WELL DESIGN DETAIL
(TtOT TO SCALE)
a
gp
I
T
tt
,
E
T
f,
T
o
LOCKING STEEL
COVER
g. STEEL PROTECTIVE
POSTS
GROUNO
SURFACE
35'
285'
290',
310 '
VENTED
WELL
SEAL
CONCBETE
8, STEEL CASING
DRIVEN IN PLACE
1. SCHEDULE 40
SOLID PVC WITH
FLUSH THREADED
JOINTS
BENTONITE
BENTONITE/CE}'ENT
SLURRY
t:i t E' DTAMETER.BOREHOLE
SILICA S AND
o.o 10-o.o30 INCHES
1. SCHEDULE 40
PVC SCREEN
o.o 10 sLoT stzE
PVC ENO PLUG
PUMP INTAK E: 300 . 0 ' (4253 . 65 ' )
STATIC WATER LEVEL:
PUITTP SPECIFICATIONS
4300.33'
1 E FEET.
lj
Mor or: Franklin lk hp 440v
Pump: GRUMFOS l8 scage,
Yodel ?3t 32tr 3 I 16
3 phase, No. I I -I 434
scainless sEe€1, No. 8538
WELL D-6 .
WELL DESIGN DETAIL
(ruOT TO SCALE)
g
3
T
T
LOGKING STEEL
COVER
6, STEEL PROTECTIVE
POSTS .
GROUNO
SURFACExoVENTED
WELL
SEAL
CONCFETE 1 8 FEET
I-{a
A. STEEL CASING
DRIVEN IN PLACE
1. SCHEDULE 40
SOLID PVC WITH
FLUSH THREADEO
JOINTS
BENTONITE
BENTONITE/CEMENT
SLURRY
7 -,7 1,,. OIAMETER
BOREHOLE
SILICA SAND
o.o 10-o.o30 lNcHEs
1. SCHEDULE 40
PVC SCREEN
o.o 10 sLoT stzE
PVC END PLUG
PUI.iP INTAKE: T1T
STATIC WATER LEVEL: Dry when measured
PUI'P SPECIFICATIONS
tJotor: N 1A
V/ELL S- 1
WELL DESIGN DETAIL
(HOT TO SCALE)
iO
I
II
o
I
Pums: N/A
I
I
Lo
!
I
I
I
I
I
s' DIA onuE cAglr{o
wtTt{ LocxNo rtEll cAP
a
C- gTEEL PEOTECTTYE
PC'E?I
r(D'
gTAD{I.E33
STEEL WEIJ.
SEAL
GROU}IO SURFACE
coilcnETE
FOHTLA}ID CEUEilT WTil
6.r BE}ITOTilTE
ffiEEilTOTTTE
+ttt Dt .IDB17
PVC WEtt CAgNe
ffiTH THNEADED JOOITS
7-7lt DIA BORET{CIIE
a' DIA. TYPE 31Gr
sct{EDIJLE 10 s.s. c^sDto
WTTH THBEADED JOOTTSi.
BEIITOIIITE PEUETB -
1O - 30 SEIrE Ef.tA SAIIO
4.-DIA TYPE 31G TUNE WOUIlo;
SC8EEil TYTIH O81O' OPE}In|ES
:
gTAil.ESI3STEELT
SOLE P|.1II WET.OED TO ECSEE}I EASE
t
Nortlrhgz t 9b.795.441
WELL A. 1
VI/EI ' DESIGN DETATL
OOT TO SCAI-E)
Eestttg: 1.745.565 .87:
I
I
tq
l-
It
l(o
t' DI^. DRIVE CASIIIO
GROUND SI'RFACE
CONC8ETE
PORTIJIIO CEIIE}IT W]TH
$T BEilTOXTTE
ffiBE}ITOilITE
bltt DIA 8DR17
FVC WEll CASrt€
WITH THNEAOED JO!{TS
7-7IT DIA BOREHOLE
1. DIA TY?E 31Gt
SCHEDIJI.E 10 S.,S. CAS!'IG
WITH THBEADED JOGITS
BENTOMTE PETIETS
lo - 30 sHE sl.rc^ 3Al@
4'olA Tt?E 31G rV'nE WOuITO
SCNEEI.I WTTH O.o 10, OPEilD{GS
ITTAIGESS STEEL CEXTBAL.EN
+?
SOLE ruT?E WEI.oED TO SCEEE}I IAEE
Nortthg: 4q4 . 410 . 7s ?
Eacthg : L,747,29-L.841
Stadc Wetcr Lavcl: 4560.52'
iubmcrglblc Pump ht8ks3 4545.88' ..
Bladdcr Prrmp Intaka: 4548.38'
IwIrH
EL 4730.3E-
WELL A-2
wFr t DESIGN DETAIL
fiOT TO SCAIEI
6'srEL PRoTEg?rv"E
POSTg .
LOCTnO WEL| CIP
I
I
rq
t
I
I
I
I
I
J
E'DIA DRnrE CAgtNG
TVTTH LOCI(I.|O WELL CAP
r'stEEL PnoTEcTIvE
FOSTS
EL 4702.56'
GROUND SURFACE\
coxcnETE
PORTIJ}ID CEXETT WIT}I
6T BEXTOiIITE
rcBE}TTO}ITTE
,,-tt?' DtA 8DR17
PVC WEII CASD{€
IY]TH.THNEADED JO!{TS
7-71E. DIA AOREHOLE
1. DIA TY?E 316t
SCHEDULE 10 S-S- CASTIG
WITH THREADED JOI'ITS
BET'ITO}IITE PEUETS
1O - 3O 8E1rE SL|CA SAI{D
4, DIA TYPE 31G WNE WOIJTTID
SCREEN Wrm o.oto', OPEXTXGS
STATIGESS STEEL CENTRATEEN
SOLE PL1TE WET.DED TO 8C8EE}' BASE
Northhg'.. 494 .594.331
Eagthg: 1.746.829.97r
;tatlc Watcr Lavcl: 0642.47 1
.rbmcrglblc .Pump hteka:
Bladdcr Pump htakc 4550.56'' '
WELL A-3
WFI I DESIGN DETAIL
(NOT TO SCALE)
ri
(o
GROUND SURFACE
\
CNAilULATED BEilTOilTTE
}-llt DIA SDRIT
PVC WElt CASDTO
W]TI{ THNEADED JOI{Tg
\7tE'Dr^. EOREHOT€
1'DIA TYPE 31Gr
scHEDUt€ ro g.s. c^sDto
W]TT{ THNE^DED JOI.ITS
BENTONITE PFr t ETS
lO - 3O SEt E SIJCA 8A]lD
1'DtA TYPE 31G WnE WOt llo
SCNEEX WITH O.OIO' OPEil}{gg
sTArfl€Ss gTEELCT
SOI€ PLATE WELDED ?O ICREE}I BASE
Norfihg: 493.967.821tlvtataltIa ---a--
Eactftg I 1 . 746 . 144 . 08 r
Statb Watr Lcvcl: 4300.02'
ubmcrslbb Pump htdrc: !273.5 I'
E, DIA ORIVE CASING
WTTH LOCI(D{G WELL CAP
EL 4643.01'
319 '
345'
WELL A-4
35 I'
358'
WB I DESIGN DETAIL
Bladder Pump htaks: 4276.01 r OOT TO SCALE)
E, DIA DR]VE CASnlO
WITH LOGII(DIO WELL CAP
G'sTEEL PRoTEcTIvE
PO3T3I
t
EL 46I
GROUXD SURFACE
I CONCRETE
PORTT-AT*ID CEMETTIT TYITH
5T BENTOilTTE
GRATIULATED BEilTO}IITE
3-llt DIA SDR17
PVC WEL' CASNg
WTTH THREADED JONTS
307 |
32 1r
p 7-718. DIA BOBEHOLE
1'DtA TYPE 316r
SCHEDULE 10 S.S. CASTIG
WITH TI{READED JONTS
BEXTONITE PELI ETS
1O - 3O SIWE SLEA SAIIO
1. DIA TYPE 31G WRE WOTNO
scnEEil wtTH O-o to' oPExo{Gs
STA T.ESS STEEL CENTBALEER
SOI€ PLATE WET'ED TO SCREE}I BASE
Northhg: 493.942.341
Easthg: 1.745.706.05'
Statlc Weter Lcvcl: 4302. 80'
iubmcrglblc Pumg ht8kaz !A8.78r '
327 |
WELL A-5
WETI DESIGN DETAIL
fior ro scAL.E)
347',
Blsddcr hlmp lntakc 4281 .28'
to
I
I
o
I
l(
T, DIf, DRIVE CASnl('
WTTH LOCKI}IG WEII CAP
6'grEEL PRoTEcrtvE
FOSTS
GROUI'ID SURFACE
CONCRETE
PORTLAND CEMET{T W]TT{gI BEXTOilTTE
ONAT.II,LATED BENTOI{]TE
4-r tt D|A.SOB17
PVC WEII, CAST|O
W]TI{ THBEADED JOI.I?s
7-7lE'OIA BOREHOT-E
1. DIA TY?E 31€t
SCHEDULE 10 S.S. CAST|G
WITH T}IREAOED JC'T{TS
BEilTOMTE F.,3r t ETS
1O - 3O SHE SL^EA SAIID
,.'DtA TYPE 31C WHE rYOUt@
SCREEN WTTH O.OIO' OPE}'r{gS
3TAM..E33 STEEL CErc
SOLE PTATE UfELDED TO SCNEE}I BASE
Nortlrhg z 494 .329 .621
Eagthg: 1 . 744 .0 [6 . 52 r
EL 4481.71 r
WELL A-6
WFI I DESIGN DETAIL
fioT TO SCAL-$ 'L
Statlc Watcr Lcvcl: 4?02.2a r
iubmcrslblc Pump' htakc : 4267 .ZU_:_r_
Blrddcr Rrni tmlis: "'Lz
I
I
t
-I
I
I
ro
E. DlA DRIVE CASD{G
WTTH LOCXr{G WEII CAP
150 '
152 |
160 r
209'
215 r
2221
242',
sOt-E PIITE WELOED TO SC8EEN BABE
-/
Northhg: 493 .435 .97'
Eaathg: 1.744. 135.94 r
Statlc Water Lcvcl: 4i0' 60?
Submcr:stblc Punrp lntak c: 4236.331
t Bladdcr Pump Intakc: tfl38.83'
Il.
I
I*.-
WETI A-7
WELL DESIGN DETAIL
OROUT'ID SURFAGE -
\
coilcnETE
PORTI-AIID CEITEXT wlTl{5r BEirTOilrE
ORATIULATED BE}ITONITE
4-1 tt DIA gDRl7 PVC IYEII
CASD{O WTTH THBEADED JC'OITS
7-7lA'DtA BOBEHOT€
r DlA STEEL CASD{O
1, DIA TYPE 3IG. SCHEDULE 10
S-S. CASnlO WrT1{ THREAOED JOHTS
BEXTOITIITE PETJ.ET9
STAT.ILESS STEEL rc
4, DIA TYPE 31G WRE WOUilD
SCREEX WITH O.O1O' OPEI.fD{gg
c-7tt Dt . BoBEltoLE
tr30 sHE sr-trA g^xo
(NOT TO SCALE)
I
I
lo
t
oI
I
I
GROUND STURFACE
J'OtA TYPE 3t6r
SCHEDUIJ IO S.S. CASnlG
E, DIA ORIVE CASINO
WITH LOCKTNO WELL CAP
L7 4'.
187'
194 I
WELL A-8
WFLL DESIGN DETAIL
(NOT TO SCAL-E)
CONCRETE
PORTLA}IO CEMETTTT WITH5I BENTONTTE
ORAT{ULATED BE}ITOT{]TE
TWO B^GS OF OROUT SEAL
4-1tt DtA 3DBr7
PYC WEII CASrllG
WTTH THREADED JOG{T8
7-71E. DIA. BOREHOLE
2L4l
WITH THREADED JONTS
BE}ITOT.IITE PELI€TS
10 - 30 sEvE sl-lcA sANo
.. DIA TYPE 316 WNE WOUNO
SCBEEX WITH O.OIO' OPENDIS9
a
STADILESS STEEL CErc
SOLE PTJTE WEI-DED TO SCREEil BASE
Northing: h92 .979 .7Ol
Eagtlng: L .7 44 .678 .42l
Statlc Watcr Lcvcl: 4302.61
iubmerulble Pump lntake: 4276.82
Bladdcr Pump lntakc: 4279.32
I
T
I
I
I
I
I
I
I
o
t, DIA DR]VE CASING
wlTH LocxNo wELt cAP
c'gTe. PRoTEcTIvE
PC'3T3
EL 4509.!1'
OBOUND SURFACE
\
ENANULATED IEilTOilITE
4-t lf Ol . EOR|T
PVC WELI CASNo
WTTH THREADED JOO{T8
7-7tg'Dt^. BoREHOI€
1' OtA TYPE StGr
ScHEDt LE ro 3,8. CASD{e
WITH THBEADED JOTITS
BE}ITOTIITE PELLFTg
to - 30 sEyE 3r.r^ sAilD
1'DtA TYPE 31C W,nE WOtJt@
scEEElt wtTH o-o ro', oPENItlBS
STATII€SS STEEL CEIITBAt-trEn
.sOLE ruTTE TY'EI.DED TO SCNEEN BASE
-l
196'
203'
209 I
216 '
236',
Northhg: 4q4 .856.54 |
Esgthg: I-744.586.21'
Statlc Watcr Lcvcl: 4302.71'
jubmeralblc Pump hteko: 4280.03r
WELL A-9
WEI.I DESIGN DETAIL
Bladdcr Pump heko: 4282.53'fiOT TO SCALE)
E
T
I
ro
IOI
E, DI^. OR'YE CASINO
WITH LOCXD{€ WELL CAP
G'gtEEL PRoTEcTIYE
POSTS
OROUND SURFACE
CONCRETE
PORTLAND CEMEI.IT WITH
5T BETTITOilTTE
CRAilULATED BEXTONITE
4-1 t2' DIA SDR17
PVC WELL CASr.lG
IYITH THREADED JOGTTS
7-71E. DIA BOREHC'T.E
1'DIA TYPE StGr
SCHEDUIJ 10 S.S. CASolG
W.[IH THREADED JOI.ITS
BEXTONTTE PETJ.ETS
10 - 30 sEyE stuc^ S^ilo
4'OtA TYPE 316 WnE WOlJtrlD
SCREEN WITH O.^o'O' OPENCIGS
STAI.IT.ESS STEEL CEXTNAT-trER
SOI€ PIJTE WELD€D TO SCREEil BASE
Northing: 394 ,46L.87'
Eastlng : I ,7 47 ,859 .47'b5Salll||o-lr-'t'
Statlc Water Level: 4560.63'
Submergible Pumg htakc: 4533.35 r
EL t 772. 35'
WELL A-1O
WFt I DESIGN DETAIL
(NOT TO SCALOBladder Purnp lntaks: 45 35 . 85 |
Ccopiec:-on R.eccro
Not to seaLe
-
Illeigh c of C'asing
Above Groun,j 2. g3
'avr'b't=]
li,E;IB' [-i=j
-L.
I.vrli
I;i S tain Ie s s S E,eeI tc
D\7f. ^errrrr'i ariiBackf j,11- ltjThickness lJIe6' I i
;.\
Baclcfill I{acerial
Ben sea I
Perforaced
SecEion
:
,-l.lrf
bl
=lrl\
Ben coni c
SeaI n, VA
a-J-'-!
Io ca1
Lengrh of
Casing
263 '
Dep ch of
Boring
262',
Llell or PlezomeEer I.D.:
Sice: ttl36
I
I
Sand
or
Grave1
Pack 56'
Perioraeion
Type
316 Stainless
IO'
Slot
I r iZL?.L FE.
- -i 7-7/gr,' 50.9 Ft.
t Screen
of SDR-17 PvC.
of Stainless SE,eel Casing
Dace Conpleced: 4 Aus. 1988
SHB Job No: 88ffi
t.'lb.-
Ground lJacer Elevasion:
ComenE,s:
227'.
,#r SEiGENT,
tr lil:":;'
n
+.,l''l
lol,' ,Hfri
of Cas ing 4.5r' I.3.
Cas ingr enP-'t ? Et\7r- e--
316 Stainless Stee.
4" , ScheCule IO
-
I
ToP
Cap 3.33 '
HAUSKINS & BECKWI]
'uJell or P:g3cmeE,er
Cornple gj.on rl,ecorci
Not to Sca1e
DiameE,er
Type of
of Casing 4'5" r'D'
Casing*
316 Stainless St,ee
4" , Schedule I0
Heigh E
Ab ove
T
Iof Cas:ng
Ground :. 5 'l-Y
1g'
YE
Backfill
fhickness
272'
a
I
lleigir c E,o
of Sur:acei
ToP
cap 3.0'
a--
)'firts
?
SEarnless Steel to
DIf6' Fltrn'i .a-
l',lsl-,j
Backfill t{acerial
-Ben sea I
I
I
I
Perforased
Secsion
To cal
Leng ch o f
Casing
334',3"
Depch of
Boring
331 .8 '
Sand
or
Grave1
Pack 47 .8'.
PerforaEion
TYPe
316 SEainless
10'
SIOt
, , t283.5 Pt.
? r-f-7-7/9,' 40.I Ft.
Casing
SDR-I7 PvC Casinq
Stainless Steel Sc=een t
F'tb-IJe!1
Qi ra.g-Lrb.
or PiezomeE,er!tt36 '
I.D.:
Dac,e
SHB
Conrpleced: t 1 $:gjggeJob No: 6ffi
--Ground Hacer Elevacion: 284
ComnenBs:
-l-,l-r QEI/?3ttr L, ^, f 6)rrrr r^
iE-- CI ;-=33liie,:3f
CompIec,:,on B.eec=A
Noc to scale
T
IHeighE of Cirsing
Above Ground3 - 17
l-
Diamecer
fype of
ToP
caP
Backfill Macerj'al
Ben sea 1
I
I
I
Perforaced
Secrion
&
of Casing 4'5" r'D'
Cas ing, enp- J a DlTa E
316 SEainIess St
4", Schedule I0
To cal
Leng ch o f
Cas :'ng
373.5'
-Perf orar,ion
TyPe3I5 Stainless
10,'
Slot
18'
-t-
Backf ill
fhickness
306'
-
Benconige
SeaI ,,Depch of
Boring
377',
Sand
or
Gravel
Pack 51'
I t 62.8' 315 Stainless SEeeI Sc=een t
Casing
310.7 SDR-I7 PVC
Daee Complec,ed: 18 Aug 1988
SEB -)JOb NO: irtrE,-tttJY
I,ffiI SESGENT, HAUSKINS & 3EC}fl
-'l -,Lf/ |. - , -+-"--
c3tJeIl
Qira.U-bb.
or PlezomeE,er I. D . :
!rI36
Ground $Jas,er
Comrengs:
? ?rJ.i
Elevacj'on: ?2? r
- CorrpLecicn Re$rd,
Not tro Sc.rle
Diamete= of Casing 4'5" I'D'
slpe c=- Casi.llg re-=.-: ? =r/C i
4" I.D. , Scheoule
I0, 315 Sta:.nless
QFaa J
-bb--
Stainless' Steel
to PtTC Corrpler
Baekfill
ltaterial
Benseal
casing aboye_
ccund I 3'o
rfiBoring Secsion !< T)Deerh 2?1 '-_ I i*Diameffil'{T-r <
9
--fa
-
I
Height of
{Y
firl
Ihickness
Heignt to top Iof surjace cap - Z. S '
Cenent & Grout
L7'
Dept}i of
Boring
424'.ngth
g
f
"{.Ll<.r--)
Tota1 Le
38. s, 316 ir.ir,r"=3f .t=lt422''
-
4 5-8C sieve
Stee1, 4"
Schedule :0l
26.2'
sand rsell-lJ--l:- ca sing
Perforated
Sbction
-'20'
Fil1
Dace
SHB
Perforation
Q6re.316 Stainless
Steel, 4n
-Schedule I0 Sc=e
0.01O.' SIot
-Sand Uix Due Eo Slough.
Piezometer
!{I3 6
Sand or
Pack
I.D.: e4
4',{F 6"
a'l 1 ,rrtb-rr- Y-
Li,e:
Compleced: I Seor. 1988
Job No. Eg8-2039
Ground i.tater El,evaElorl :236'
CcrnnenEs:, 363 ,4 ,
59.6 '
Sc=een
SDR-I7 PvC Casing"
316 SEai,nless S EeeL 4"
t Casing
Scheoule I0
-l -
-
^a-a-A-l ,.t . t a. ,s...r.A . --s,rrtt,
tlelL or P:.ezomeEer
Couplect on Recorci
Noc to scale '
tf ffi:":;"::,iii'H'#'
t{--r 316 SEainless S t,e
I I 4" , schedure to
T T:TiHeighc of cLrins ll ll nergirJ E'o ?oP
.1..1
.:l:il
.'Lt'l
lu€f
;;il-c;;";;;::ll ll oriu,:acecaP 3'
ouE r*ii lli.r )ffiss_*Hl ffil.l !.yi.l KT.;
-
l-i tli Sc,arniess Scee: tro
l>t lrl -Ptrfi ^nrrnlar
Backrill l'il lVrhickness |tj--+f iI2o' l:l ll-'f Backf ilt Macerial
i i : Ee:===l
-l-
Y
-\
Benc,onir,e
Seal 1 t
TosaI
Lengch of
Casing
1?1 E I
La -. -
Dep ch of
Bo ring
169'
Sand
or
Gravel
Pack ,ol
-J
I
I
I
Perf orac,ed
Secc,ion
Perf oraE:,on
tyPe
315 SEainless
I0"
Slot
Y t I29 .82'.
4I. 58 ',
Casing
SDR-I7 p\rc Casing
316 SEaiilless St,ee1 Sc=een &
tJell
Sice:
or PiegomeE,er I.D.:
MI36
c5
Ground l.Jaser Elevacion :
ComaenE,s:
Dac,e CorryIeced: 2 Au{988-
SHB Job tlo, E8ffiL42,.'
-l-,ffir SESGENT, HAUSKINS & BE:(w
-lrtf l
I z/ a? l. C;yr.: rG ,.QA,a"'' "M"'
tJeiL or F:,ezcne33r
Compleg,:.on Reccri
Not to Scale of Casing 4'5" r'D'
Casingr enR-l? errn c
316 SEainless Ste
4n , Schedule l0
-
I
DiameE,er
Iype of
o
?---
Backf i.11
Thickness
224'.
-
I
I
tieigh E Eo
of Suriace
l
ToP
Cap 3-o''-
fl>i
lFf
f .1,
Stainless Steel to
D!.l? lerrrn i a-
Depch of
Borulg
275',
Baclcfi-Ll llacerial
I
I
I
Perforaced
Secsion
4
Toual
Leng ch o i
Casing
273.5'
Sand
or
Gravel
Pack 31'
Perforarion
TyPe
316 SEain1ess
10"
Slot
C5
r I iZLZ.4'
--I
r 7 -7 /gr, ' 6l.I'
SDR-17 PVC
316 SEainless SEeel
Dace Cornp rer,ed : ro A"!-r988
SIIB Job No: 88ffi
TJeII
SiE,e:
or P:,ezoneE,er I.D-:
r{I36
Ground [.lac,er Elevacion ! 2'tc t
ComenE,s:
-l -rffir
ol tl ir
,l / tEl l,
SERGENT, HAUSKINS & BECKWI'
rr€-- u; i -3,:,3n9:3r
complec:6n Reccrd
Not, to Scgletrn
DiarneE,er of Casing
Tvoe of CasLEIEr enEr-'i ? EtrF tr
316 Stainless St
4", Schedule I0
-':t-Iof Casing
Groung 3-5'
I
IHelghc Eo ToP
of Suriace CaPi -
I
Heighc
Ab ove
Groug
Backf i.11
Thickness
56.5'
Ben goni,ce
SeaI 2 ' o'
-D
-.I-a
Sand
or
Gravel
Pack 29 ,-4'
7,Bi$-
.?
Stainless SE,eei to
gr 7F F.rr: n 'i a-
Dep ch of
Boring
L07. 9'
Backfill Hacerial
Ben sea 1
I
I
I
Perf oraE,ed
SecE,ion
4
To cal
Lengch of
Cas ing
I07 .9'
Perf oraE,ion
TyPe
316 Stainless
lo"
Slot
Y
i
?r-7/l
2.5' slough.t 67 .8' SDR-17 PVC
4I. O' 316 Stainless SEeel Sc=een t
Casingor PiezoneEer I. D . :
uI36
CII'Iell
Sice:DaE,e Conpleced t 15 JulY 1988
SI1B Job ito, E8ffiGround l.jaE,er
ConnenEs:
El,evac,ion 3 Fl t
SESGENT, HAUSKINS A AECKW
' Erl,lrcaOitO*r JIllll/r.E'll-r o tt!!!!!
afE/IIfa.5a|l.lr? | .,, -a
_t_
-E
fls. JAt-rWBit
.I)
-I
Compf ecaon
Not to
R.ec3 r3
ScaLe
DiameEer of Casing 4'5" r'D'
Type of Casingt
316 SEainless Ste
4" , Schedule I0
rT
I
Hergirc o f Casing
Ab ove Grounci 2 . S'l--v
ZNCemenc Grouc
20'
-
--
Backf ill
Thickness
73 .5'
--
ABenEonise
Seal 2'
Dep ch of
Boring
r31 '
or
Gravel
Pack 35.5'
ToP
Cap
I
?
Starnless Steel to
,tr- l.^rrn'i ar
o
Backf itl !{acerial
Ben seal
I
I
I
Perioraced
Secsion
4
To cal
Lengch of
Casing
I33 .5 '-
. Perforacion
TyPe
316 SEainless
I0"
STOt
Y
'!rO, q r
JaoJ
41.0'
Casing
SDR-I7 PvC Casing
316 Stainless Steel Sc=een &
t{e!1
Ci ra.y-bb.
or Pi,ezoneE,er I.D.:
!{136 Dace Corqoleged , 23 JUIY 1988
SnB Job tlot 88ffiGrounci l.lac,er Elevagion: 111 |
CommenE,s:
(D
.I-D
.D
-.---
a-
a-(-)
-a
r-
a-
l1-_
-Jt 7-7 /8"
rg'
-
-:-
BackfilL
Thickness
117'
Ben E,onic e
Sea
Backfill !{arerial
Elan eaa 'i
I
I
I
I
Perf ora E,ed
Secrion
&
4.5', :.D.
To c,al
Lengc,lr of
Cas ingI82'
Compieclon ilec3ro
Noc tc scaie
top
caP
tt-n
DiameE,er of Casing
Type of Casing*
316 Stainless Sie
4" , Schecule l0
?r4
Heigir c
Ab r:ve -
I
o f Cas ing
GrounC 2.5
Depch of
Borj,ng
181'
tJell or PiesoneEer I.D.:
Qira. MI36U-bb.
Sand
or
Gravel
Pack 4l'
Ii_
Perf orac,ion
TyPe, 316 SEainless
10.,
Slot
Zt Siought t2L.5' SDR-I7 PvC Casing
60 .5 ' 3 !6 Stainless Steel Sc=een t
Casing
I rx r
A lj-pa: 31 arra;.ia*r. L/3-Grounci lJar,er Elevagion :
Conplec,ed: 7 S.Pt Iffi
Job No: E8ffiDac,e
SEB
o
I--SESGENT. HAUSKINS A EECKWI
gl,tloaotto-Er a,,fI|',.
EIl. nJETIJEI
IIEIfEII r Etl ll o Bl \.A CrF ' G ?lDo S'E
l__ _Jt 7-7/9"
Comnenc,s:
tml-ilali
Well Completion Record
Not to Scolc
o 32E',
Ccme nt/Bcntonite
Grout l EThick
Minimum
SDR-17 H/C Cosing
(4.5 lnch ID) I
Benseol Bockfill
Vorioblc Thickness
Stoinless Stccl
To H/C Couplcr
316 Stoinless Steel
Blonk, 4 lnch lD, 19' 6.5" Long
70 Mesh Sond
Grovcl Pock
0.01 To 0.03 lnch Sond
316 Stoinlcss Screen
0.010 lnch Slot, 20' Long
F E,,;
M-136 Wcll
RGURE
B-1
1
282',
327',
2361
266
Well Casing: ScE€€o-
Blank-
Screen
Stainless Steel Blank
Sch. 40 PVC Blank
FIGURE 2
Well ComPletion, B-2
l0r T.5"
60 I
193 '
Cement Grour
Granular Benronite
PVC Casing
- Stainless Steel Caslng
; Statlc Water Level
Sand Pack
lg'
L
Cement Grout
sand Pack
-
Cement Grout
-
Sand Pack
2" DiameEer 3I6 Stainless Steel
Zn Diameter 315 Stainless Steel and
AB
10t 2.5"
40 I
tg0r
Sch.
l0 |
201
195 I
40 PVC
C
1.5"
2L2l
2501 L2lt_
Well Completion Record
Not to Scolc
Ceme nl/Bcntonite
Grout 18'Thick
Minimum
SDR-17 PVC Cosing
(4.5 lnch lD) '
Benscol BocHill
Vorioblc Thickness
Stoinless Steel
To PVC Coupler
316 Stoinless Steel
Blonk, 4 Inch lD, 19' 6.5" Long
70 Mcsh Sond
Grovel Pock
0.01 To 0.03 lnch Sond
516 Stoinl€ss Screen
0.010 lnch SloL 20' Long
FE";
M-156 Well B-3
RGURE 3
296',
347',
Well Completion Record
Not to Scolc
237',
I
Ccmc nl/Bantonitc
Grout l EThick
Minimum
SDR-I7 FryC Cosing
(4.5 tnch lD) I
Benseol Bockfill
Vorioblc Thickness
Stoinlcss Stcel
To H/C Coupler
316 Stoinlcss Stecl
Blonk, + lnch lD, 19' 6.5" Long
70 Mcsh Sond
Grovcl Pock
0.01 To 0.05 Inch Sond
516 Stoinless Scrcen
0.010 lnch Slo! 20' Long
l* E";
M-156 Wcll B-4
RGURE 4
192',*
236',r
t Approximots Voluc
Well Completion Record
Not to Scole
1 30',
Ccme nl/Bcntonitc
Grout 1E'Thick
Minimum
SDR-17 ryC Cosing
(4.5 lnch lD) I
Benscql Bockfill
Vorioble Thickness
Stoinlcss Stcel
To FryC Couplcr
516 Stoinlcss Stccl
Blonk, + lnch lD, 19' 6.5" Long
70 Mesh Sond
Grovel Pock
0.01 To 0.03 lnch Sond
316 Stoinless Screen
0.010 lnch Slot, 20' Long
176'.
F E"-l
M-l56 Wcll B-5
RGURE 5
1 E0'
o Well Completion Record
Not to Scolc
Cemc nl/Bcntonite
Grout l EThick
Minimum
SDR-17 ryC Cosing
(4.5 lnch lD) '
Bcnscol Bockfill
Vorioblc Thicknegs
Stoinlcss Stcel
To F/C Couplcr
516 Stoinl€ss Stccl
Blonk, 4 Inch ID, 19' 6.5" Long
70 Mcsh Sond
Grovcl Pock
0.01 To 0.03 lnch Sond
316 Stoinl€ss Screen
0.010 lnch SloL 20' Long
F E";
M-136 Wcll 8-6
RGURE 6
127',
123'
Well Completion Record
Not to Scolc
1E'I Ccmc nl/Bcntonitc
Grout 1E'Thick
Minimum
SDR-17 FVC Cosing
(4.5 lnch lD) '
Bcnseol Bockfill
Vorioble Thicknesg
Stoinlcss Stcel
To FVC Couplcr
316 StoinlGss Stccl
Blonk, 4 lnch ID, 19'
70 Mcsh Sond
Grovcl Pock
0.01 To 0.03 lnch Sond
316 StoinlGss Scrcen
0.010 lnch Slo! 20' Long
l
97'
50'
I
Long
z'.I
25',
b E";
M-136 Wcll B-7
FIGURE 7
Well Completion Record
Not to Scole
1E'
I
65',r
z'.T
I
25',t
Ccmc nl/Bcntonitc
Grout 18'Thick
Minimum
SDR-17 F/C Cosing
(4.5 lnch lD) '
Benscol Bockfill
Vorioblc Thicknesg
Stoinlcss Stecl
To H/C Coupler
316 Stoinless Steel
Blonk, 4 lnch ID, 19' 6.5" Long
70 Mssh Sond
Grovcl Pock
0.01 To 0.03 lnch Sond
516 Stoinless Screen
0.010 lnch Slo! 20' Long
f E";
M-156 Well B-E
RGURE E . Approximote Voluc
Well Completion Record
Not to Scqle
Ccme nl/Bentonitc
Grout 1E'Thick
Minimum
SDR-I7
(+.5 lnch
ryC Cosing
tD)
Bcnscol Bockfill
Vorioblc Thickness
Stoinlesg Steel
To ryC Couplcr
516 Stoinless Steel
Blonk, 4 lnch lD, 19'
70 Mesh Sond
Grovcl Pock
0.01 To 0.03 lnch Sond
516 Stoinless Scrccn
0.010 lnch Slot 10' Long
Long
l* E";
M-136 Wcll B-9
RGURE 9
1 1E',
1 55',
1 55',
Well Completion Record
Not to Scolc
E" lD Stecl Cosing
6" ID Stccl Cosing
Ccme nl/Bcntonitc
Grout l8'l"hick
Minimum
SDR-17 F/C Cosing
(4.5 lnch lD)
Bcnscol Bockfill
Vorioblc Thicknesg
Stoinlcss Stecl
To ryC Couplcr
316 Stoinless Steel
Blonk, 4 lnch Iq 4Ao 6.5" Long
70 Mcsh Sond
Grovel Pock
0.01 To 0.05 lnch Sond
316 Stoinlcss Scrscn
0.010 lnch Slot 10' Long
l* E";
M-l56 Wcll B-10
RGURE 10
77'.
I
I
u_
i*J
a
:
:o
't
I)
l
l
l
_]
'1
t
I
aJ
1o
:1
)
i,J
I
-J
Lr
I
i
i
I
,
:I
.
i
L --t
rl
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
Boring/Well Numben E-l
BoringfA/ell Location: 486,918.30 N 1 ,742,206.35 E
Project Number: 5402-90
Reference Elevation (ft): €81 .1
Reference Point: Well cap
Date Drilled: 7 /1 /90
Logged By: M. Egan
Drilling Contracton Zmmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 99.TT
Date Measured: 11 /27 /90
Boring Depth (ft): 125.9 Well Depth (ft): 128.28
Boring Diameter (in): 8.0
aooJ
g
o.eb
.Ua
.c,
C'
5
t
@\o3o
.D
Ae
o.o.v
<E
CI\E
(f
.={-.c, o{-Oo.ILocl
,oo
o
.c,+--J
LITHOLOGIC DESCRI PTION
AND OBSERVAT1ONS
WELL
CONSTRUCTION
=5
25
5
10
15
20
25
30
3It
/tO
/$5
eleyey sandy silt; light brown, low plasticrty, poorly sorted
sands, organics present (roots etc.), occassional gravel, <200
- 70Yo
Locked, steel
protective casing at
surface
ldeal Type 1 & ll Lo.'v
Alkali Portland
Cernent
Benseal Bentonite
Grout
4' Fluslr thread,
Pl/C, SDR 17, N'
sections 0'to 85.08'
BGS
es Sifty sandy clay; light brown, low to rnedium plasticrty, poorly
sorted sands, organics present, <2O0 - ffio/o
Clayey sandy silt; light brown; low plasticfiy, medium graded
sands, rare gravel, <200 - 70lo
Silty, sandy, clay; light brown, some Fe ox staining around
sand grains, medium plastictty, rnedium+oarse Sand, <200
7lYo
Oayey sandy gravelly silt; Ilght bronq Fe ox stained, low
plaitiCrty silty Ctay zones,rrith minor gravel interbeds, silty sand
interbeds, greenish brown.
{
-a
Fa
,-
--
il
EXPLORATION GoL
Drilling Contracton Zmmerman
Drilling Method: Cable tool
WELL
CONSTRUCTION
-
. rra
-o
Boringlffell Number: E-1
BoringAVell Location: 486,918.30 N 1,742,206-35 EProject Name: Thiokol Monitoring Wells
Reference Elevation (ft): (381 .1
Reference Point Well capProject Number: 5402-90
Date Drilled: 7/1 /90
Logged By: M. Egan
Boring Depth (ft): 125.9 Well Depth (ft): 128.28
Boring Diameter (in): 8.0
Depth to Ground Water (ft): 99.TT
Date Measured: 11 /27 190
LITHOLOGIC DESCRI PTIO N
AND OBSERVANONS
@blue gray, medium plasticrty, medium grading,
rare gravel clasts, <200 - 80o/o
* Water @ approximately 60' producing >20gpm. Ne! day
approximateiy 17' of water in hole. Hole open to 60'. Sealed
waier off at aoproximately 67'.
Silty sandy gravel; light brown matrix, multi-colored gravel
clasts of limestone, sandstone, chert, well to subrounded
clasts, medium to coarse graded sands, <200 -30o/o
Sandy silty clayey gravel; Iight brown rnatrix, reddish brown
day, limestone, quarEite, chert clastS, subrOunded, medium
plasticity, clay zone decrease towards 95'BGS
Sandy silty gravel; light brown, varied litholotry in qlasts,
occaiiondl cobbles, subrounded clasts, poor grading, silt
4', Blank 316L
Stainless Steel
70 Mesh Colorado
-
,i
l
l
",1
J
I
-O
_l
1
'<.
--
-
.iA.O
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
Boringlfl/ell Number: E-l
BoringAA/ell Location: 486,918.30 N 1,742,206.35 E
Project Number 5-402-90
Reference Elavation (ft): 4(181 .1
Reference Point Well cap
Date Drilled: 7 /1/90
Logged By: M. Egan
Drilling Contracton Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 99.TT
Date Measured: 11 /27 190
Boring Depth (ft): 125.9 Well Depth (ft): 128.28
Boring Diameter (in): 8.0
oooJ
g
o.eb
,ua
E,os
I(o\o3o-6
A
C2b
o.o.vG
o\E
o
.5 {-
.C, O{-O
O. lLocl
,oI
o
E,{-
o
J
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
105
110
115
120
1E
-tl-i*rIr*tt*+rE}+tFrl+t[}+.fll}+rl-*tF}*r
l+
-lFrF
-l
First water at 105'; Drilled to 110', waited 20 minutes, static @
96',
Silica Sano
M Mesh
Colorado Silica San
Continuous wraP, 4'
0.01 Slot, 316L
Stainless Steel
Screen
Silty gravelly sand; light brown, well graded sand,
I i mesto n e,/ q u artz g rains, occasional g ravel, < 200 - 20o/o
e5 tri|}tl**tF-5rs|}tl.|
Silty sandy,cobbly, gravel; light brown, well rounded to
subrounded clasts, limestone, cheft, quar0(ite, dolomite clasts
Total Depth at 125.91'
lr
t:EXPLORATION LOG
a
nl
.
II
t
,il
,
-a
;l
!
I
!.,-
t*'
I
i
I
I
I
:
:
_l
Locked, protecttve
steel casing at
surface
ldeal Type I & ll Low
Alkali Portland
cement
4'Flush thread,
F/C, SDR 17,20'
sestions o'to 79.42'
BGS
-.arl ;
I
j
-o
)
Boring fWell Number: E-2
Boring/Well Location: 485,001.72 N, 1,742,229.70 EProject Name: Thiokol Monitoring Wells
Reference Elevation (ft): 4372,3
Re{erence Point Well caPProject Numben 5-402-90
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Date Drilled: 6/28/n
Logged By: M. Egan
Boring Depth (ft): 120.0 V/ell Depth (ft): 122.7
Boring Diameter (in): 8.0
Depth to Ground Water (ft): 99.29
Date Measured: 11 /27 190
UTHOLOGIC DESCRIPTION
AND OBSERVANONS
WELL
CONSTRUCTION
Sandy silty Ctay; medium to light brown, silt/clay content ciose Jt-
-l
l-
to equal, dry, low plastictty, organics present, fine Sand.1t-
-l
lo
-a
I
-
-l
l-
-at-
-ll-
J1-
-t
l-
-t
I -
-ll-
J t-
-tb
-t
I
-
-l
1-
-ll-
I l-
-ll-
-l
lr
-
I t-
-l
l-J lr
-lb
-a
l-
-
I l-
-a
1-
-lb
-l
I
-
-l
l-
4 t-
-lb
-L
l-
-t
lr
meOium brown, <200 -70o/o, medium graded
sand, occasional well rounded glEryel clasts, low plasticity.
Gravelly, sandy, clayey silt; llght brown to brown red,
<200 -7}a/q Fe-ox in day, mdium plasficty, medium to
poorly sorted gravels and sand, Iimestone gravel clasts, less
than 1/4'ln diameter, subrounded.
EXPLORATION LOG
BoringAVell Numbec E-2
Boring|l/ell Location: 485,C01.72 !'{, 1,742,229.70 E
Reference Elevation (ft): 872.3
Reference Point Well caP
Drilling Contracton Zimrnerman
Drilling Method: Cable tool
WELL
CONSTRUCTION
Baroid holeplus
I
bentonite chips 3/8'I
-o
r-
I
i
,1-,
I-
-.-f
-
4', 316L Stainless
Steel, Blank, PVC
70 Mesh Sand
Colorado Silica
2040 Mesh
Colorado Silica.San
lo
)
Silty granel sand; light brown, fine to medium sands,
<2OO -Z}ayq subrounded gravd dasts, white w /black mafic
looking specs, posistibly volcanic tuff-
Water at 06', 20 minutes after last bailing
Project Name: Thiokol Monitoring Wells
Project Number: 5-40 2-gA
Date Drilled: 6/28190
Logged By: M. Egan
Boring Depth (ft): 120.0 Well Depth (ft): 122.7
Boring Diameter (in): 8.0
LITHOLOGIC DESCRI PTIO N
AND OBSERVATIONS
Depth to Ground Water (ft): 99.29
Date Measured: 11 /27 /90
F-os
I(o\o-Jo
(n
AeooV
G
o\E
o
,oI
o
.c,{-
e
J
oooJ
o
(LE-(U
U'
h gray, <200 -701o medium to high
ptaitiCity, fine sand, gravels (subrounded) < f in diameter.
, <200-80-9006, medium high plasticity,
firm, rare gravel clasts.
Silty,sandy,cobdy, gravd; light brcwn matrix, rnuiti+olored
claits, (bhbk, gray, rad, brown, whiie) well rounded to
subrounded clasts, limestOne, chert, sandstone clasts,
<200- 15%
{
'-''o
-
r-
.-..c,
.T
rt
.-
'-
a
f
r-
.t,
-
U
'o
<-f
EXPLORATION LOG
-
-.-a
1,
.I
,
-
-
I
I;
-ara
-
E
I
I
IJ
ro-
-
-
Project Name: Thiokol Monitoring Wells
Boringfll/ell Number: E 2
BoringAlVeil Location: 485.001.72 f.l, 1,742,229.70 E
Project Number 5-.402-90
Reference Elevation (ft) : 4372.3
Reference Point Well €P
Date Drilled: 6/28/90
Logged By: M. Egan
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 99.29
Date Measured: 11 /27 /9A
Boring Deoth (ft): 120.0 Well Depth (ft): 1U.7
Boring Diameter (in): 8.0
ouoJ
g
oebo
CN
.c,(J
,=
I
@\o3o
(n
l?tlo-Ilo. Ilrzllcll>tloll>tl>tlol
.5
.+-
EO{-O
O.lLocl
,lolol
-lot
-c, I:lrl
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
105
110
115
1n
Water at approximatelY 102'
316LSS 0.01 inch
continuous wrap
-lll}+tF+lt++tlrl5t
ravels; Iight brown matrix, vari-eotcred
daCts of limestone, sandstone chert, sub-angular te
Sub-roUnded ClaStS, minOr CIay cOntent, < 200 - St.)o/o
nlactinitv nnnrlv nraderl sands and oravel-
o
-l
--t
-a
a
'o
-T
-!
t
-
!l
a
a
r,.
:
ta-
-
L'
--
i
at
-1 o
I.--
I'
i
!
.a,
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
Boring/l/ell Number: E-3
Boring/Well Location: 482,58ii1.68 N, 1,78,731.90 E
Project Number 5-40 2-90
Reference Bevation (ft) :4875.7
Reference Point Well cap
Date Drilled: 7/ 19/90
Logged By: D. Rickers
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 1O7.N
Date Measured: 11 /27 /n
Boring Depth (ft): 128.0 Well Depth (ft): 126.51
Boring Diameter (in): 8.0
ouoJ
g
(L
B(,a
c,o
.=
I
@\o3o
(D
A
C'b
o-ov
(E
o\E
o
s
+-
-c, o#Oo.ll.oo
f|oo-o
.C,{-
a-
J
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
5
10
15
20
25
30
35
40
45
-t hD*tF
-tFr.Fl
F]-rFD+ll|}
-tF**rF-{}tf.-+tt-l-F
r-lf,+ll-#ll-
Silty;artcly,gravd, mediurn brown,veryfine to very coarse
grained sand 25Yo, angularto subrounded gravel clasts to 1"
5006, fines 25o/o, some organics
Gravell, sandy silt, light gray, very f,ne to fine grained santl
250/o, granule to pebble size gravel 5-10%, fines 707o, some Fe
oxide staining, low to medium plasticity.
Bedrock
Umestone; dark gray, micritic, minor calcite veinitr9, minor
chert, medium to high effervescence.
Umestone; medium gray, micritic to sparitic, minor chert and
dolomite, high effervescence.
t-_
t-t--
+-
l-
t-
t:
Locked protective
steel casing at
surface
ldeal Type I & ll Low
Alkali Portland
cement
Flush thread, PVC,
SDR 17, 20' sections
0'to 84.0' BGS
EXPLORATION LOG
-O
I
Boringll/ell Number: E€
BoringflVell Location: 82,5A3.68 N, 1 ,7R,731.90 E
Reference Elevation (ft): 4375.7
Reference Point: Well cap
Boring Depth (ft): 128.0
Boring Diameter (in): 8.0
Well Depth (ft): 126.51-
11-
-
,r-
-
',D
-
,*,{
.-
Baroid holeplug
bentonite chips 3/8'
316L stainless steel
blank casing
70 Mesh Sand
Colorado Silica San
r{I
.-
.-
;'-
-
I
I
-
'.,-l
-
-...1E
i
<aa-
,i-
-
Proiect Name: Thiokol Monitoring Wells
Project Number: 5402-90
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Date Drilled: 7 /19/90
Logged By: D. Rickers
Depth to Ground Water (ft): 107.N
Date Measured: 11 /27 /9A
UTHOLOGIC DESCRIPTION
AND OBSERVATTONS
WELL
CONSTRUCTION
Umestone; dark gray, cherty, micritic, high effervescence
Oolomite limestone; gftly to light brown, chert, low tc nigh
-.4
EXPLORATION LOG
o
I
ti
Project Name: Thiokol Monitoring Wells
Boring/l/ell Number: E-3
Boring/rVell Location: 482,58ii1.68 N, 1,743,731.90 E
Project Numb.t' 5{Q2-90
Reference Elevation (ft): 875.7
Reference Point Wel! cap
Date Drilled: 7 /19/90
Logged By: D. Rickers
Drilling Contracton Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 107.40
Date Measured: 11 /27 /n
Boring Depth (ft): 128.0 Well Depth (ft): 126.ai
Boring Diameter (in): 8.0
ooJ
o-oF
rUa
.C,(,
.9
I(o\o3o
(n
Aeb
o.
o.v
G
o\E
(3
.5 .t
.c, o+-OOlr.o
trt
,oo-o
F-+-
a-
J
LITHOLOGIC DESCRIPTION
AND OBSERVATIONS
WELL
CONSTRUCTION
IJ{II10s+I
I
7
+
-L
r ro{-i
l
r rs-i
+Il
J+
-l/tn-l+
1
I
1tzsl,
I
intermixed limestone and dolomite, light
gray to brown, low to medium effervescence, microtic, minor
Fe ox staining, mottling.
First water at 108'
v:
-TI
l'. .
t'- .- ,
t:. :
l'.r,,l'. .
['-.-
-J:"H.'.1
-J -.-lr-{'. .
-J'. -
-J
.' -l
-i:..
i:.'r
-t:.
.1
-{..1
-{..
I
-tl - 'r
-l ...1
-r: . .]
H-...r
H'-.H..'.
l-{..
-a .'.H'..
l-a .' .-: ..
H: ..
r-J -. .
-'..
H'..
2A-4O Mesh
Colorado Silica San
316LSS 0.01 inch
continuous wrap
4tAI
EXPLORATION [.OG
Project Name: Thiokol Monitoring Wells
BoringAVell Number: E4
BoringAVell Location: 481 ,720.14 N 1,74,220-88 E
Project Numben 5402-90
Reference Elevation (ft): 4(160.2
Reference Point: Well cap
Date Drilled: 8/20/90
Logged By: D. Rickers
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 9(1.21
Date Measured: 11 /27 /90
Boring Depth (ft): 130.0 Well Depth (ft): 132.06
Boring Diameter (in): I
doJ
g
o.3
,ua
.C,(,
,=
I(o\o3o
(n
Ac-o.o.v(tr
o\E
o
tFl,'=* | tsf$lEg* l;
LITHOLOGIC DESCRIPTIO N
AND OBSERVATIONS
WELL
CONSTRUCTICT.I
llsl
,, il
1.,l.
J.
,u J'
J'
]'1{I
'1'r*1.
l.
l.l
J.
35 {r
l:
1'm{l
FIleltF:.tl+
Sandy silty gravel; rnedium brown, subrounded to subangular
black limestone clasts, <2'in diameter, <200 mesh -40o/o = l=l Lockecl, Protective
3 i-=f steel casing at
dl-a
=r i-= suriace
-al-l-a t-l
-t-.
i
-l-ll-l
-aI<-l
l-a|
-f_. t_ll-lltd
-l
lol
-.
I
-l:l I-l
-a
l-lJIJ
-l
lal.J l-a
-rbl
-I
I-I
-l
lol
-at-a l-l
-a
t-l
-l
l-l
-a
l-t.Jtd
-i
t-aJ t-a
= l-=l tvoe I & ll Wasatcn
Sandy, grElvelly, silt; dark brown, low plasticity, < 200
mesh -600/o, occasional limestone clast < 1/2" in diameter.
FTF-FIf,Dt*Dll*btsFIl.)Ftt>tf,DtHFtl.)btHFtl.)Dtl|}Ftl.l,FIl.)
tsrl.)Ftl|}Dt
Sm sandy, gravel; light brown, subrounded black limestone
clasts, <200 mesh -4Ao/o, fine to coarse sand.
Gr:avelly sandy silt; medium brorn, tow plasticity, rnatrix
Supported <200 -60o/o, limestOne, gravel clast, subrounded
IJ
ID
-rfa
'(I
O
,,
'-
,.
t-,
I
'-t
,.I
i
'-
b
:"-
;
r I
a-
, -
t, -
-E
i, -
i+!.aD
-
- -
I-o
-
- raE
,{
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
BoringflA/ell Numb er: E4
BoringAVell Location: 481 ,720.14 N 1,744,220.88 E
Project Number: 5402-90
Reference Elevation (ft): 4i160.2
Reference Point: Well cap
Date Drilled: 8/2A/90
Logged By: D. Rickers
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 93.21
Date Measured: 11 /27 /90
Boring Depth (ft): 130.0 Well Depth (ft): 132.06
Boring Diameter (in): I
aooJ
g
(L-
rOa
.C,u
.=
I(o\o3o-(D
Aeb
o-o.V
G
o
E
(f
.=+co{-O
O. tlocl
floI
oE+
a-J
LITHOLOGIC DESCRI PTIO N
AND OBSERVATIONS
WELL
CONSTF.UCTION
=
I
=
><.i
=
[]ttllt JlL JIt- ss -{lrllFil
L.'ilr ]t[]lF6s+itl:tJ.F{t zo -l'l.- {tJ'.l- JrFJ.El.
F7sJ.
E]:F 1.,faol.
E]:tJ'F -l{F glt -lF ''kb{
[]:tl{i- go -1.t1
[]:!{.il:ssl':JrF '{r:1.:1.
l*br*ltsbrl+Ftl+rl
FDltFbtEFtl|]brl+Fll{}Drl-FFIFr)brhr)FtF}
El'-FtFr)Ftf,)Ftl.)FtFr|Dtl-)FtE}DtE}btt*Ftl|}FtleFIFr)Ftt+FIE}Dtf,H
=l
I
SIIty sanil, gr:avel; light brown, subar.gular to subrouttoed
clasts, <2OO -30Vo, well graded. probably interbec{ding cf
coarse and fine grained zones, grain sze becoming coarser
with depth, small cobbles present @ 95'
Benseal bentonite
chips 318'
4', 316L stainless
steel blank
:
o
_
:
:
:
-o
t:
t_
l_
l_
l_l-
t_
l:
t:
!
.-l
-a
, -
I'w
i-a
l'.-
-
i-L
-rtl'o
q
--
rI
--
t*,
.-:
I
-i
a
I
I
I
->-
I
I-
--1
IJ-l
J
I
EXPLORATION LOG
WELL
CONSTRUCTION
70 Mesh Sand
Colorado Silica S
2O,4O Mesh
Colorado Silica S
l.{
l-:
lb
I:
l:
I:
l_
r:
,i,
-
rtt
-o
q
!I!
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
BoringflVell Number: E-5
BoringAl/ell Location: 480,821 .Er8 N 1,745,839.46 E
Project Number: 5 402-90
Reference Elevation (ft): 434.6
Reference Point: Well cap
Date Drilled: 8/31 190
Logged By: D. Rickers
Drilling Contractor: Zimmerman
Drilling Metnod: Cable tool
Depth to Ground Water (ft): 79.31
Date Measured: 11 /27 /n
Boring Depth (ft): 1 19.0 Well Depth (ft): 121 .60
Boring Diameter (in): 8
doJ
g
(LB
ltt
@
.C,u
.5
I(o\o3I
co
AeL
o.ov
<r
o\E
o
.5 +
-c, o{-Ooltoct
,oo-o
.c,+-J
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
5
10
15
20
?5
30
3s
40
45
limestone light to medium gray angular to subrounded, some l-
organics, slightly Plastic t:
= i= Locked, protective
-a t-f
=-1
il-J steel casing at
-Ibta i= surface
I-l_{ l-l
-l-l_l t-a
-I
l-I
-Jl<
-l
lrl1 l-a
-ll-l t-.
-I
l-lJtd
-I
lol
-a
t-l
-l-l
-t
I-a
-a
l-lJI.J
-I
l-lI t-a
-l l-l
-a
t-a
-i
l-lt-
-I
lelI
-f
-a
I-t
-t
l-a
t_t
-a
1-l
=i [-:-l Tvoe I & ll Wasatch
= t-= Ptruano cement
l-a
-tba
-l
l-I
-a
l-l
JIJ
-I
l-l
l-a:l F:l
-l
l-I
-al-{-l
l-lJ l-a
-I-I
-Il-.-l
l-a1tJ
-t
lrl
-t
t-l
-i
t-l
-I
l-lltJ
-I
l-Id l-a
-IbI
-l
l-a
-l
l-l
-at<_a a_t1 ld
-tbl
G
G
G
a.>
.-.tl-*tlr+lE}rllF-*r
F++tl.F*thr|-tt*#tH
-tI+{}tt+
-tt**tlrl+tlr)+tllt
-lE}+ll-+tlr)+tF}+tl.|+tl|}+rl|}+tl+
-tp+llr}
-tt++tlr|+tl.i+tl.)+rl.|QI
m brown, 70€Oo/o Qt?tYels, predominanfly
micrite limestone, lightto medtum gray and brown 5-15o/o
gravel dolomite lighi green to yellow, 5-1 Oo/o gravel red chert,
brachiopods, non-plastic
I
4', Flush thread,
F^/C, SDR 17, 20'
sections,0'to 64.13'
BGS
I
-
aa
-o
G'
.I
{
--
--
._.-a o
.I
-
-Ja
-
TT
t-
*-
a
)
EXPLORATION LOG
Proiect Name: Thiokol Monitoring Wells
Boring/YVell Number: E-5
BoringAVell Location: 480,821 .98 N 1,745,839.46 E
Project Number 5-402-90
Reference Elevation (ft): 43u.6
Reference Point: Well cap
Date Drilled: 8/31 190
Logged By: D. Rickers
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 79.31
Date Measured: 11 /27 /90
Boring Depth (ft): 119.0 Well Depth (ft): i21 .60
Boring Diameter (in): 8
a
ooJ
o
o
I--,U
U'
.C,o
.5
I(o\o3o
(D
Aebo
o.v
<tr
o\E
o
.5 {-
.c, o+O
OlJ.ocl
,oI
o
.C,{--J
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
><
55
60
65
70
75
80
85
90
95
l*+lF*lh-itFD#rl+*tF}*tl-*t*5tb#rH?tF+*t
FD
-tri#ll{}+lll}
Bensear bentonite
I
::::: * |
Cotorado Silica r*l
?O4*il4esh I
Colorado Silica SanJ
Silty gravelly sand, light to medium brown, ,/ery fine to coarse
grained subangular to subrounded sand, li;nestone gravel
clasts to 1 /4', fines <3006, non-plastic
V
f-+tl++'ft++ll-*tlr)*tD+t
Silty sandy gr,avel, medium brown, predorninantly medium
gray limestone gravel clasts with minor red chert, very fine to
coarse grained sand, fines 253OYo, non-plastic
Sandy gravelly clay, Iight brown, very fine to very coarse
grained sand, Iimestone, gravel clasts
Encountered water 98 feet
Silh, sandv oravel- medium
.a
aa
ai-
a
o
t
-
--
.-a
-
a
-
's
-
-
{
,1-
-,
a-
-
ats
-
rL
-
',...--
-
-a
4
EXPLORATION LOG
Project Name: Thioko! lr4onitoring Wells
BoringAVell Number: E-5
BoringAA/ell Location: 4F0,821.38 N 1,745,839.46 E
Project Numben 5-402-90
Reference Bevation (ft) : (344.5
Reference Point Well cap
Date Drilled: 8/31 /90
Logged By: D. Rickers
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 79.31
Date Measured: 11 /27 /90
Boring Depth (ft): 119.0 Well Depth (ft): 121.60
Boring Diameter (in): I
auoJ
g
o-eb
,U
CN
E,o
.g
I(o\o3o-(n
A-bo
o.v
G
o\E
o
.g
.ts
.C, O{-O(Llr.
o
Cl
,oI
o
.C,{-
a-
J
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
t
F
F
F
F ros
F
Fr)*r
FiD|}rFrrF-*lf.]*tFD*tlr
-lF*+ll|}+t
l->
-a
Clasts with some PurPle to Yellow
san-Ostone clasts, fine to medium grained Sand, Some red and
white cherts, fines < 3006, non-plastic
316LSS 0.01 inch
machine slot
e to coarse gr:ained sand, well
graOeO, minor green€ray limestone and dark red sandstone
gr:avels, fines <15o/o, non-plastic-
Total depth at 1 19 feet
l-
r!
II
I
ID:o
l!
r-I
,.1,
L,
,t'
CJ
o
?t
rE
ir,
,
-
I
-o
-
-
EXPLORATION LOG
BoringAVell Number: E€
BoringAl/ell Location: 480,239.94 N 1,745,223.63 EProject Name: Thiokol Monitoring Wells
Reference Elevation (ft): €32.0
Reference Point Well capProject Numb"t 5-{Q2-90
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Date Drilled: 10/3/90
Logged By: M. Egan
Boring Depth (ft): 87.2 Well Depth (ft): 89.16
Boring Diameter (in): 8
Depth to Ground Water (ft): 67.00
Date Measured: 11/27 /90
WELL
CONSTRUCTION
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
,oI
o?-{--J
a
ooJ
U-o-ebo(n
-C'o
.5
I(o\o3o-(n
Ac-o.(Lv
(E
o
E
o
g6ndygravd; light brown matrb( gr:avel predominantly black l--.t
L--t
t--tt--tl:l
l--r
t-J
l,--r
I- |t--t
l=r
l-=lt-J
l:l
l=_a
l--l
t--.t
l:1
l-{t-J
t::
L:{
l-a
I--1
t--t{--l
lstl-a
l-{r=
l:tI:t
l:l
lst
t-at--tl-.1t-Jt--1l:-ll--1
l=r
l-=
l:r
r-=
t:
l--
l-
l-
t--
limestone, well graded sand
d; red to purple, micrite limestone gravel,
subangular clasts to 1 /t wrlh some calcite and red to vellow
chert, frine to coaftie grained sand 15-20%, oay, matrix 30-35%,
low plasticity
lnterbedded sandy limestone and black rnicritic limestone
-sandy limestone; reddish gray, fine grained sand,
effervescence in HCL
{imestone; black to dark gray, micritic, cherty, effervescence in
HCL
Locked, protective
steel casing at
surface
Typel&ll Wasatch
Portland cement
Benseal Bentonite
grout
4', flush thread SDR
17, PVC,20',
sections, 0' to 45.5'
BGS
'fop of SS 316L .l'
blank @ 45.5 ft.
l--
r:
-,.O
-E
.a
!E
{l
r-
.-l
!-,
Fl
--!D
-
tr
-a-
I
!,
O
{-,
-
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
BoringflVell Number: E€
Boring /Well Location: 480,239.94 N 1,745,223.63 E
Project N umber: 5402-90
Reference Elevation (ft) : 4il320
Reference Point Well cap
Date Drilled: 10/3/90
Logged By: M. Egan
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 67.00
Date Measured: 11 /27 /90
Boring Depth (ft): 87.2 Well Depth (ft): 89.16
Boring Diameter (in): I
a
ooJ
o
(Lc
6U'
.C,u
.5
I(o\o3I
(o
A
CBboov
(E
o
E
o
t-1,r-lo'-.;- | o
.c,0, l;+-Ol=g* lI
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
Top of 70 Mesh
Sand at 58.5 tt.
Top ot 204O Mesh
Sand @ 60.0 tt.
Top of SS 316L
Screen @ 67.16 ft.
Bottom of SS 316L
SCfB€fr @ 87.16 tt.
Ft
F
E
t
Fss
t
E
LF60
E
t
L
L
Lt- 6s
E
EFro
E
l-
EFrs
E
Ff80
F
E
f-
E
L
L
LF85
F
F
t
I
I
I
I
I
I
Silty limestone; tsn, friable, some sand pr?sent, efferyescence
in dilute HCL easier drilling than black limestone-
r
calcite fracture filling and black micritic limestone present
Encountered water - 67 ft.
tnterOeOded black to gray micrite limestone and tan silty
limestone
-micrite limestone, black to gray, Some chert and calcite
-silty limestone, tan, friable,
Total Depth at 87.16 ft.
.-
-
-.-
J
3t
I
-
-
-
*-)
-
-.-a
1.e
-
-i
{
,.t
arl
.-a
-
a-
-
-.,--Ja
!
rlI
-
-J)
-
o
J
EXPLORATION LOG
BoringlrVell Numb er: E-7
BoringAVell Location: 4€.4,1 15.00 N 1,742,796-81 EProject Name: Thiokol Monitoring Wells
Reference Elevation (ft): 4367.1
Reference Point: Well capProject Numben 5402-90
Drilling Contractor: Zimmerman
Drilling Method: Cable tool/air rotar
Date Drilled: 7 /20190
Logged By: D. Rickers
Boring Depth (ft): 228.0 Well Depth (ft): 230.24
Boring Diameter (in): IDepth to Ground Water (ft): 98.12
Date Measured: 11 /27 /90
WELL
CONSTRUCTION
LITHOLOGIC DESCRI PTIO N
AND OBSERVATIONS
s
+-
.C, O.l- OOlI.otrl
,oI
o
E,
{r-J
.C,o
,=
I(o\o3Io
A
cabaov
<tr
o\E
(f
ooJ
g
(Lc-|o
CN
Gravelly Sandy Silt, medium brown, very fine to very.coarse
sand 1}o/o, angular to subrounded gravel 1Oo/o,low pfasticity.t-
I-
E
t-
t-
I-
l=t=t
L=.{
L:{t:lt--tEI
lst
H
l=
t=
t=
l-{
f=1
lol
@ly Silt, medium to dark brown, very fine to very
COarSe Sand 10-1 5o/o, subrOUnded gravel 10-1 5o/o, SOme
organics, low plasticitY.
@CIay, mediumbrown, grEwel 15o/o, medium
t:
t:
F-
lz
Cravelly Sandy Sitt, light to medium brown, v9ry fine to.very.
coarse sand, dngular to subrounded grEryel 2Ao/o,low piasticity.
Locxed, protective
steel casing at
surface
Type 5 portland
cement 0-2'
4', SDR 17, Flush
Thread PVC, 20'
Sections 15', 0' to
96.24'BGS
o
o
-o
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
Boring/lffell Numb er: E-7
BoringflA/ell Location: 4€^4,1 15.00 N 1,742,796.81 E
Reference Elevation (ft): 4367.1
Reference Point: Well capProject Number 5-402-90
Date Drilled: 7/20/90
Logged By: D. Rickers
Boring Depth (ft): 228.0 Well Depth (ft): 230.24
Boring Diameter (in): 8
Depth to Ground Water (ft): 98.12
Date Measured: 11 /27 /W
LITHOLOGIC DESCRI PTIO N
AND OBSEHVATIONS
.C,o
.5
I
@\o3Io
Acoq,
v
<tr
(f\E
o
,oI
o
E,+
.I
J
a
ooJ
g
oF
tO
U,
Drilling Contractor: Zimmerman
Drilling Method: Cable tool lair rotar
Silty Sandy Gravel, light brown, very fine to very coarse sand,
some subrounded gravel clasts to 1 1/2", fines increase with
depth, low plasticity.
Clayey Sandy Gravel, light brown,'tEfY fine to v3ry coarse
sand, subrounded pebble size gravei dominant, minor ctay,
nonplastic.
Encountered water at 98 feet
t--
t-
t:
lo
t--tlst
l--
I:t
l--
F-.
l--1
lstl--i
I--1L-1I--t
l--
l:J
l--l
I--1lsll:lt€
l--{
I-Jl:Jl=-l
l--,
lsll-l
I-alslls,t--tt--1lsl
t--{L5i
l<
1?l
'--1
r
--t
sz
WELL
CONSTRUCTION
Depth to top of
stainless steel blar,k
881.84
t_
r!
-rl)
't
!t
'tl
o
,L!
It
't
rL
.ra
-O
.-I
.t
aa
arF
-
EXPLORATION LOG
BoringAtrell Numb er: E-7
BoringAVell Location: 4€^4,1 15.00 N 1,742,796-81 EProiect Name: Thiokol Monitoring Wells
Reference Elevation (ft): 4i167.1
Reference Point Well capProject N umber: 5402-90
Drilling Contractor: Zmmerman
Drilling Method: Cable tool/air rotar
Date Drilled: 7 /2O /90
Logged By: D. Rickers
Boring Depth (ft): ?28.0 Well Depth (ft): 23A.24
Boring Diameter (in): IDepth to Ground Water (ft): 98.12
Date Measured: 11 /27 190
WELL
CONSTRUCTION
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
Ae
o.
o.\r'
<r
o
E
o
,oI
oF.-{--J
E(J
.s
I(o\o3o-(o
ooJ
o
(Lc
,ua
ldeal Typel&2low
Alkali Portland
cement 2'-216'
rk gray, medium to very coarse grained
Sand, dominant pebble size grEryel to 1/4', subrounded to
l-
rounded, poorly graded
Drive casing in hole
at 140' lo 213' BGS
fine to very coarse grained
.-
-
-
o
o
{
.I
a.a
rt
'-
-
-
lI,
.I
-
-
:
t-.-
---
-O
!+-
-
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
BoringAilell N umb er: E-7
BoringAVell Location: 484,1 15.00 N 1 ,742,796.31 E
Project Number: 5402-90
Reference Elevation (ft) : 4367. 1
Reference Point: Well cap
Date Drilled: 7/20/90
Logged By: D. Rickers
Drilling Contractor: Zimmerman
Drilling Method: Cable tool lair rotar
Depth to Ground Water (ft): 98.12
Date Measured: 11 /27 /90
Boring Depth (ft): ?28.0 Well Depth (ft): 230-24
Boring Diameter (in): I
aooJ
g
0.F
,ua
P5o
.=
I(o\o3I
cEl
Aeoo.v
<tr
o
E
(f
.=
+-EO{-OOlLoo
,oo
o
.C,{-
a-
J
UTHOLOGIC DESCRIPTION
AND OBSERVATIONS
WELL
CONSTRUCTION
X
E]E]E]
l-- r ss-iE]LJE]LJ
l-- tso--lE1
E]F 165-itl
E]F 170-lE]t:E:F tzs-i
EILJtil- tgo-l
EJtiL.tLJ
F rss-:
E]t--,,,E:F 190-E:EJLrL.lF 195-E]
E:
t.'rt..:'::
*
t-
l-
i-
l-l-
l-
l-
ft-F!l.tii+?a!t!-rt#larr-+
i.#l#[+l+i#ir#l#[+iiJ+Irir.r*i
Fr*tr
ff
I.l+J
r-+!.r+r
"+lar*l#!a#
lr##rtl+FttIqt;r#
Bedrock
Sandstone; light brown, fine to medium grained
predominantes, well graded, iron oxide staining on Some
grains; quartz 70Yo, feldspor 20o,6, ferro mag 10o/oi water
bearing
8l30l90 Air Rotary Rig
lnterbedded limestone and siltstone, limestone is light to
medium gray with some calcite, red calcareous siltstone, cavity
encountered at 200'-211'. Dfficult drilling, sloughing of
borehote walls. Rounded limestone gravel clasts encountered
in this zone. Producing > 100 gpm water when using air rotary.
-
I t- It-{
-{ t-f
-l-l
-l
l-t
-.-t
t-t
-a
l-{
-ll-l
J t-a
-Il-l
-l
I-l
-l
tolJtd
-
I t- I1 l-a
-II-l
-l
l-a
-
I l- IJIJ
-I
l-lJ t-a
-Il-l
-l
I-l
-
| l- |
-t
I-lJ l-l
-Il-l
-l
I-l
-l
l-l
-ld
-l
l-ll-a
-ll-I-l
l-l
-I
l-ll1
-l
lol
-
I-a
-lbl
-l
l-t
-t
lol
-a
l-a
-ll-a
J l-a
-lbl
-l
lolol l-ll4
-I
tolt-a
-Il-t
-a
|
-l-a
l-t
-
I t- I
-t
l- I
-a
l-a
-I
l-lJTdot l-IJ l-a
-TE.
1
-l
l-tol l-aI d
-I
lol
-a
l-l
-l'-I
-l
l
-l-I
t-t
-tt-a
-a
l-a
I
-l
-l
l-a
-I
1-lJIJ
-l
l-lJ l-a
-lbl
-a
l-loI l-lI d
-l
l-aJ l-a
-
I E. I'-a I
-l-I
l-alld
-I
l-l1 loli:l l:l
L-l l-l
lld
-l
l-l
-a l-l
I-l l-ll-l I-l1t1
-l
l-l1 l-tbll-l
-l
|
-l-l
l-lI
-
L-l l-lJ l-ai-l-al-a l-ll:J l-J
-
| t- II l-aF-l F:ll-l l-lIJIJl-I l-lI
-
l-aL-ll-lI-t loll-l l-.I1 TJI- r l- IlJ l-Il-It-lI-a t-aI-l I-IIJIJt- I t- al-a t-l
I-l t-ll-l l-ll--t lslt-a t-lbl-aI-l l-lI-I l-atJldl-l l-tI J I-Il-ll-II-l t-at- I t- ItJtdl-t l-tl-J l-at-It-tI-a I-lt- I l- IIJIJI-l lolt 1 t-tt-Ibti-f l-al-l l-tt l I Jl-l l-lI J l-tl=-l l:ll.-I t-aI:l l--lI J lolbtblI-l l-Il-l lcllJtll-J l--ll-ll-lI-a l-at-t I-tt-5 t--tl1 l-ll-It-tl-l l-ll-l l-ltJtdl-l t-ll-.{ t--tI-l l-alol l-IIJTJlol l-lI 1 l-ll-tl-II-r a..al-l loIl:{ lsl
11 .-aF-l lzll-l l-ll--{ l..=tlsl l--ll:l l--llsl l.=lI J l-al-lL-tl-l I-ll-a I-atJtdl-l 1-ll,--1 lsll-l l-lI--l r-llJrdl-t l-lI i.{ t-l
l-tl-l
-l
l-ar-i(.-l-I l-lI J l-aF-l l=-lI-l '-al1 I J(-l l-II --
r-l
h-ti-l l-ll:l r:lt-t t-tI 1 l-al-tblI-l ,
-a
l-t t-tt4rdl- f .- t
I
-a
r-l
l-l
-l
l-I r-lIJI.Jl-I l-lI J T-I
-rbt
l-l
-li:J t-J
{
I
-
't-
EXPLORATION LOG
...o
F'
rt
--
{l
-
{l
r!
-
-r!
-
--u
..
1-
-.O
rlt
<T
a-
r,
-,-
-a
-
-
-
-
---'
-
--
..o
-"
t.-
--
Project Name: Thiokol Monitoring Wells
BoringAVell NumbenE7
Boringll/ell Location: 484,115.00 N 1,742,796.81 E
Project Number' 5-.402-90
Reference Elevation (ft): 4367.1
Reference Point: Well cap
Date Drilled: 7 /20 /90
Logged By: D. Rickers
Drilling Contractor: Zimmerman
Drilling Method: Cable tool/air rotar
Depth to Ground Water (ft): 98.12
Date Measured: 11 /27 190
Boring Depth (ft): 228.0 Well Depth (ft): 230.24
Boring Diameter (in): I
a
(J
oJ
g
Gc-rUa
.C,o
.=
I(o\o3o
tn
Aeo.
o.\,
<tr
o\E
o
.={-
.C, O.f- OOlr.oo
,oo-oc{-
-J
LITHOLOGIC DESCRI PTIO N
AND OBSERVATIONS col
WELL
{STRUCTICN
205
Il
1
1
J
lj
J
1
I
i1I
Il{J
-.f
210
215
?20
70 Mesh Coloraoc
Silica Sand @
216-217',
2O4O Mesh
Colorado Silica sano
@ 217 to ?28'
.010" Continuous
Slot 316L Stainless
steel screen @
217.84 to ?27
Total Depth at?J.9feet
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
Boringfflell Number: E€
Boring/YVell Location: 484,546.15 N 1,744,665.62 E
Project Numben 5-402-90
Reference Elevation (ft) :4462.1
Reference Point: Well cap
Date Drilled: 7 /11 /90
Logged By: M. Egan
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 193.96
Date Measured: 11 /27 /90
Boring Depth (ft): 227.0 Well Depth (ft): 228.34
Boring Diameter (in): 8
a
uoJ
g
(Lc
fit
C"
-c,o
.=
I(o\o3o-co
Ae-o-
o.\r'
G
o
Ftb
o
.s
+-.c, o{-UO[r.oo
f,loI
o
l--{-
a-
J
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
5
10
15
20
25
30
3s
n
45
-tt*#rl+rlll+
-ls
-tl**tFD*rf,rllF*t
FD
-ll-*.1LD#tl**tp+lt-
5l<rf
+fll}-tF
-th+lF
-t*ttt-*rlr)+tt-|+tf,rf+tE}
-tl.|+tlr)-rta+tF}+lt+{}tl+-rp+l
-F,
@lysilt darkbrown, lowplasticity, dry, some
organics, subrounded gravel clasts, poorly sorted, aboul20o/o
gravel
Sitty, sandy, gravel; Iight brown, subrounded to rounded clasts,
apfroximalef <3' in diameter, Iimestone, /sandstone/' chert
clasts fine to coarse sands, <200 - 3Oo/o-
I
=
L= Steel, iocxeo, weii
=i f=i heaci proteclor
-
l-l
-l-ll-l-
I I- I
-a
t-a
-t
l-l< t_l
-l
I
-f.-. I
-{J T-I
-Il-l
-l
lol;t l-t111
-I
t-t1 l-l
-lbI
-l
lrl
-I
I-lJtd
-I
lol
-1 t--la-l I
-l-I l-l
-a I-f
< t-l
= l:ll-{
J l-l
= iEi rvpe I & lt wasatcn
= i== Ponrano cemenr
-l
l-l..{ |
-l
-a
I
-l..JIJ
-I
I-l
- lsl
-t
I-a
=l l:JrI l-l1 1-r
-tbt
-l
I-l
-l
lol114
-
I l- I
I-l
-l
r-t
-t
l-t
-lJ l-l< t_t
-lbl
-a
l-t
-I
I-t
--{ t--t1 l-l
-r
{
-o
{l
-t
-
--
.ta
af-
. -
-t
-
a
,{
-.-
a
{
<l
-
<
-
.!
-
E x P L ORATI o N GoL
-o
o
o
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Boring Depth (ft): 227.0
Boring Diameter (in): I
Well Depth (ft): 228.34
LITHOLOGIC DESCRI PTIO N
AND OBSERVATIONS
WELL
CONSTRUCTIOT.I
*-
1-
t-
-
-
.-
-
-4.-
**..i
-
Boring|l/ell Number: E€
Boringlrt/ell Location: 484,546.1 5 N 1 ,74,665.62 EProiect Name: Thiokol Monitoring Wells
Reference Elevation (ft): u62.1
Reference Point: Well capProject Number 5-402-90
Date Drilled: 7111 /W
Logged By: M. Egan
Depth to Ground Water (ft): 193.96
Date Measured: 11 /27 /W
,oo-o
l)-+
e
J
E,o
=I(o\
m3Io
A
c3bo
o,\./c
o\E
o
auoJ
o
oeb(oa
Boulder, cobble, gravel; black micritic limestone, with calcite
vein chert and sandstone clasts, subangular to rounded clasts,
gray, matrix.
T
-
-
-
-
-t
rD
-{D
t
-
J
-
-e
e
e
-
-
I
e
e
-
Uilty, sandy, cobbly, gravel; reddish brown matrix, limestone
ctasts predominantly, medium to coarse sands, large cobbles,
subangular to rounded clasts.
-Te
-erDere
-ee
--e
-eIee
-
{a
G._t)
{
!o
n,
{a
"u
-a
..-
{
'-
-
_..
-
-_.I
-
!t
o
-
.. I
1-
,
t-
-a
t-
aa
&n*I
aa
*-- t)
o
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
Boring/YVell Number: E-8
BoringAtrell Locaticn: 484,546.15 N 1,744,665.62 E
Project Numben 5402-90
Reference Elevation (ft): 4462.1
Reference Point: Well cap
Date Drilled: 7/ 1 1 /90
Logged By: M. Egan
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 193.96
Date Measured: 11 /27 /90
Boring Depth (ft): 227.0 Well Depth (ft): U8.34
Boring Diameter (in): I
o
UoJ
o-o-eb
(oa
E,(J
s
I(o\
IR3I
(D
Ac-o
o.v
(E
o\E
o
.5 {-
-c, o{-O(LlJ.
o
Cl
,Do-o
F.L{--J
UTHOLOGIC DESCRIPTION
AND OBSERVATIOI'{S
WELL
CONSTRUCTION
105
110
115
120
125
130
135
140
145
---iD
--.-
-!T
----rD
il
--il
--T
---{D
e
T
It
il
-----ex*
--Te
iD
---f,e
-t-
---reeDeD
-f e
-I,D
e
--e
-t-
e
-e
-f T
-e
-eDe
-e
-e
Clayey Sandy gravel, reddish bi o\',,,J n":aulx, ver/ fine to very
coarce sand, predominarf,v o.at'ble to cobble size angular to
subrounded gravel, limestone clasts"
I
4', flush thread, I
PVC, SDR 17, 20'
I
sections, 0' to 186.0'
I
-o
-
-
L
t-
o
-
-
-,
.{
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
BoringfA/ell Number: E-8
BoringflA/ell Location: 484,546.15 N 1,74,665.52 E
Project Numben 5402-90
Reference Elevation (ft): 4462.1
Reference Point Well cap
Date Drilled: 7 /11 /90
Logged By: M. Egan
Drilling Contractor: Zimmerman
Drilling Method: Cable tool
Depth to Ground Water (ft): 193.96
Date Measured: 11 /27 190
Boring Depth (ft): 227.0 Well Depth (ft): U8.34
Boring Diameter (in): I
a
ooJ
o
o-
bb(oa
l--o
.=
I(D\o3g
tn
AB
o.o.V
G
o\E
o
.5 {-
.C, U{-OOLoct
,o
9
o
.c,{-
a-
J
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
IIl
.,i
1
:I
155-rI
:
..,1
''1I:
160-.,i
I
'1II
Il
165 --i
-i
Ii
-t
i
-.i
1741
-1
iI
-'t
'1
rzs-lI
-t
1
-',i
''i
I
180-l
I
-i
-tI-i
-l
res-l
I
-t
-t
I.iI
190-i.tI
-j
i
II
rgs-lI
1
l
il
-*
il!t
-*
il.
iili-
i*
r-leTI
--T
-l-
l-
l-r
-t
-ilt
-le
I*
il*tIr
--l*
--r
illx-TI
-i-T
-r t
-il
-il
-t
-ereeTe
-r----,e
-f,I
Gravelly sandy clay, light to olive brown, p'sdonninani!'r fines
<200 mesh, fine to coarse gmined Sand, SoIr,B peobie size
Subangular to subrounded gravel, Iow plasticity.
nf
Benseal bentonite
chips 318'
4', 316L stainless
steel, blank
EXPLORATION LOG
-{a
_.-r!
.ra
rI o
:
-
I
-
,.
-
!
!
I
o
-tr
c-
II
-
-
-
...\-
-
a-
-a
-
.r)-
-
Boring Depth (ft): 227.0
Boring Diameter (in): 8
Well Depth (ft): 228.34
WELL
CONSTRUCTION
70 Mesh Sand
Colorado Silica San
I
20-40 Mesh I
Colorado Silica Sand
-Il
!
r!
,'!
-
!
. -TI
't
!t
!
-r,
t
!-o
,
t
EXP LO RATI O N LO G
Project Name: Thiokol Monitoring Wells
Boringltrell Number: E-9
BoringfA/ell Location: 486,822.20 N 1,74r',845-25 E
Project Number: 5402-90
Reference Elevation (ft) :4495.4
Reference Point: Well cap
Date Drilled: 7 /2/9{)
Logged By: M. Egan
Drilling Contractor: Zimmerman
Drilling Method: Cable tool/air rotar
Depth to Ground Water (ft): 200.95
Date Measured: 11 /27 /90
Boring Depth (ft): 234.0 Weil Depth (ft): 233.91
Boring Diameter (in): I
aooJ
g
o.ebr[(n
1--o
.5
I(o\o3I
(n
c-o.o.\./
(E
o
F.-
o
.={-
.C, O{-O(LLL
ocl
,oI
o?-{-
a-
J
LITHOLOGIC DESCHI PTI O N
AND OBSERVATIONS
WELL
CONSTRUCTION
5
10
15
20
25
30
35
fi
45
tri
-rfl++tIt
-tl*Ir
FD*tF
I
I
I
I
I
*t**rb*tF
-tE+fF+ltr*rl'-
-lt-
ilFll*+t**tl*#r
Silty,Tandy, gravelly fill; light brown, angular to subrounded
clasts
Sitty sandy gravel; Iight brown, limestone and sandstone clasts,
subrounded to Subangular, fine sand predominant, poorly
graded.
= !== Lockeo, steel wetl
=
E= neao proreclor
<l-l
-ibl
-al-l-l t-lld
-l
-t
.
-l-l
I-t
- I l- I
={ 1:1-1 l--f
-a
r-tt- I.itJ
- I l- I
-l
t
-t
-tbt
-l
I-a
-a t-aJIJD I l- |
-lL-l
-t
I-a
-t l-t
-I<l-a
-a
l-a-l-a
-.
I-a
-I l-l
!-{
I l-l
= l=l ldeal Type I & ll Low
il [!l n r"ri Poruano
i i-= cement
-t !-t
=r El
-a
l-l
-a
I-{
-1-{ L--!
-.
j
-l= tsr< t_l
i-t
- I t- IJr-a
-l
-l
2,-l
-t-t.-a |
-l, --a
'
-l-a
l-a
-l l-i1td
-
I t- I
Silty gmvelly sand; light brown, fine to medium graded sand,
<2OO -35Vo,20o/o gravel of limestone, sandstone composition,
silt decreases with depth
Project Name: Thiokol Monitoring Wells
Reference Elevation (ft) :4495.4
Reference Point: Well capProject Number' 5-402-90
Date Drilled: 7 /2/90
Logged By: M. Egan
Depth to Ground Water (ft): 200.95
Date Measured: 11 /27 /90
l; light brown, well graded sand, subrounded
gravel, <200 -55o/o, silty clay zones appqarto be interbedded
witn the gravels and act as a matrix at 80'-90'. Silt content
rises at 1 15'. Gravel consists primarily of black micritic
limestone, cobbly at 130'
EXPLORATION LOG
!
o
BoringlA/ell Number: E-9
BoringflVell Location: 486,822.20 N 1,744,845-25 E
Drilling Contractor: Zimmerman
Drilling Method: Cable tool lair rotar
Boring Depth (ft): 234.0
Boring Diameter (in): 8
Well Depth (ft): 233.91
f!r
i
I
UTHOLOGIC DESCRIPTION
AND OBSERVATIONS
WELL
CONSTRUCTICN
Drive casing left in
hole at 0' to 180'
BGS
tr
I
i.,
.Il
i
-
-I
a
.j
---D
!
i
-
-
{
aI
]{-o
II
e,-r
I
I
lt
D EXPLORATION LOG
Boringftrell Number: E-9
BoringfrVell Location: 486,822.20 N 1,744,845.25 E
Drilling Contractor: Zimmerman
Drilling Method: Cable tool latr rotar
WELL
CONSTRUCTION
4', Flush thread,
P1/C, SDR 17,20'.
sections, 0'to
181.02'BGS
,.O
ra
I
ta
-l
-
Project Name: Thiokol Monitoring Wells
Reference Elevation (ft): 4495.4
Reference Point Well capProject Number: 540 2-90
Date Drilled: 7 /2/90
Logged By: M. Egan
Boring Depth (ft): 234.0 Well Depth (ft): 233.91
Boring Diameter (in): 8
Depth to Ground Water (ft):200.95
Date Measured: 11 /27 /W
LITHOLOGIC DESC RI PTION
AND OBSERVATIONS
Project Name: Thiokol Monitoring Wells
Project Numb.t 5-{0 2-90
Date Drilled: 7 /2/w
Logged By: M. Egan
Depth to Ground Water (ft): 200.95
Date Measured: 11 /27 /90
Ac
o.
o,v
<tr
o
E
o
,DI
ol--{-
a-
J
doJ
g
oE
,Ua
.c,u
.5
I(o\o3I
(rt
Perched water at 155' approximately 1 /2 gpm
Sandy gravelly silt; reddish brown, <2A0 - 5596, low plasticity,
minoi clay, gravel about 20o/o, subrounded, sands poorly
sorted.
SanOy silt; reddish brown, <200 - 70o/o, minor clay, Iow
plasticity, black sand (limestone), medium sorted sands.
Approximately 25'of water in hole after 14 hours TD - 185 low
producing, 1/2 gpm
Gravelly, sandy, silt; reddish browr, <200 - 6096, lolv
plasticiir/, silt /clay - 10/1, pooriy sorted Sands, gravel ulasts
<3' in diameter, (black limestone)
Static after letting well sit for 15 hours is at 1 97' BGS
t{t
I
I
I EXPLORATION LOG
-o
BoringlrVell Number: E-9
BoringAVell Location: 486,822.20 N 1,744,845.25 E
Reference Elevation (ft) : 4495.4
Reference Point: Well cap
Drilling Contractor: Zimmerman
Drilling Method: Cable tool lair rotar
Boring Depth (ft): 234.0 Well Depth (ft): 233.91
Boring Diameter (in): I
-l
;
.r> !-
tla
:1,
ll
,!t
_o
LITHOLOGIC DESGRI PTIO N
AND OBSERVATIONS
WELL
CONSTRUCTICN
Benseal bentonite
chips 3/8'
Void in backfill at
165' to 187' BGS
4', 316L stainless
steel blank, flush
threaded
Benseal bentonite
chips 3/8'
a
.'
-,
-
-O
<
-
.{
ar,
.1,
rrI
a
al,
a
.q,
-
I
.I
r-
-l
r-
:
-
{L
-
-
-.o
J
t
I
I
t
I
;
I
:
i
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
Boring/YVell Number: E-9
BoringlrVell Location: 486,822.20 N 1,744,845.25 E
Proiect Number: 5-402-90
Reference Elevation (ft): 495.4
Reference Point: Well cap
Date Drilled: 7 /2/9o
Logged By: M. Egan
Drilling Contractor: Zimmerman
Drilling Method: Cable tool/air rote lr
Depth to Ground Water (ft): 200.95
Date Measured: 11 /27 /90
Boring Depth (ft): 234.0 Wel
Boring Diameter (in): 8
Depth (tt):233.91
(J
oJ
g
oF
rUv,
.co
a:
I(o\o3o-(n
Ae-oov
<tr
o\E
o
.={-.c, o.FO
OlI.oct
,oI
oe-+-.-
J
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CONSTRUCTION
=s.-t
.{
..1
-l
-l
'1
'1I
eos-l
1I
.,t
I
l
'1I
210-'tIII
.,'l
't
215=:
.t
l
'1
I
"i
za1
:-
zzsJ
i
230;
Ftrls+tl*+rtrlirEl+llt||t+fI krll#rlFaIttth-
l{=l| ,-FhtaltIt+tlfL+tll+
V':-
I
I
70 Mesh Sand
i
Coloracio Silica Sand
I
za4oMesh I
Colorado Silica Sand
I
316LSS 0.01 inch
continuous wrap
[ilI
dish brown, low plasticity, fine sand,
minor clay
First water at?20'
Clayey silty sand; reddish brown, well graded, low plasticity in
the fines, <200 - 45Yo
Total depth at234feetI
I
a
I
r:
:tO
I-
Il_
i
I!ir-J
Il_
i
-
qt
i
-
a
I
I-
-l
tI
-
a-
{a
i
at
aJ
o
:
i-
I
I
I-
-
I
I-
-*--a
-
a
I
-
o
.-J-
-
EXPLORATION LOG
BoringAAlell Number: E-t 0
BoringAtrell Location:491 ,167.98 N 1,746,516.82 EProject Name: Thiokol Monitoring Wells
Reference Elevation (ft): 4761 .2
Reference Point: Top of PVCProject Number: 5402-90
Drilling Contractor: Zimmerman
Drilling Method: Cable tool lau rotar
Date Drilled: 8/ 15/90
Logged By: M. Egan
Boring Depth (ft): 507.0 Well Depth (ft): 496.15
Boring Diameter (in): 8
Depth to Ground Water (ft): 466.78
Date Measured: 11 /27 /W
Bedrock
Umestone, light gray, micritic
Sandy limestone, yellow to light gray, micrite limestone with
Some thin beds of fine to medium grained sandstone.
@ gg feet, 104 feet
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
SandtEil-ty gravel; dark brown, organics present (roots), <200
- ego/s, well graded sands, subangular clasts, interbedded silty
zones throughout
Sandy silt, medium brown, very fine to very coarse, well graded
sands, occasional subangular pebble size clasts, caliche
present
WELL
CONSTRUCTION
Locked, steel weil
head protector
ldeal Type I & ll Low
Alkali Portland
cement
Benseal bentonite
chips 3 8'
EXPLORATION LOG
Boringlilell Number: E-l 0
Boringll/ell Location:491 ,167.98 N 1,76,516.82 EProject Name: Thiokol Monitoring Wells
Reference Elevation (ft): 4761 .2
Reference Point: Top of PVCProject Number 5-402-90
Drilling Contractor: Zimmerman
Drilling Method: Cable tool/air rotar
Date Drilled: 8/ 15/90
Logged By: M. Egan
Boring Depth (ft): 507.0 Well Depth (ft): 496.15
Boring Diameter (in): 8
Depth to Ground Water (ft): 466.78
Date Measured: 11 /27 /9A
UTHOLOGIC DESCRIPTION
AND OBSERVATIONS
WELL
CONSTRUCTION
105
110
115
120
125
130
135
140
145
150
155
160
165
170
175
180
185
190
195
Sendstone; light brown, very fine to medium grained
Limestone, orzxnge to dark gray, micrite lirnestone, Some
fractured zones containing pea gravel size angular to
subangular limestone clasts, moist zone around 172leet.
Cherty limestone, cream to light gray, micrite limestone with
!}
---!
a
t
t
I
ra
t,
"t
'-
tfa
.
rt
.o
FI
rI
rf
:
:
- -.
-
r
-
-
EXPLORATION LOG
Project Name: Thiokol Monitoring Wells
BoringfrVell Number: E-1 0
Boring/YVell Location:491 ,167.98 N 1,746,516.82 E
Proiect Number: 5402-90
Reference Elevation (ft): 4761 .2
Reference Point: ToP of PVC
Date Drilled i 8/ 15/90
Logged By: M. Egan
Drilling Contractor: Zimmerman
Drilling Method: Cable tool lar rotar
Depth to Ground Water (ft): 466.78
Date Measured: 11 /27 /90
Boring Depth (ft): 507.0 Well Depth (ft): 496.15
Boring Diameter (in): I
a
UoJ
I
(L
b
,U(n
(--u
.=
I
GI\o39
CD
Aeb
o.
o.\./
<tr
o\
Ft-
(tr
.!{-.c, o+-O
Ol.t.
Uct
,oo-o
.C,{-
a-
J
LITHOLOGIC DESCRI PTION
AND OBSERVATIONS
WELL
CCNSTRUCTION
4', Flush thread,
PVC, SDR 17,20'
sections, 0'to
453.1 1' BGS
-El
=-E
-
-
-l
I
I
=r=
l
=-
l
1d
l
I
I
l
-
l
Ill
-
Il+
IlIlI
2os;
:
210:
==ersi
=?20;
=-zlsi
=
23o-
<
oac,J6rlJ <
=-
2fi;
i
245:
1-
<
250=
i
I
-
occ -iGJJ -:
<
<-I
260:
<-<
265;<I
-t
-l<no;I
-t<
I
275;
.l
I
-1
zso4
<I
i.,'l
d
285;J
-i
-l-/
a
aon-i6;,ta I1
J-
cos j
dY<
-t
<
Ld#l.t#r*
t#r
f.fLiffih.hd
Lr4t{,&
{,e,t
6r.e,A*q>rytrd.d
fir.#w!rA4'*4
!r4r4
{,4,t
{&1Ulffi
{rr&rA#mb44
gnt brown fine to medium grained sand in . illdhlj;t micrite limestone.
'- '- "'--'-'-'-----'-- --.-- ...
I
Dolomitic limestone, light to dark gray, mi l
occasional cream to w-hite dolomitl, iorne thin bedded fine
I
gr:ained sands, moist @ 230 feet fractured zone @ 239 feet.
I
-|l-r
.ti=irt-**[=t*tfr+*
F
E=
E=rFFlr.+HI=hfl
64#frhf,64
f1
71n
>+frnnn
7Annh4.
*4larh{&
64
64
64{6
*4
+4r
@htto medium gray micrite limestonewith minor
orange to brown chett.
n fracture zone; whitish orange
altorarl limpstnnp,/rlalomite with orav limestone (minOr). Some
\ rounded limestone grains, moist I
ht gray, chert content varies (uP
to 50%), micritic limestone with some sandy limestone present,
chert id orange to gray, Fe oxitJe staining present on select
I imesto ne / dol omite / chen grains.
_J
D q
;
-
.:
EXPLORATION LOG
:
O
BoringAVell Number: E-l 0
BoringAilell Location: 491 ,167.98 N 1,746,516.82 E
Reference Elevation (ft): 4761 .2
Reference Point: Top of PVC
Drilling Contractor: Zimmerman
Drilling Method: Cable tool/air rotar
Boring Depth (ft): 507.0 Well Depth (ft): 496.15
Boring Diameter (in): 8
-'.|
-P-
i
l-_
I-,
[:
LITHOLOGIC DESCRI PTIO N
AND OBSERVATIONS
WELL
CONSTRUCTION
Benseal bentonite
chips 3/8'
r.-
I[ .-.
:
Ir-
I, _.!
a
I
O
-
Project Name: Thiokol Monitoring Wells
Project Number: 5402-90
Date Drilled: 8/15/90
Logged By: M. Egan
Depth to Ground Water (ft): 466.78
Date Measured: 11 /27 /90
E(J
.5
t(o\o3I
(o
Ae-q.ov
<E
o
E
o
,oI
o
l--{--J
a
uoJ
g
oc
oa
30s
310
315
320
325
330
33s
340
345
3s0
355
360
365
370
375
380
385
390{
Umestone; dark gray, micritic, occasional chert (dark grey to
light gray), Fe oxide staining rare and limited to distinct interval.
stone; dark gray, white, orange. nticritic
limestOne, dolomite tends toward white, gray to or^ar1:le :hert-O
-o
sr
I
.a
I
I)
-D i
I)
t3
J
rt
)I
I
J
.-
:I
i
I)
'',
I)
-.. III
I
)
EXPLORATION LOG
WELL
CONSTRUCTION
..
3l6LSS O.Of inch
;ontinuets wrap
?-D
a{!
-o
-a:
--
.l$
I
i
. qrt
-i
I
-. r-.
EXPLORATION LOG
t
-ra
ol Monitoring Wells
.:.;:Boringfll/ell Location: 491,167.98 N 1,746,516.82 E .
'..-.:.
- Project Number: 542-90,:
Reference Elevation (ft): +/61 .2
Reference Point: ToP of PVC
Date Drilled: 8/15/90
Logged By: M. Egan
Drilling Contractor: Zimrnerman
Drilling Method: Cable tool /air rotar
Depth to Ground Water (ft)r466.78
: Date Measured: 11 127 /90':
Boring Depth (ft): 507.0 ' Wetl Depth (ft): 496.15
Boring Diameter (in): 8 :'
a'o
oJ
.U-.(Lc
rUa
.co
.=
I(o\
tna'o
-rO
eE(L
o.V
<E
o
E
o
.s +co{-OOIL
Uo
:!l'o.o
-o.?5f
a-
;J
:1,'
LtrHoLoctc DEScRIPTIoN I *.ut :
AND OBSERVATIONS I cortrsrnucTtoN
.t
a
Total depth at 507 feet
e
av
,.4
I
t,-
Et
EIztr,Hx
E'
oFc
H
F
It!
APPEI\DIX B
Solid Waste Management Unit Summary Tables
a
o
rlr4o(A
i:
i
i
i
i
H
:
i
i
ii
:
i
'
i
t
s
i
i
'
t
;:
;
:
;
:
V
:
;
i
i:
:
:
:
:
i
l
:
r
r
'i
,
i
;
i
#
i
i
l
:.
:
;
i
r
f
l
.
:
,
:i
:
i
:
i
H
:
i
l
:.
i
i
h
-
'
1
.:
'
i
;
:
i
p
.
.
;
:
;
i
;:
f
i
:
:
H
i
i
i
U2
t{zHEoU€EHE
r{*r
a
PF
r
r)
3
e
Ot
r
FI
E
2
UEn3"
FIz9B
F(

tr
/AHo
tPdIHIo\
ePdoEj€I
tP4IH"l
\oo\
€€o\
Fl
IF\oo\
ra
a€g\
I
I
l\u'
l
o\-
E8&I
FaIF(oz
Eg\
F(
I6rf
1o\
Fa
a€o\-IIo\-
€€o\-IN\og\
d
EP&IH.i
\oad.
C
€6oF(
I
\o€o\
Fa
66o\
F.
Io\
lno\-
t)
aE
a
DZOH
3H<z
EO
U
egT8Hz
cr
|

.
po3E
E
E
H
H
H
E
E
E
E
E
E
E
zoHL.HfrL)aHa
HEIaFI
HHlaFqHo
Hruhlr
zFehao
MHF]
HlaFq!{o
HrI
1aF3o
Hr4hhF3
Hr4Y,F3
HFl
HhF3
rl
t
tr
{
?r
2Fv
HH
Ee
rIFcnFv
HH
Ht)e
UIrl
taBq5
Hrl
laB3
1,
8
HE
3H
\oh*
Eo\I
FaN\o*
6-GI*
s.*
oNFa
I=
ool*
(a
lf
.
l*
(aN\o*
sv1*
o\
6\o
I=
EINFl
Ee
R
F
ra(a
Fca
o\
(a
Fat
s
Nrr
'
l
lf
l
rn
o\
ra
(v
)
\o
rtT\
C{
fE
Io4ft
i,
i
:
i
:
F
l
:
!
i:
!
:
i
:
!
i
!
:
i
;:
;
:
;
:
[
:
f
:
;
,.
,
.
.
,
.
!
y
.
.
.
.:
.
:
.
:
^
.
i
.:
;
:
;
:
l
y
.
'
i
:.
i
i
I
l
.
:
;:
;
:
;
:
f
!
!
:
;
:i
:
i
:
i
j
t
[
;
:
:;
1
3
1
1
)
;
f
;
!
ii
i
i
i
i
H
l
i
':
.
:
;
:
G
:
;
.
:,
i
:
i
:
E
{
:
:
'
ii
i
,
i
,
E
L
i
:
:;
:
3
:
;
t
1
f
;
l
;
:,
i
i
i
,
l
i
j
,
:
,
:i
:
i
:
:
*
i
:
:
i.
l
:
l
.
l
l
i
.
i
:
?2HEoU
?HE*
M=
ga

\o
<TEHai
HH
Hfr
u
t
ptEz
E
3HEn3"
Iz9E
HF
{
EE
E{
tro
2,Elari
lE"i5oz
au)Htr"lItsz
h2Hu2
rqx,"ltdoz
ztr
l
ca
tr
IE.iEoz
Ll2fr
l
u)
tr
lHInE(,
>)
L{2ri
lu,Htr"lEoz
t-au)
rqilrJlnIUHo
f{2HV)
ETx"lEoz
9{anx,;\oo\;g
F{aa14tr"lEoz
L.aatr
I
tr.iEtsz
l{afrx;lA3UH
J=2El
u,
14x,INEoz
?a
ol
<
DZOH
APHE
N
lr
)
<z
tr
o
U
egxBEz
eg>{gEz
Zg}{BEz
aTIfrz
er
\

.
po3E
E
E
E
E
E
E
H
E
E
H
E
E
E
zotsL.Hx(Ju)He
I{zIHx
HF
F{zJHx
HF
HH
f3EE
tr
t{zsHx
HaF
L{2sHx
HF
f{2sHx
HF
2sHx
HF
E,sHx
FIFaF
2sHx
HaF
2sHx
HaF
2sHx
HF
zHx
HB
\F{JHH
Hu)F
teEE
c-r'
l*
(f
tNu'
l*
r'
)€11*
\oo\
|'
1*
oR*
H*
I*
q
u1N-*
o\N9
o-Fl
t(a*
6N9=
tr
.B2
t\N
oN
R
I
-(a
ol
(Y
r
lf
1CA
I
6m
I
Nrt
(f
)t
$
(7
)
fr
lo4O{
i:
j
:
i
:
f
f
i
;
i
:
;i
i
i
i
i
l
l
l
i
,
i
.:
3
1
1
:
)
:
f
i
;
:
J.
.
J
l
l
r
.
.
.
.
.:
'
i
:
.
r
.
.
i
:
':
:
i
:
I
y
.
.
:
.
:
:.
:
;
i
I
l
N
.
i
'i
l
:
]
l
l
:
.
:
:.
:
.
i
r
I
'
i
'i
,
i
i
i
E
i
'
i
:3
:
;
:
;
i
f
l
;
l
;
l'
:
:
:
:
H
:
l
:
i:
'
:
.
H
.
:
.
;i
i
:
i
l
r
I
:
.
:
"'
.
:
.
F
l
.
i
;i
:
'
:
]
l
l
i
:
i:
i
:
i
:
S
:
i
:
:i
:
i
:
!
t
5
:
;
;
:.
:
;
i
a
:
;
.
:
'
.i
i
:
!
r
:
.
:
:,
:
,
i
,
H
:
.
i
'i
i
:
E
i
:
1,
1
i
i
i
t
j
j
,
1
,
l;
:
1
:
3
|
j
f
l
;
l
;
i;
1
1
1
1
l
l
i
j
;
l
;
:1
:
;
:
'
$
;
:
;
?zHEoI
I
?H
E
EH
A
E3
H
u2
h2,
s
94
?4

lA
<mH>
EE
a
$t\
I3E?
fr
E
a
HH
Hfr
u
Pe
{
U)
t
{
OF
r
Fl

El
UEn3"
Fl29E
tr

tr
TE
Htio
2El
u,Htr"l5Bz
I2HU2
tr
l
x,I-ao\-oz
F.anuAJrr
.
|o\;tr
Io
Hztr
Iu,HHIo\
lno\ah
Hav)
tr
IHIo\
lno\e>,F!
,2rucl
)
tr
l
x,I-6o\;oz
I-
{2tr
l
v)
rf
lxINEoz
h2EIu,
tr
tx,"iI;oz
hacn
tr
tE"lEBz
F{zf&
l
?t
)Htr.iEoz
h2EIv,EI
tr
to€6-(,D
h2Il
Iari
lx,Ioao\
doD
Hanilr,;a3){g
-?czOHEE
Nb<z
EO
U
e&BII*t<b.z
exBIB91
t{kz
u2
.
e23r
E
H
E
H
E
E
H
E
E
E
E
E
E
zoExUarte
2sHx
Hv)F
I{2sHH
HF
t-zJHx
F]F2F
\HJHH
HF
2sHx
HF
,2sHH
HU2F
f{2sHH
H?aF
f{2sHH
HF
43HH
HF
FzJHx
HU'F
zHx
HF
F,zsHH
HF
H4=HH
HF
1,
6
HE
Fo\
rn
I
(aT=
I*
t\N*
\oN*
ol
(a*
Y1q
NN9
il*
o6Y1*
ttNu'
l*
(f
)o\
\o*
rfo\
\o*
E'
t
rnt
t>t
Otf
$
I
Fl11
('
I
rr
.
|
t
I
t\
tr
'
)
GY.
|
I
-\o
sf
fs
lodP{
U)HzHEoU
")

t+
r
<9EBE}
?HE$
?EE$
?EEI
HH
EI6E
U)
!
a
3HEn3"
cz9H
tr

tr
/AHo
t{au,Hx;6ce
f{2ruv,
14x,I
u.
)
6o\-oz
HzHu)
tr
lxI-6o\-oz
enxIhts
HaaEI
x,I
(a€Iil=
fr2lr
l
u)EIHINEoz
E,
ETv)
tr
]
tr"lEBz
eut
tr
lH"lEBz
h2E]a)Hx"l5tsz
2Tqv)
tl
tx,"lEoz
,,HaH"lEoz
haV'HtrjEoz
hau,EIEj6o\;t-
-7czOH
AP3H<z
EO
U
e&BB*HHz
CA
.
po3E
E
E
E
E
E
E
E
E
E
E
H
E
H
zoE6aEOn
zHx
HF
2sHx
HF
fd45HH
FrF?F
h2sHx
Hc2F
h45HH
HF
\tsJHH
HF
h2sHx
Hu2F
E,JHx
HaF
4=HH
HF
h2sHx
HaB
t{zsHx
Hv)F
2sHx
HF
7Hx
HF
zZHE
I*
o\o(f
l*
o\3
\ot\*
tfT*
$6rn
I=
q
Nq
(aq=
q
I9
Ftf
1*
tN*
Et
t
N\o
I
rn\o
I
t\\o
o\
\a
R
-r\
NF
(t
)
t\
\or\
raG
g
o
fE
lo4ft
?2E{EoU
aB44HH@2
3z
HH
Hfr
a
Pe
r
OH3H
Ii
:
j
:
i
:
n
_
^
:
i
:
Ii
:
i
:
'
i
f
f
:
:
:
l;
i
'
:
:
:
i
:
t
:
:
i
Es
ts
E
i
l
3n
rIz9E
tr

Fr
XA
Ho
aao\-I-6adoz
€6o\
F(
!
-a6o\-
P64aB'
-
oz
€€o\-INtdoz
P64a
(\

F(
I;oz
Pilo4a
(\
dI;z
6€o\-INI-aoz
P*,vHf;
g
'o
\
F(
d6o\;oz
a
at
t
czOH
EH
Nl
a<z
tr
o
I
b4
sH
A
H
ha
$H
E
H
!4
55
E
H
b4
sH
E
E
!4
ss
H
H
!4
SH
H
E
!e
sH
E
H
g
SH
F
H
?4
.
po
3E
t'
i
=EHHH
HHE
cfE
HEHH
HEHH
ri
=EHHH
c.
i

=
EXHH
HEHH
t'
i
=EE
^f

ri
EE
zolr
lL.H6aHa
Hx
UHE3
o
U)DEx
uEEEH3
Z
Hx
THE3
o
Hx
UHE3
o
Hx
UHE3
o
Hx
UH53
Hx
UHE3
o
Hx
UHE3
o
z6EE
Eo\*
(aol9
Ilf
.
)*
\oEl
lf
1
I=
o\N\o*
N9=
NN9
=*
H.B2
6t\
Il6
N6
s
r'
l6
\o€
t\G
€6
o
f-
fE
Io4Al
b4
55
B
H
g
5$
E
E
r{
sH
H
H
!4
sH
H
H
u)EHUHH3
6
Hx
UHE3
o
Hx
UHE3
o
Hx
THE3
o
aF\EHUHE3
o
Hx
UHE3
o
v,EHUHE3
o
@H(,4A
orHo4A
catrztr
lEoU€EEE
H4s
,
HHEs
HE
d
3*
FIz9E
tr
HXA
Ho
hanxJ6IErI
I
?t
,
h2tuU'
ruEI
too\
FaEH
2ruu)
rl
lxj5EH
h2Hv,
tr
]
tr
I
(aIo\-
A-
-2EH
E
A*
-2EH
E
t-
if
r
E
A-
Ff
zEH
E
u)
a1
<
DZOE
3H4Z
tr
o
U
g
sH
E
H
!4
SH
H
H
EE

e
$E
E
!4
sH
E
H
bd
sH
E
H
ha
SH
g
H
!d
SH
E
H
g
5H
F
f
i
la
.po3E
e.
f

ui
EE
E
EH
O
t'
i
=EEHH
-l

Fs
EE
=
HH

O
Ha
dE
cr
i

=
EHHH
E
H
Ha
-lE
2oE6aEe
EI
h?aFHH
xfif;
HFHH
&sf;
5HHE
tr
l
r<|aFHH
ftf;
Hf{faFHH
&ss;J
i
tr
taFHH
ilsf;
tr
j
l
V,FHH
3ts
a
lr
a
r&
l
v,FHH
xsf;
l,
eEE
No\Fl
Tlr
clt
Y.
)--*
o1H
FlNmI=
t-rn*
NF.N*
tr
.B2
NI
H
o\R
O-(a
No\
tt
rt-rf
1
mNlf
.
|
oFIE]o4A
rlrl
fr
lo4A
Nl-
lFlodA
aF{zHEoL)HH
HEg
,
AH3EEs
Er

it
l
3'
,
Iz9H
tr

Fr
XA
HLo
haU)Htr"lEoz
HzEIarqtr.iEoz
h2ruatr
lHI
rl€o\
F(oz
Jda?a
ri
l
tr*o\
fi
-
if
r
E
fi
"
if
r
E
a
ut

l<
czOHEE
Nb<z
EO
U
!4
sH
$
H
!4
sH
r
H
55
[
a
!4
sH
E
H
!4
sH
B
H
!4
sH
E
H
cr
)

.
po3E
HH
H
H
B
H
$
$
*
EH
E
E
E
i
3
B
'
HH
E
EH
E
cf
u
i
H
EE
E
EH
E
HH
H
E
=
EH
E
E
'
HH
E
E
-l
.
r
i
;
o
d
EE
E
E
$'
zoE&t)ar{e
EE
H
3$
B
Hk?t
t

M
#HHEu6
H*
EI
ldV,
V
F'
HHE
{h
ts
l*
EI
f{tr
2eq
x&xoea
$
tr
'
l
hlt
l

U
<UFRHE
{h
Hlr
.
teHE
lf
'
lotn*
o\€9
o\T
(aodr*
o\
t\*
oNd*
Er
.
E2
o--
v1
F(G1
o\N(f
)
dIla
cf
iI
*
fs
]o4At
j:
i
:
j
:
I
/
t
:
i
:
:i
'
i
i
i
!
a
i
:
i
i:
i
:
:
:
[
i
7
'
3
:
i:
.
:
.
?
x
.
:
,
;i
:
;
:
l
Y
[
,
:
.
:
ii
i
i
i
,
l
l
,
i
;
i,
i
:
:
,
l
I
i
i
i
:
;:
.
:
.
:
?
D
:
.
:
::
i
:
.
u
l
.
i
:i
:
:
:
i
5
i
:
!
:,
i
i
i
'
H
,
i
,
;i
;
:
;
l
f
i
i
1
i
.'
.
'
.
'
.
Y
.
"
.
':
'
:
;
:
l
l
l
:
'
:
'i
i
,
:
:
I
A
,
i
'
;:
;
:
;
i
i
{
i
:
;
:
.i
:
.
:
x
i
:
i:
i
:
i
:
l
i
i
:
i
:
,i
,
i
,
i
H
*
i
:
i
.i
:
.
:
5
i
:
i:
i
:
i
:
E
:
l
:
i,
i
,
i
'
i
f
i
:
i
:;
:
;
:
'
$
f
1
:
;
:'
:
.
:
.
r
t
'
i
..
.
.
.
-
-
.
.
.
ii
:
'
L
"
.
1
1:
;
:
'
:
I
*
l
:
'
:
;i
:
.
:
a
I
:
.
:
.J
.
.
,
I
.
'
.
1,
i
i
i
,
t
f
l
:
,
li
i
'
i
'
H
I
'
i
,
:;
:
;
:
;
$
;
:
;
':
;
:
;
:
l
l
:
;
:
.:
.
i
:
E
:
.
:
?zHEoU€EEE
Htn3HEs
tr

EC
3"
Flz9E
HE
r
xe
Eo
f*
.
EH
E
*-
a1
7
EH
E
fi
-
Ef
i
idan&il
IIo\-}{Fl-l'
i
rr
)
ca

t<
czOHEE
N?
A
42
tr
o
U
b4
SH
E
H
bd
$H
E
H
A.B93r
Ha
dE
$'
E
E
zoE6He
r4L.Ua
M
HE
{h
HJ.
Hhl;
r
!
l
THHE
{E
F'r{
l,
aEI
FN*
su'
l*
(ar\
rn*
(aFi9a
Ze
v.
)I
H
t\I
€I
oo
Ho4A
ii
:
.
X
.
I
.
:
:l
:
i
:
l
l
t
.
!
l
:
;:
i
:
;
:
[
:
i
1l
;
:
;
l
!
i
{
:
'
2i
2
i
2
i
'
)
f
i
:
1
i:
l
i
i
i
a
:
i
ll
i
i
i
i
l
l
i
l
i
i
l
:i
:
:
:
i
:
!
:
!
:
i
:
i
:
ii
i
:
i
i
r
i
i
i
i
i
:
i
l
?zHEoUHHHn
oF
i
Fl

u2
UEn3"
jz9H
tr
H
*A
EI
9ro
A-
,a
z
EH
tr
d*
EH
x,
e-
EH
E
E*
alEH
E
fi
.
.
EH
E
E-
EH
E
fi
,
.
EH
E
f*EH
E
B"
EH
E
E"
{f
r
E
$-
EH
E
B-
if
r
E
fi
-
EH
E
a
g,
l
a
DZOH
EE
Nl
a<2
tr
o
U
It{
6t{
6t-
il
6F
UF{
6t-H
II{
IH
Ut{
6t-
6E-
6F.
A.B'
3P
Ha-E
Ha-E
H-iE
H-E
Ha-E
Ha
FaE
of
nEE
-i

cr
i
EE
HC-f;
Ht
FlE
H-iE
HdE
HEIE
H-lE
zotrB6He
sI
il
E6
-l
FEH
B?
ri
lx
H6
tF
l
F{

f-
{
EH
E
rI
l&
H6
tF
{
F{

F{
H1
3E
BU
Hi
l
Hi
l
H4
EE
Hx
H6
It
s
l
Fl

f-
{
E1
3E
BU
rI
I&
H6
tH
F{

f{
H<
3E
B?
H4
H6
tE
El

f{
HH
E
EI&
H6
TE
El

F{
EH
BU
rI
14
H6
tHEl

F.
HH
BU
lr
lx
H6
tH
El

E{
E<
3E
5UU
EI
il
H6
tt
s
EI
HEg
B?
teHE
r\o\IF.
g*
t\9
t\*
(ao\*
v.
|*
(a--*
oGl3
Fo\
El*
(ao('
r
I=
Im*
tfN*
slr
.
|*
Ee
t\(a(a
O(aCA
os
s
N$
F\ot
laFt
€t\ri
$6tf
lnat
\o6t
rf
1o\$
-Nrn
nr{
fE
Io4A
fl
,F{Hodft
@r{
fs
lu4Ar
]i
i
:
.
:
'
:
'
:
'
i
:
.
:
J:
:
i
:
i
:
i
:
i
:
!
:
i
:
;
:
!
J'
:
'
i
'
:
'
:
'
:
1
:
'
l
'
:
l
[:
3
:
;
:
;
:
;
:
;
i
;
:
;
:
l
t.
i
i
i
:
.
i
:
.
i
:
{
1i
:
.
!
:
.
:
'
:
.
:
.
:
.
1
J;
:
1
i
;
:
;
l
;
l
;
l
;
i
;
l
l
f.
:
.
:
:
i
i
:
'
i
i
:
{
t'
]
:
.
!
:
.
i
i
:
.
:
{
li
i
i
i
i
;
i
:
i
:
:
i
i
:
i
i
l
Il
'
]
'
:
.
:
;
1
1
!
1
l
1
l
1
l
]i
i
:
'
:
.
i
:
.
:
.
:
'
t
li
i
i
i
i
i
i
i
l
i
i
i
i
;
i
i
l
I,
:
.
i
i
i
:
'
i
i
:
l
[:
.
i
;
:
;
:
'
i
.
i
.
i
.
:
1
1
[:
i
:
i
:
i
!
i
:
i
:
i
i
i
i
i
l
t,
i
i
:
.
i
i
]
:
.
:
l
[:
;
i
;
:
;
:
;
:
;
:
;
:
;
:
l
[1
:
i
i
:
,
:
,
!
i
i
,
i
:
i
,
l
Il
1
l
;
:
3
1
1
i
;
!
;
:
;
l
'
l
t.
i
i
i
i
:
.
:
:
:
.
:
l
]:
.
:
'
i
:
.
:
.
i
:
.
:
'
l
[:
:
:
:
:
:
:
i
:
:
:
:
:
!
:
j
l
li
i
:
.
i
:
'
:
'
:
.
i
l
J:
1
:
;
:
;
:
;
:
;
:
;
i
;
:
l
t.
:
.
i
:
.
:
.
:
.
i
:
.
3
li
i
:
.
:
,
i
:
.
:
'
i
l
J.
3
;
i
.
i
.
:
.
i
;
i
;
1
1
:
l
[:
'
:
.
:
;
l
;
1
.
:
;
:
.
:
1
1
Ii
,
i
i
:
;
:
,
:
'
:
,
:
i
i
i
l
t.
i
:
'
:
,
i
:
.
]
:
;
:
l
[:
.
:
.
:
.
:
'
:
.
:
'
:
'
:
.
1
[:
i
i
r
i
i
H
i
:
i
l
[:
1
:
;
:
;
i
l
[
;
:
3
1
1:
.
:
;
i
l
r
{
i
.
i
t
t.
:
'
:
.
:
g
:
'
:
l
li
,
:
i
i
i
f
.
4
'
i
,
l
['
:
r
i
r
:
e
l
:
i
i
l
Ii
i
,
i
i
l
I
x
i
i
i
l
[:
i
:
:
:
i
0
t
r
:
:
i
l
1i
:
i
:
i
:
S
:
i
:
l
li
i
i
i
i
i
H
i
t
i
l
['
i
,
i
'
i
p
f
*
:
,
i
l
Ii
,
1
i
:
i
P
'
i
'
l
li
i
:
i
:
i
E
I
i
l
i
l
I:
,
:
,
:
,
l
l
,
r
,
l
[:
i
:
i
i
i
f
i
i
:
,
1
[:
,
i
'
:
i
t
t
l
l
i
i
,
l
l:
'
i
;
:
,
B
I
;
:
i
l
Ii
i
r
i
:
i
H
i
i
:
l
l'
l
i
i
i
i
:
.
i
:
l
[,
i
i
,
:
i
:
,
i
'
i
i
i
:
i
l
J1
:
:
:
:
:
i
:
;
:
;
:
1
:
i
:
l
?.
.
.
"
'
.
.
.
'
.
.
,
.
.
.
1
[:
:
:
:
:
:
:
:
:
:
:
:
3
:
:
i
l
1.
.
.
.
.
.
.
.
'
.
.
.
.
.
.
.
t
J:
:
:
:
i
:
:
:
:
:
i
:
:
:
i
:
l
J'
i
'
i
i
i
i
i
'
i
'
i
'
i
'
:
l
l.
i
:
.
:
'
:
.
:
.
:
.
:
.
:
l
t:
.
:
.
i
i
i
i
:
.
i
l
[:
:
:
:
:
j
:
:
:
!
:
:
:
:
:
1
1
[:
;
:
;
:
;
:
;
:
;
;
;
:
;
:
3
1
Ii
'
:
'
:
'
:
;
:
;
i
'
:
.
:
'
l
t:
'
:
'
:
.
:
.
:
'
:
;
:
'
i
t
l.
:
.
:
:
:
.
i
:
.
:
.
:
.
:
l
l:
:
i
:
:
:
i
:
i
:
:
:
j
:
i
:
l
l.
:
.
:
.
i
:
'
i
:
.
:
'
:
l
]:
.
:
.
:
.
:
.
:
'
i
:
.
:
.
t
l.
'
.
.
.
.
.
.
.
'
.
'
.
.
.
.
I
[:
i
'
f

ii
"
i
'
i
;
i
,
i
l
['
:
i
i
i
i
'
:
'
i
,
:
,
i
i
i
l
[;
:
;
:
:
:
:
:
:
:
:
!
:
i
:
i
l
l:
.
:
.
:
'
:
.
:
.
:
.
1
;
i
;
l
[;
i
i
t
i
t
:
i
i
i
i
i
i
i
i
,
l
atrzHEoUEH
En
a
EW
E-
f
r
EW
E*
Ea
a
E*
En
a
EW
E-
=
HEn
E2

gT
3HEs
Hi
$3"
FIz9E
Fr

tr
EE
Htro
E
o)6i
C>z
2edaBT
zf
r
x
B
6O2e
rf
ABT
zE
x
fr
HAZdaBI
za
&
€6
6U
oo
t
r
l
UOHZ
dBgHoH
&
O6
sHUoHe
*E
rl
U=*
EI
il
€6
BH
uOHe
*aBT
&
B
oU€E
l
9QHe
dBB?
oE
il
I
oU€t
r
I
UNHZ
s8H3
t{&
*E>z
2edaBT=a
&
B
rEH2
o\
A
u'
)

lI
]
H3
T{&
-?DZ
OHEE
Nt
)
<2
tr
o
U
a.e23r
TM
3M
3M
T14
J!4
3M
tfIM
3!4
TM
3M
zoExU0tr
ta
ApU2
H!rEa
gDa)
gDa
gpu)
g>Ju)
tu=Du2
&pa
BJa
&=Ja
ADa
zEHE
Iln*
-Nln*
mNv.
)*
R*
o\oN*
IN*
=N*
€-N*
Gol
rn*
tcf
i*
Ee
-ltFl
ct
l$-
$
Y1rt-
t\t-
6$-
-ln-
Nrn-
(f
)r.
l-
tarn-
o)FI
r{C,4A
i,
i
,
:
,
H
,
i
,
?zHEoUHH
Ea
a
En
a
Ea
s
EW
EW
EW
E-
=
E*
Es
a
EW
H*apf
r
3HEg
3n
Jz9E
Fr

Ir
EE
tr
I
gro
*[2z
*an3
Eil
B
rE
ts
e
,\
a
aE
l
BT
zE
x
f-
aaaEI
tr
(a6EIzD1-
r
f{aatr
l
fr
,a;€2Dl-
t
B
ol
x€I
)1

B
HHE
sB33
Hil
€3
€E
I
UOHe
saE3
EI&
G6
aHBe
sf
f
3H
O6
oo

f,
(
oo

?r
EE
dBEt
st
nU5E
sAEH
Bi
HUUe
-n;i
Zr
'
f
r
il
-?czEE
N
lr
)
<2
tr
o
U
ca
.
PO3E
TM
TM
JM
TM
JM
Tu
JM
3!4
T!4
JM
zoE6Be
gpu)
gDv)
gDatlHuoz
gDats
a*f{be
gDu)
ba
rlEoa
g>)ct
)
HH&oz
ADu)
gJaHH6z
il/aHE'
f{bocl
2
gDu)
zBEE
(ao\9=
tf69=
lnN3
rnN-l
I
\os*
Fa*
\oNrn*
-Fln
I
f-rn*
Nr\
tf
i*
Ee
I11-
F11-
g
-l\o-
g
!n\o-
I
t\IFa
€t€)
-
-
Ct
)
o\
\o-
C)
(\I{odA
aHzHEoU€EgE
EW
E*
En
a
EW
EW
En
a
En
a
EW
En
a
En
a
Hfr
u
t
PT
cr

t{
3HEn3"
Fl29H
tr

F.
XA
Ho
E
is>a
-nEH
anx.l6f{But
E
Et
l
gEsnEH
6a
iEUe
$AEH
rs6e
cE3i
l
EEEf
i
Ht
66
Bh
gEsf
f
EH
;2'6EBHd
H&
E
sHUOHEsf
i
{d
E
;2
;B
u)
a?
q
>ZOHEE
Nl
a<z
EO
U
u.e23F
3h1
3M
tIM
T!4
tM
3M
TM
TM
TM
3!4
zoE6aHa
gJut
hlr
)
rr
lF
A=Du)
gDu)
t{Hil
,oz
AJu)
fr
.
Hf{E->)oq,
g)Jv)
gJa
gDcA
g/a
gDa)
&Du)
rEHE
(at\
r.
|*
;*
\oq=
q
r.
1=*
It'
r*
ol\rn*
tNtf
.
|*
Fo6l*
u.
)NI=
Ze
or\-
-t\
I
NFE
(aF-
tr\
d
\ot\
Fl
6F-
o\F-
osFl
-€Fi
Ooo
rl(\
fr
]o4O{
;:
;
:
;
:
f
t
:
;
:
i:
i
:
i
i
H
l
t
i
ii
i
i
:
:
i
!
i
i
i
:
i
i
:
:
ll
i
3
i
;
l
;
i
;
l
;
i
;
l
;
ii
i
i
i
i
i
i
i
i
i
l
i
i
i
i
il
i
t
l
i
i
i
i
l
i
i
l
ii
i
i
i
i
i
i
i
i
i
i
i
i
:i
,
:
:
i
i
i
:
i
:
i
:
:
:
,
IrzHEoU€EHE
EW
EW
En
a
EW
1g
n
a
1g
n
a
Es
s
E*
Es
r
HtnU)
t
r
l
OI
r
j0
)
UEn3"
FIz9E
Ir

Er
XA
Ho
;2
;E
B
;2
;E
E
;2st
Ed
I
TE6e
-nHE
E
;2ut
qd
f{afrtrJa>{*
I-
.aatr
lHa:6il=
.323
*,
e
;f
i
at
2EIu,
tr
l
x,;axrlP
E3
>e
^n
;H
ca
ut

?<
DZOE
EE
N?
A
4Z
tr
o
U
la
.B?3l
3M
T!4
TM
JM
TM
T14
TM
JM
3M
3M
zoE6u)HA
gDv)
gpaF.
U2fi
grJv)
gDa
ADu,atr
lF
gJa
A)a
gJa
5oHrr
a3g
-t
Ds'
Ef;
a.=DU2Fu)
fi
zBHE
EI
Itn*
N-u'
ld
o\N\o*
titi-t
(aNri*
oFT9
tf
1--*
t'
l-d*
(t
)
r\
r.
|*
Ee
CA€-
t?6-
t\oo-
O6-
I
o-(a
r\-("
)
N(a
t\
6NN
c.
l

cf
t
ct
l
(a
(f
I
H(,4A
(nc{HodO{
i:
i
:
i
:
i
d
:
i
:
,i
,
i
:
i
H
i
,
i
il
l
l
l
l
i
l
i
l
i
l
l
.i
i
:
.
:
.
i
i
i
:
.i
i
i
i
i
i
i
:
cr
)
trzHEoU
(,eeEI
,JEBfr
lz
oeqEI
hYEFr{z
HH
En
s
E*
H8n
E2

EE
ot
id'
En3"
I29E
E{

lr
xe
E{
tro
hafrxrtruzP
L.afrxrIIo\;z-)
l-
r
-?czOHEE
Nl
a<z
EO
U
t)

.
po3E
zoE6aE'e
gJu,Fafi
gDaatr
lB
zBHE
NoF*
NoF*
Ee
tl\ta
rr
1Frn
$C\Ho'4A
:i
:
i
:
i
0
[
!
:
i:
i
:
:
:
B
i
i
:
i
;l
;
i
;
i
f
,
!
;
t:
7
i
7
:
Q
:
'
:i
:
l
:
i
J
r
?
'
:
'
:i
:
i
:
i
l
l
i
:
:,
:
.
:
.
x
r
t
'
:
,l
i
i
i
:
B
:
,
i
ii
i
i
l
:
H
l
l
:
i,
i
'
i
'
C
f

i,
?zHEoU
FHEB
E,
EE
EHEE
fr
,
oEo
HH
Ea
fi
E
o
EE
EE
EE
EE
EE
HH
E*
E-
=
En
s
EN
r
EW
EW
Hfr
a
i)
e
{
OHOHd'
Es
HE
T
3"
cz9E
Er

Er
/AHBro
€6hBu2
I
r\
rnUr4o
\o6hEruaI
t\u.
)UEIo
6oo\-to\
lnIrlDh
J[RF]3"l
\oBz
o€Urt
loIN\ooH
.DRFl3.i
Ioz
66ozIso)J
€6ozjop
€6xdfre){
€o>{
-1Df-
t
!o\
\o=
;A
r

:
;H
E
H
-?czOH
?EN
E,
)
<z
tr
o
U
la
.e2
3P
Tb4
J14
T!4
JM
3M
TM
JM
TM
TM
Jb4
3M
2otsEB6He
g?a3I
qX
6
aHH3D3o
at-HgDa6
gDU2HtfdtJe
ADv,oHtbfio
gpu,EfrIJa
gDu)
h{Htoze6
AJats
{Hboae6
gpu,
tdH&ozel-
ao
A=Dafr
i
Hoe3o
gDu)
zZEE
('
r-t
I*
(aN*
NNv.
|*
rn€*
o(\
|
r.
)*
ol-NI
NF.NI=
\oS*
\oN-I=
Nolnd
Ee
+-l-
Y'
)--
a--
€rv
)-
o\
(a-
Nt-
o\
tEl
ou1-
N\o-
('
l
I-
Ff--
n$tHo4A
\0c{
rqo,{A{
?zfr
lEoU
h
da
fr
i
H
E6
h
Uh
HE
H
h
UHEE
H
HE
E
E
5E
g
a
EH
I
h
Uh
EA
L{L.2D?)

u1
<9
rTV,
HH
En
a
En
s
HH
E
::
i
:
:
:
7
I
:
i
:
,1
,
i
i
:
&
l
i
i
:
..
.
.
.
.
]
r
.
.
.
..
.
'
:
.
G
r
.
.
.
i:
,
i
i
i
i
d
i
:
i
i,
;
i
a
i
t

aa
:
;
:
ii
i
i
:
i
H
I
i
i
i
ii
l
l
:
i
E
:
:
i
ii
i
'
!
'
E
i
:
'
ii
i
F
l
.
:
.
;:
;
i
;
;
i
{
f
!
:
:
:'
i
i
r
.
:
.
'i
'
i
i
i
E
i
,
i
ii
i
,
i
,
S
i
i
,
i:
i
i
:
i
l
i
*
i
:
i
i:
,
:
'
i
l
f
i
:
'
:
'i
,
:
i
i
h
i
:
'
i
i,
i
i
l
i
E
'
:
,
i:
i
:
i
:
E
:
:
:
.:
'
:
'
:
|
f
,
:
;
:
,!
!
:
'

.:
.
:
EI
lc
a
Pt
i
r]
E
{
Ol
r
FJ
Q
UEs
HE
I
3"
jz9E
Fr
H
XA
Hro
hau)
tr
l&il
I
-l6()
>)
haaEIxj(,p
L{afruAdil*
fraalr
l&A;rn(,D
f{au)EI&r;6oz
hearqx,IN\oo\
f{2tI
IaHx,I
rn6o\-
I{anxJ6hts
afrx.i
\oHlr
lu,
-?DZ
aH<z
EO
U
H6z
u)
.
e2
3P
Ez
Hez
146z
tr
l6z
H6z
Ha
tr
I6z
3M
$h4
zoFIEtsilUu)
tr
Ie
gJJU,v,
rr
lB
f{2Hz3s
aa
HAa
AJa
gDrt
)
EX
s4
{
EE
H
g
az
iEaE
ADa
zoi-
lt-HAjJu)
g
.DU?
EA
rr
l

Hz8
B
^r
JU?
aa
ri
l
H
z8
zZHE
('
lY
f-U.
|*
Oo6t*
€Or.
l*
lf
'
l
r*
-o\d
i\-lf
1d
r'
'
lo(f
)*
€I,)
,
f-6*
Ee
NNEl
tNd
\ot-a
trr
'
l-
lnf--
N€Fl
o\a-
Nt(n
cA-(f
l
€s
f-CN
fr
lo4O{
@C\
t{o4ftNo\o\;t-
i&E&(,ZFu,Hdl-
lxH=AzabDFaa,t
izoFIF.sEH&,Jct
)odaIAzEI
ilJaodtr
I&l12Ht-fig,
t-JHlr
aFeDoF{Fl
\oII
?zFIEoU
ff
dI
&6
rtx
a
fr
H
ET
il
ff
gH
E&
I
dTe6
EIx
oFl
1THE
14x
at{
d3
il
6
rTil
a
sH
rqil
orl
dT&x
E&
a
dT&E
x
o11
sH
a
TTe6
El&
HH
tr
l
hbzrl
lEI
CA
rl
l
hbzHU'
HbzH?a
EzEI
rua
rr
l
hbzrl
l
ri
la
H8n
CI

ID
Ot
rd'
HB
E3
H
UP
u,
Hr
E
Hr
E
Hr
E
Hr
E
Er
3n
Ea
Hr
Ha
fr
a
Ea
FIz9E
Ir

Fr
xe
Ho
f.
r2tuu,EIxIN6o\
E
2EIU)
l{tr
IN6o\
E{zHv2
r4x,IN\oo\-
f{au)
tr
lxIN\oo\
F.zHU)Hx,IN\oa-
f{au,
tr
lHI6l
\oo\
6€o\-ozIN\oo\
d
6€o\
FaozIN\oo\
F(
€€o\
FlozIN\oo\-
6o0\
-lozIN\oo\-
6Oo\-ozIu'
)
fl
'o\
F(
-?czOH
EENb<z
tr
o
U
<6
KEH4
*EHH
eMBBEtsz
ZEtHIELrz
Il{
u)
.
e2
3E
EEHd
EEHd
E
E
E
E
af^F.
"
,
r.
{

a
$E
M
a,
f$e
TM
TM
3b4
zoE6Ea
fi
ilE6a5eo
fiutr
l
()6a-)ea
HHHH
tr
!r*
Hs
gH
EI
rr
a
frUzr{FEEI
v)HUaF2a>)H
s:*
f{
i-
ao{hadCA
*hL.
ilhadv)
Rl!A=Jv,HEz
GI
:*
ts&A
HtJoHrl
rv)}NUI
Di
l
FH
zBHE
\o=*
-olnd
\o(f
i-*
\otl-*
\oI*
\o!*
\o(a-I
\o(v
l-I
\omd*
I3*
\o(AFa*
Ee
-
N
ca
t
rt
1
\o
F
6
o\
oEl
Fl-
or
(\
t
fr
lo4O{No\o\;=t-
i
frEil0afrFIfr
t{a4zIbDfru)a,t
i6;r
lF{UHo{
14xpa3aIazrt
frpv,od14&,,HF.
rqFJfi*.F.
,aDo-rl
\oI*ti5z
ratrzHEoL)
ff
dT
"f
r
u
ff
sH
B
sH
ff
sH
ff
dT
"H
x
ff
dTe6
14x
a
dT
"H
il
a
d3
"H
x
ff
dE
il
f
r
H&
HH
tr
t
f{bzrqr{a
HbzHv)
Fr
HbzHruU2
HbzH?A
EI,bzHu)
HbzEI
rI
Ia
EzHu,
u,F4HfrTg
Hil
u
t
pt
u)
E
d
Ot
r
:l

?)
U
H=
E
Er
E
UP
a
H=
E
,r
I
E3
H
UD
a
Hr
E
H=
E
H=
E
11
6
|
Eg3"
fr
a
Hr
Hr
Ea
Hr
Ea
Hr
eHHHE
FIz9H
t{

tr
EE
Ho
O€o\-ozI
rr
.
l
t\o\-
€6o\
F(ozI
rnr\o\-
oOo\-ozIu'
l
t\o\-
a6gBzjt\o\E
66IozjFIoE
€€o\-oztN\oo\
d
€oo\
F(ozIN\oo\
Fa
Hztr
Iu,
tr
l
tr
I
u.
|
\oo\-
lf
.
loo\
Fl
tIlbo\
-(
-?DZOE
AP3H<z
tr
o
U
eE){BEz
$s
x
a3
E
a.poa2Ee
$3
3M
JM
TM
EM
TM
3M
TM
E
E.r
\oE
zoExUCAHe
lf
1N:koaH
$anH
$aH
HeNP$
AE
aE
Ir
laNEE8I
aE
,
F3
Hz*l
4AHE
H,
3I
4AHg
0ezxPu
,
tr
o
f;
E=6
2d
U
zBHE
\o(a-*
\oI*
\0(a-*
\o(a-*
\oT*
\oI*
\oT*
hNN*
iI
E,
t
NFa
FI
d
$Fl
rf
1-
I-
t\-
€d
o\
d
R
o(afr
]o40{No\o\;t-
i&B&oZEJsxHozahtJ-)*Fu,a,t
iaF{sEsIx>Ju,odfr
lt
)IAzrqxDaodEI&h2BF.EI&I.JfrHeDoFl
'-
1
\o3I
frbz
raEr2EIEo(J
sE
H
E
ff
gH
E
orI
fr
H
E
oIT
gH
E
oEt
I
gH
E
gE
f
i
,
UE
E
*E
E
HH
*8
f
i
:
$H
3
Es
s
E
n
u)
t{&HilAg
cr
)F.xEilAg
Hfr
a
Pt
r
t2

!o
3E
U
HEu8
slF,
E
qd
U
Hu
l
*
r8
l
*
HB
E
8o
Es
H
r
3E
U
Es
5H
aHE
dE
Zhf
i
cxaBdE
a
eHHdf
;
a
zTEHE
HH
Ftz9E
Fr

lr
il
AEo
u'
r6o\-ozIar\o\
r.
l
l/
l€o\
F{
INf-o\
Fl
h2ru?t
)
tr
t
tr
I1r
,bo\
F(
N6o\
d
IN\oo\
Fa
N6o\
F(
I
\ot\o\
r<
2Hv)
tr
I
ilrtIt\o\
2HutHH"!
\oI
2Hu,
tr
IH"l5
cr
2
tg
,
l
<
DZOHEE
Nt
a
<z
EO
U
rueNuaH
eETI*,
ts
{z
$a
a
ci
f;
EgE
ci
f;
Eg5
Er
E
H*
q
a.B8
3P
(a(a
tr
ip
EM
\oE-iE
\oEjE
E\dE
a4
a
H8
-
E
H=

H
H
E
zotsFrH6aE{e
E
HEHH
rr
lF
AaL.Hat{&fi
3z
a
HH
H
EE
3z
H
Hg
H
TE
E
do
U3z
A
EH
H
EE
fi&tr
l
()&of{ltDeo
HI
ti
l
EE
zX-
t^

El
JEC
,
U
,c
i
fr
o
d
a#
1+
l

?
gE
FI
,l
a
Z3HE
o\ol*
t?NN*
td-*
\o(a9=
o\
CA*
E*
\o(a-*
\ori-I=
Ee
-N
N
tr
)N
N
IN
5
NR
mR
F{ct
lHo{At\
Ie;dHtr
l
il0zEEFIEIrazzoEDH,zoUti2oFUHAtr
l
ilDU'3UaIaztr
l
ilDv)sUEIcE,EIEIl
lEFl
frEIHeDoEFl
\oII,;52
?nE(zrdEocJ
UE
E
sE
=
atr
l
r3xB
tr
l
il
EzpilUil
EzhI)ilUil
Ez>r)ilUil
tsz!r)6x
qEEH
tr
l
o

A
ti
.
z
z
H3
H
E
u,
I{frFIxAg
iH
I
g
E
iH
I
g
H
iH
I
g
H
iH
I
g
H
tr
]4nHB
U
Ee
E
q
3d
E
7
E2a
B6
8
fi
:
H
f
l
fi
:
E
f
l
fi
=
B
f
l
fi
:
B
f
l
Es
3E
aEf
i
)i
lhgBE
Flz9E
lr

Er
leEdBro
de<
I
ra€Cl
r
tt
IrzEIU'
TT*IF(p6-
o\6o\
d
I
ra(Do\
d
t\
leElozICAoFI-Jlr
cle-ozIo\
(DFlDlr
clo\o\-ozIo\€Fl
liJf!
2EI
?nEIxI6(pFlDtr
-?>z
8FXENh<z
EO
U
ZilUFIIEz
rlzHNilaHtt
o
tt
r
l
Pf
i
J
H;
E
Yi
l
Tra
aU
?o
.
EE
IE
E
E
E
E
E
E
zotsEFIxHe
a#
z4
tr
r
0
02aa
ZEg1
tr
H
zoEH2H
NAH
2
gr
E
HE
E
H
U,
xo

.
zfi0eEs
;i

r
trIDFl
JA
zfi0eEs
ii

r
EIB;
zfi02H2EN
f,
*
EIIir)Fl
CA
zfi0eEs
ii

*
tr
lIDFl
CA
zZ
IE
oFa*
tro\GIaI{
B)
\ocr
l
d
I
\o('
t
d
I
\oC,
I-I
\oc'
!
d*
H.a2
to\Gl
H\
$/
,
tr/
|
raorn
Irn
t\or'
i
F{cr
l
FI
?J(AGIe;-Hdtr
l
,l0ztrntrFtEazzoEh)tzoUtizoFC)EHilp3C)k3aztr
l
ilpHUtr4ETHiil:FeDo3trl
I
?atr2rtEU
tszD6I
{E
i
aa
iH
;
,
H4n
3H
U
f,
r
B
f
l
fr
n
EH
FlEB
il
eHo
GI
o\o\
!aozIo\oFlD)r
-?cz
8FTE
Nb<z
EO
U
0.EEEF
E
zo-Ets/He
zfi0eEn
6i

r
tr
lE)Flo
zZII
\o
(l
!d
I
H.a2
sl'
l
fr
lo4A
Io\-il*IN€o\-
Io\
Fa&INao\-
il
H
E
g
H
E
HFEaf
r
poe
.1sil
2EE
r?E,
>
oz
(f
)0r
)
fr
lo,(Or
:i
:
:
:
i
f
f
i
:
i
i'
:
i
1
,
#
i
,
!
,
:'
!
!
l
:
'
r
.
:
.
.;
:
i
i
i
H
:
i
u)
trzHEoUHE
Hfr
a
Pa
r
f2

t{
3hEs
E{

EC
3"
Flz9E
tr

t{
XA
Ho
r'
l
t\o\
d
IN\oo\-
lnt\o\-IN\oo\
d
lnt\o\-I
t\\oo\-
.6R>t
>J&fiIN\oo\
Fa
.oR){Fl
ilfiIN\oo\
FI
.6ot\aEIN\oo\
Fa
3RFr3IN\o6\
F(
h2HU)EIxI€€o\
FI
zEE
zBozM3
u)
al
aczOE
EE
NU
J
<z
tr
o
U
Ez
tr
I8z
H6z
zFozM3
zBozY,p
zEzM2tJ
tr
]ez
Ez
zBozE
zBozMzD
ca
.
e2
3P
Ez
tr
l6z
EI6z
zBozMzp
zBozV.p
zBoazp
H6z
ri
lzoz
zBozE
zBozE
2otsHH6aE{e
Hv)FpEE
u)
'
Dne
Hu,Fpaf
r
DoZ
H2Fr
EH
a'e
frUaFHB
hEJu,gu,
HoHu2F
frUztuFHF
Hv)F:
E
u,Daa
Hr
r
u2

Y.
F{
EH3a2r
H3n
*Eap
YoZ
HaFJ
il
E
.J2
TEEE
\o(a-*
\o(aFl*
\o3*
\oI*
\oI*
\oI*
\oI*
\oI*
\o3*
\o=*
tr
.a2
€-N
o\
tr
lN
cN
!tN
NN
N
traCf
i
rn(a
(f
I
$rr
1
r,
,
l
la11
tf
1
-f(nHo4Ar
?zHEoU
EN
E
E
-
HH
F.
N
(
v
)
EH
B
zz
z
ru

ru

r4
HH
T
4
u)
u
)
a
F(
NHr
u
E8
zz
HE
l
El
H
u)
a
F.
N
(
A
HH
H
b8
8
zz
z
Ir
l

rq

H
EI
H
E
I
?t
)

a
u)
-NEEzz
Hr
4
Hr
u
u)

u2
E{*aPt
r
AHOt
{d'
Es
3H
Jz9E
F.

Fr
il
AHo
o6o\-Io
aIch
Fl
t
oQ
6L
Ja
ri
-taor
DE8
3f
i
H*.
f{au)
tr
lH"i
\oo\
t{zEI
u2ri
l
tr"lEoz
a
a?
<
czOH
APHE
N?
A
<2
EO
U
HI4frAgHEI
Bf
l
H
[
E
a
B
g
a
E
H
zBozMzJ
fl
a
a
a
A
B
g
s
t{
a.po
3E
HH
ci

t'
i
EE
of

ur
EE
e.
f

t'
i
EE
EI6z
H6z
zoE/U?t
)He
HEHg
2HqTEP
E
EIoz3Eat
r
Fo
t'
'
!&oz
J14Fxil
,o!4Zaha*.
r<]-
\
Ioa
1,
3
HE
rr
'
l€rn*
Emtn
I=
Nf-tr
.
)
rr
t
8-I
H
H.B2
r\N
6N
C)
(r
)N
tdiN
dIHtrHd3EFE/oxoeBf;xJu,6u,ailazaatQ
€
fr
E
2c
:B
F.

aD
l
I
AH
H-
r
H
Iq
T
s
SE
H
a
EE
6
i
Ea
E
E
Bq
H
t
EI
EE
E
r
t
|.

.a

a.
=
Gl

fr
l
I
HH
H
tf
)mfr
]o(P{
raHzrf
lEoU
fi
r
E
f
H
t
*EE8
Hu
qHHH
pt

6l
Hr
{
58zzHH
aa
F(

al
r4

rq
88zzHH
aa
FI
N14

tr
]
h2bbzzHH
u,

v)
F{
NHH
bbzzHH
aa
-6
1HH
bbzzHH
av
)
EEzzHH
au
)
EEzzHH
u,

u)
r-

6l
rq

rI
I
b8zzHH
u,

u2
HHa
Pt
r
E2

ll
3H
UEn3*
FIz9HHHXA
ratro
F{aaEIH.iEBz
2Hv)
tr
l
x,.iEoz
tr
{2tr
I
u2HEIN\oo\-
t{zHu)
Er
l
fr
,
IN\oo\
f-
a2El
v2ri
l
tr
I
d6o\-oz
h2EIa14xIulbo\
h2Is
l
u)
ti
lHIo6o\
r(oz
L{aatr
I
trJ6Ioz
a
a?
<
czOHOPHE
NU
)
<z
tr
o
U
A
-E
I
E;
3E
T
tr
l6z
EH
EzHH
ra
I
a
a
a
H
HE
H
H
H
*PoxU
a.B'
3P
EI6z
Hez
Hzoz
Bz
H6z
rl
l6z
Ez
zoE6CAr{A
EIuuI
Hf
E
ts
E
E
-d
Do
tr
IHe
HEEI
tu
>t
&U4
Ht
s
tH
ilH#u
(,
x
es
*UUH
U
tr
I
(,xBats
ao()eodDE
Az
58
3
HH
E
EE
H
EE
zZEE
\oElv1d
ln?=
\oa*
f-?=
---*
t\Fa
-l*
aT*
Huto\F-*
Ee
|'
1
-
o
\
ct
r

oa

-
NN
t
f
oR
R
NR
Fr

O\
u1

N
N?
fi
rr
1R
\g
-
t1

t"
)
NI
rJot4Il.
.l-lrExBdut.
t>oz)o6ozIf;HJV,coo6ilo?iaBtr
o
o
U:na
ad
;
-,
p
I
aH
3*
E
:
X-
.

r
5
H3
E
?
,e
E
E
ai
l
E
t
F
[
?E
EE
I
E
Ei
1
t
|
*
aa

oa

aa
:t
N
(
'
l
l
Et
s
E
r
22
2
ro(nT{o4A
-IouI*.FtrE-IaftEBeJo6eBt&-)v,
ilo3t)aBatr
E
h'
l.
:az
2c
:B
F
aO
l
I
$H
g
iX
Iq
E
i
EA
-
s
Aa
E

E
EH
I
E
Ei
1
t
i
=
.a

aa

aa
rr
N
(
f
l
I
HH
E
f-(nHo40{
JoUIHt-E-ItsfiHFozJoxoa4Bil&bv)&oaxeL'|iBai
2c
:B
F
aO
l
I
as
S,
F
I
Eq
H
t
FE
l
g
EE
X
E
EE
1
a
i
"
:r

?{

ot
l
I
HH
H
@(7
)Ho4tu
?zFIEoL)
tr
I
(,&$a8a
oz
Io\
()
-
'
AZ
3Bp>
tr
o
r=
EI
il
sEgH
dNHT
T
h2bbzz
r4

tq
ru
H
?D

?'
)
*(
\
l
r$

r4
,hbbzz
Hr
I
]
HE
I
u,

u)
_NEEzz
EI

r4
HE
I
ca
A
-t
NHHbbzz
HE
l
HE
I
u)

cf
,
<$
l
EI

fr
l
88zz
HHHE
I
ch

u)
-6
1
HT
T
kkbbzzHH
cl
,

?t
)
Fr
NHH
bbzz
El

tl
l
EI

tr
I
u)

v)
F(

6l
EEzz
HHHE
I
au
2
-o
l
tq

Fl
HHbbzz
tr
l

H
tl
l

tl
l
u)

u)
tr
l
fr
aPe
{
U)
!
E
Ot
rd'
En3"
Flz9H
F.

tr
XA
t{tro
F{zHari
lEI6lEoz
2tr
l
u2
rr
l
tr.iEoz
22tr
]
u2
rqtr
!NEoz
F.aarqx"lt;oz
2rl
latr
IH"l5Bz
t{aaHol5oz
kau)
ETx.iEBz
haaEl
fr
,
.iEoz
o\6o\-INI-oz
u)
ol
t>zOH
EE
NE
2
<z
EO
U
HH
f
i
a
tr
I6z
HA
3
T
a
A
E
Ba
H
rf
lzoz
EI6z
tr
I6z
Ez
te3E
tr
I6z
r06z
r46z
Ez
tr
t6z
Ez
rlzoz
ru6z
H6z
zotrLEaHe
fiT{

TI
I
fi
H
f;
E
pa
frF.

EI
<oEf
t
fi
E
pa
frF
Ed
I
<0
rHu
t'
l
fi
E
p
EE
frF{

tr
)
*HHE
,J
rqo&sUaHooZodJE
frF.

ll
l
IH
fi
E
)
Er
rqo&tsaEAoeAdDE
zZ
IE
at\rn*
a\or\
|f
'
l*
v1alf
1*
FIo\
rr
.
)
t
q
q
o\N9
o\
(a9=
NId
Ee
-R
NN
mt
t\

l\
N(
v
I
tt\hr
laFN
\oR
FF
aN
o\N
-lot:I-Fr
tiHJaftttFae)oxoeHil)U'6v,adffhau,E6fr
E
2c
F
-9
I
$H
3e
H
:
Xa
r
5
Se
H
e
HE
:
'
i
lu
E

H
IE
E
E
ai
l
H
t
HE
I
E
Er
l
'
r
t
aa
;t

Gl

nh
EE
E
r
22
2
o)mfr
l
(,
,4A
.lIgHtrEdIdfttro3o6eEEIu,&ooacozL'
laau,E6U:aa
ec
;
-H
T
$H
3'
E
I
X:
.

r
C
Sn
H
s
EI
E
I
HE
T
E
sq
l
t
HE
i
E
EE
1
c
d
aa

aa

aa
=t

Gl
.

t.
l
l
BE
E
r
22
2
ENEEzz
ri
l

rq
EI

EI
u)

v)
F(

(\
HHbbzz
HE
]
lU

lr
l
(t
)

u,
EEzzHH
u2

?t
)
-Nrl
l

El
L{

L.
bbzzHH
aa
F.
N

(f
i
tr
l

ru

El
k
ri

J-
t
bb
b
zz
z
HH
H
au
)
u
2
F(
NHHbbzzHH
u2

u2
EE
E
zz
z
HH
H
u)

v2

u)
EE
z2HH
u)

u)
h2ruU,
ITxINEoz
2aut
rqxrIo\
rao\
tUHa
AB4E
s
BH
E
HE
D,
ruar{
fr
,
.i5oz
Jl2EI
v)EIE"lEoz
2ETv)
ITH.iEoz
sa
H
I
B
B
El
EI
(,
ilsUcn
Io(,eodDE
frTEEf
t
fr
E
p
EIu*sUu2
Hofidoo
tr
j
lofi
EAi
l
oO3e
DE
o-f
tE
IodA
dg-t-TEdBtrEFaJo6eIHilou,axazL'
)tau,OoUE
ec
E
af
il
-
i
H
r$
a
;
3e
H
a
HI
E
i
IH
i
E
Ei
1
t
i
=
aa

aa

aa
:r

Gl

r,
'
I
EB
t
s
r
22
2
EHnEJGo\;E
hav)HHI
t\6o\6D
N8r
alEH
EaB
a
r
I
a
Ex
E
aE
TI
tofi
Hae
9A3P
>)E
H(,fi
Hoe
12
O
3P
DE
Efr
HHH
ad
9Ae<3e
Do
Bfrs6u)
tso()eodDE
F{sfHodAr
?zFIEoU
HEd4
2C
,
H,
Ed
e
H=
Ed
Z
qHHE
Fi
NEHzz
H
Tt
I
ri
l

El
a?
a
Fr

Ol
Hr
4
B5
zzHH
u)
a
:t

$l
EEzz
Ht
r
l
14

tu
v,

u)
Fi

ol
FI

FI
HHbbzzHH
au
2
-t

$l
rq
H
hL
{bbzzHH
au
)
rr

$l
sl

tr
l
,hbbzzHH
u)

u)
F.
NFl

tu
HHbbzzHH
(h
a
EEzzHH
NFr
ts
abztuEIU)
-$
l
HH
hhbbzz
Hr
I
1
tI
I

Et
ut

u)
-6
1HHbbzz
ru
H
I{

EI
U,

U'
H*aPt
r
U)
t
i
l
3H
UEn
3'
*
FI29f
r
t{

Fr
XA
rl
ilo
F.afrx;€3){=
f{2EIar4x,INEoz
F{zHat{x,INEoz
aaHx,
.i5Bz
2tr
I
u2
tr
l
x,"lEoz
,,
tr
l
u2sl
tr.iEoz
h2tr
]v,
14tr
INIFaoz
E,EI
U2EI
fr
,"lEtsz
heaHHIN\oo\
F{au2E]
tr.i5oz
L.au,
tr
Ix,"lEoz
u)
ra
l
t
DZOH
e;
r
TE
NE
2
<z
El
o
U
IaEH
Ez
rq6z
ru6z
*DHxE
B$
a
a
$
A
tr
Izoz
tr
l6z
rl
t6z
zBoa3
zFoazJJ
a.po
3E
H6z
r4ez
Ez
Ez
tr
I6z
Ez
Ez
Ez
Ez
Ez
EI6z
zotsfrH6Be
Er
Hr
dEIF{

ll
l
fEuF
l
f;
x
Ja
frt{

li
l
3t
7
Ef
;
fr
A
J
frF.

EI
fHHE
Ju,
Er
HTB
rTHE
>)?t
)
Es
Ht{

EI
<oEf
t
fr
a
Ja
Es
frF{

ti
l
<(
)
Ef
;
*6a,
d
pu)
rEHE
AEt\3*
tfCA
|f
.
)*
Go\
r'
)*
Nq
Ha)
\o(a9=
Fu)
\o(aY
$o\9
0\E
U)
,A6lA*
N\o*
NN9
tr
.B2
g
(aI
$
v.
|
\o(a
Eri
r\
\o('
r
ot\(a
-t\
(t
l
tt\
(f
i
rat\m
\oF(f
)
rJoEgHtxHJa4EFepo6o4BEJU'cou,a7e{)aaoni
2c
E
nB
il
_
.
;
H
F3
'
e
SE
B
A
Ea
E
I
Hr
T
E
fi
i
l
E
t
EE
I
E
EE
1
a
i
4
aa

aa

aa
=C
{
r
l
1
HP
H
r
22
2
c\
l
-i
l
ft
lo4O{
-lougra
iFFEJacHl-,azpo6oz$&Du,&ou,aatlaBAui
ec
rUH
sX
I
gt
r
Sr
E
I
X^
.

r
5
Sn
H
e
EI
H
g
HE
E
E
si
l
E
t
IEEi
1
t
i
=
.a

aa

aa
:?
{
(
r
t
I
HH
E
(asrHu,4Or
i;
'
:
'
!
3
I
i
i
:i
:
i
:
1
p
l
i
:
ii
i
t
t
.
:
'i
i
:
i
t
t
'
i
ii
:
.
F
l
'
:
ii
l
i
i
:
t
S
i
i
?zHEoU
HE
$n
u)
F
Ha>2a
ru
E
p3
$H
v2
H
tsA>
2a
HH
F.

6l
EEzz
H
rs
l
Et
H
a?
a
FI
NHH
bbzz
HHHr
q
aa
-6
1
HH88zzHH
u)

u,
-NHH
bbzz
tr
l
t
r
l
El
H
u,

ut
-NHB
bbzz
r4
H
HH
u,

u)
-NHr
u
L.

Lr
bbzzHH
av
)
EEzzHH
au
2
Ha
3HEn
3n
FIz9H
Er

Er
il
eHtro
hafrx,J€c^;ts
$E
H
HE
E
F,zfr
larqEIN€o\-
fi
r
-[
lHH
fi
a
iE
lHH
$8
f
i
HE
E
$EHH
-?czEH
f;
6
U
EA
B
H
I
HH
B
E
[
Ez
Ez
EI6z
HA
B
H
I
i-
H

aI
9,
J
.
BE3E
EI6z
Ez
Ez
Ez
EIzoz
Ez
tr
I8z
2oE6aHa
Bfi
Hai
l
9t
r
e<3e
,-
)F
He
au
OO
3P
,)
Ef
i
E
HE
E
*a
A
frdoEilHFH
frdoE&FI
HFL.H
H(,&tHE
AE
9Ae<3e
DE
He
ai
l
9OZ<3e
D
LaEE
orfca*
rf
1-*
t\-*
a-*
('
)NFl
!fNI
t{
-tr
1rl
E,
l
Y1o\
(a
t\o\
cf
l
oo\m
o\o\
rr
l
Is
-I
Not
rIougttrtrHiBfiFr'oeJo6a4tr
IHE;
ilJocoaaglo7laau,
!l
ouI
ec
T\
IH
sX
c
9E
H-
.
H
H
Eq
T
g
Es
E
A
Hr
T
E
IH
I
E
Ei
i
'
i
4
aa

aa

aa
rr

N
tf
t
FI

FI

EI
EI
I
,2
2
2
F3B
EH
EH
I
'E
?
3E
s
;E
E
3f
u
1
ET
E
il
H
t
E
?E
EE
E
1=
i
'
i
"
aa
re
{
i
l
t
EB
E
22
2
Hi
E
E
EBHH
f{2Hv,Hx,tNI-oz
h2lr
lu,EIH!
F(Oo\
toz
F.au,sl
trj6o\;oz
E$
H
[
r
a
a
r
Ha
B
E
A
E
Ir
lx
HE
MeEH
fi
r
FN
-)ou)
Ix
lOsi
l
fs
lo4ft
JougHfIail
tr
ItFoBo6eB{HDV,6on0,d#BtC
aAE
2c
;
_g
I
AH
lq
E
I
SE
H
a
EI
E
I
HE
T
E
$q
E
E
EE
EH
i
*
i
a
=r

61

('
'
l
BB
B
,
22
2
FL.2TB
Ef
r
EH
I
,E
?
PT
E
'
q;
d
v
tz
E
il
H
E
cf

b
1
EI
E
qE
E
E
7E
EI
E
iE
E
aa

aa

aa
:r

Gl

dl
Et
s
t
s
22
2
f-sf
fs
lodO{
aHzEIEoU
H5
32
lH>4
i
l
BE
&D$n
u)
F
ts2a
HO
t-
Z
Hf
i
H
86
3
,bz
:

cr
2
ZE
F

H
EE
H
E
EE
H
E
Ei
H
E
sHEE
EEzzHH
?D

V)
-s
lEEzz
HE
I
HH
aa
-Ntr
l

El
b5zz
rl
t

14
Hr
u
aa
HH
Eg
E
zz
z
HH
H
Hfr
aDa
.
ta
H
3HEn3"
FIz9B
tr

tr
xe
Ho
Hafrxil
I€€I){=
fi
a
-E
l
HH
$E
H
HE
E
hanx,;FIs
.QR>tFl
ilfiIabo\
2El
v,HE"i
\oo\
t{aarr
lH,i
\oo\-
s2EH
f,
B
U
o
.
ET
t
Hr
3
Hd
=
r{
o
I
EI6z
ia
B

rl
Ba
$
H
H
&E-
EH
a
Bz
lA
.po3E
EI6z
H6z
EI6z
H6z
H6z
Ez
2oE6aHe
dtr
ITB
rHHE
pv,
qqHH
EI0&rEH
12
O
3e
D
ruDJcPH
tBH;\-)o
Ei
a
nx
u
gt
s
E
#,
a
t
r
FI
F'Ua

El
BE
fr
9
,
HE
B3
()EEFEE8
i.
1,
3
HE
Fo\3
TF{
rf-*
-N(a*
o\
tr'
lsl
8tn*
Irn*
Er
.
E2
mc)
t
-o\
t
(f
l
(t
6o\Q
(aI
\o-lr
1
t\-|f
1
JoxIFt-xh{Jail
tr
I
ttBeJo6aeBE)u,6u,oetIzilBu,EI
GUE
2c
:85
EH
H-
H
E
E;
H
3
HI
E
I
EI
i
I
Ei
E
E
aa

aa

aa
;C
{
i
l
i
O
HH
H
o
@sf
fr
lodtu
EH
f
i
a
f
i
r
h2El
v)
rqfr
,
IN\oo\
Fl
,,ElU)sl
tr"!
\oo\
hafrfrrIo\6o\
F(>{=
F{av)Hx,IN\oo\-
HB
H
i
frEH
fr
A
)J
EHA
,-
,
HE
H
E5
B
fi
H
Er
Hs
Jot4IHtrTHJtscHFe,lo6o4Bf;
ilJu,&ou,acaz*|aBv)EEufaa
ec
:B5
Ef
r
H-
,
r
H
)j
e
i
l
"
;
3E
H
E
EI
E
I
Hr
T
E
EH
I
E
Er
1
e
i
a
;
t{

rr
r
I
HH
H
or
rf
fr
to(ft
0ErzrdEo(J
*335
IE
f
i
H
sB3aEE
GlEzETEI
tA
(\
I
tr
l52Ho
rd4e
,
U,
^
t
t
3A
Ufr
n
Tt\.
-
tr

td
2c
e.Jz9E
Er

E{
da
rdtro
Fo\-Io\o6-
Hz
-E
l
HH
tIU'Bc,
\;Jilfi
2t{U'
EI
il
,
IOr
r/
l
o\-
2r{frx;oo\
d
E,
ti
l
3T
'
ITEICAo€r
r
!a
.lg-
-?2Zs5
iEEO
U
HA
[
a
aa
a
1
EIzoz
2'oz)azp
3H
E
a
E
g
s
1l
,
i

ai
x
$B
f
l
A
U,
.
E2
EE
EIzo7
tr
lzoz
EIzoz
tr
lzoz
tr
lzoz
,oazD
zoFl?LE'
iltt
rda
Ez
{
O
ca
i
A
BA
E
TH
H
JOo
(,2HE
=-
i
l
nE
fr
Edo
otr
l
tilo3o
0z5HnE
fi
Hdo
otr
l
6Ir
t
r
<(
,
t3EH
tr
r
l
EBBEeaBP
E*
zZII
CA
rt
I
-ra
IF-
-t-r/
t*
o-(\
I*
clt
€C'
t
c?
Elz?T
F.z2
('
l
rara
Fr/
t
ra
€rar/
l
Chv.
l
ra
Ira
E
B
gEhE3Et2egazEtD.D6IIE-f3Iti
i
aE
[i
r
3
aa

aa

aa
rG
l
i
t
O
EE
E
onfs
l
(94A
?zfr
lEoU
o14
.JEA
2-
'
8E
2o
Ft
H
fi
f
i
dEEZ
I
HI-
(
Ef
i
EZ
I
ts
l
ra
a
u2FHUHH
oedUUE
H
Ef
r
ca
€f
r
EH
olEI
fdbzrr
l
rI
1a
Ntr
l
f{bzHEl
u2
Ntr
lbzrTri
la
NFl
HbzHHu2
NFl
Hbztr
IHa
Nrl
l
hbz14rl
l
u)
NHf{bzHa
Nrr
lbzHa
NEzHHa
t\HbzHa
NHfrbzr{
ruu)
rnfr
aPt
{
la

!d
OH
Fl

Ea
UEg3"
;:
'
:
;
;
f
l
:
;
':
'
!
:
5
.
i
1
::
i
:
l
:
l
i
l
:
i
r
;i
;
i
;
i
f
i
l
:
;
l
.i
:
.
:
H
:
'
l
:;
:
;
i
;
f
i
i
f
;
:
1
i'
:
:
i
,
H
'
i
i
:i
i
i
i
i
i
i
i
i
i
i
i
i
i
i
i.
i
1
l
;
i
;
l
'
l
.
i
;
l
'
;1
1
!
;
!
;
l
;
l
.
i
;
l
;
:
Ftz9EHt
r
rA
e
tr
l
nro
Io\-I
t\
lno\
-loz
f{2EIaHfr
,
I
t-
lf
.
lo\
F.
hav)
tr
I
trJu1o\-
F.ztr
Iatr
l
x,INIo\-
2EIu,
tr
IEIN\oo\
Fl
f-
a2rI
I
v)slx,t
(\
l5oz
EE
F.2r,
l
v2HxJu1o\
hav)
ti
l
tr;€o\
h2I&
l
u,HHI
f-rno\
Fl
t-av)HHjo\
-?az
ot
s
EE
Nt
a
<z
EO
U
a[
,
H
3
TEHg
HP
E
>{
ilB&H
t
t
!dfr
i
l
E
H2
He4U
T
Ha
z
*
a.B9
3P
E]6z
rl
l8z
tr
l8z
tr
t6z
ruez
Hzoz
Ez
H6z
Ez
H8z
zEzM3
zoHkL6aHo
HBH5
dt{H
r&
t
Ef
t
f;
A
p
frt-

lu
((
)
Ef
;
fr
x
F,
Er
frt{

tt
t
#?HE
>)a
frFr
E
I
(oEf
;
fi
A
>)
frF{
r
r
j
l
il
H
*6HE
D
frEH
fr
A
pV,
Es
frt-
i

ru
<(
)
71HE
pa
ruofr
;
HHAi
l
9Oa<3e
D
t6EE
FNv.
|
I=
\0
lf
'
lj
f-tn*
NNlad
=u.
|*
t\N9=
Not\*
Ftr
.
l
lf
.
)*
Iri*
Hlr
'
)
tn*
u?;*
E,
i
(q-\o
t-\o
ur
r-\o
t\-\o
6-\o
O\
\
O
O
G8
G
oN\o
-N\o
slN\o
F)N\o
tfN\o
dgHt-EJailFl
HFAzJo6a4H&Ju,&ou,aa4Ti
iaau,El

so
vfnz
adE
rX
I
9E
H_
,
H
H
Iq
l
B
SH
H
g
Er
H
i
HA
E
E
sq
l
t
EE
EE
E
E
F.

e{

(.
l
l
I
HE
H
o
F{rf
t
fr
lu(tu
cari
(,a<:,
ta:a(JzItQ,F
I-,)
.E
0ErzqIEo(J
z29EHH
'
HE
E
8V
ls
l
El
.
3321
3E
gs
l
sE
i
HE
GI
tr5zEI
ti
lo
NBzrgEIo
GI
tr
l5zEI
tr
lU'
GI
t{5zEIEIU'
clEI5zEI
1{
JA
GI
ru5zEI
r4o
GIEI5zEI
1To
rd49
,
V,

rt
3H
(Jfr
n
\.

I
F.

ld
3"
Jzon
IEF.
H
il
a
rde.o
h2ElnxIaIo\
2tr
lax,i
?Io\-
?oI-
U'
CoI6-
?oIt{
-?>z85
3H<z
il
^tv
(J
z,oazD
.DEA
z
.o
$E
f
;
5H
H
dg2
.o
$E

f;
EE
H
ri
lzoz
DtoU
(4
.E2
IE
rgzoz
z}ozuzp
zEazp
zoazp
EIzoz
z'ozuzp
zIt-
tiTIilBr{a
zIq,dH?
FL5oo
tl
l

,l
Ig67
3Eead<BP
oJI
l
raE
EI
(?1tUgoIzEodDtr
l
jr{
ilooHz8zn
EI
(,1HtUcA
ts
toEI
(JILilpo
JIr
l,'ilo
zZEI
B-Hi
GIJrA*
'(a(,
\*
ot
EIU'6*
rag
EIzo!arl
F.42
t(a\o
€(a
\C
'
o(aI
cl
t€.
('
I
t\o
$\o
raE
Jo-IEfEaEtazeUazEtcJ1A6AIt2ilB3-
Yl
'
i3JE5
Ei
l
3a
E
:
Eq
E
$
ET
i
;
ii
E
E
EI
S
E
HE
I
E
EI
E
E
aa

aa

aa
-G
a
t
t
I
EH
E
C\
t
toE]o40{
U
H
la
I
HH
H
F{

glF
=B
i
fi
E
H
H3
E
4n
E
EE
H
r.
.

gaF
H
lB
E
AH

H
H*
F
EE
H
5r
I
fi
E
H
HE
E
H
la
g
fi
E
H
H3
E
3B
E
fi
E
H
H3
E
3r
s
EH
H
Ef
r
F
H
la
I
fi
E
H
He
E
sHEE
hk=frAE
h!rfrA*
EH*
tsfrAH
f{!-
aHg
tsHg
EHg
tsHg
tsEfi
tsH*
tr
l
fr
a
pt
U)
r
d
oF
i
d'
En3"
cz9H
tr

tr
XA
HTo
fr
f
r
EBBEB6
haaHtr
Io\€o\
I{au)
tr
I
fr
,
"l
Io\
L.2Hu,
tr
I
tr
!o€o\-
E,
tr
I
u2
tr
IEI
t\6o\-
otr
lIE5
fe
?1
,BHz
haaHtrJ€I
2Hu2
rux,Io\
lno\
h2t{u2E]
trIo\
HzEIalr
lx,I
t\r\o\
Fi
-?DZOH
EE
Nf
a
<z
EO
U
EIzoz
Ez
tr
l6z
H6z
H6z
EI6z
H6z
Ez
H6z
Ez
u)
.
B9
3P
Hez
EI6z
H6z
H6z
FTEa
dE
Zz
tr
I6z
r{6z
H6z
ru6z
2oHL.hIUuHe
Ea
EEEd
3HEd
?a6btr
l
,{EaDo
8htJrl
l
r.
tEf{V,
,,a
8ht)H-lE,IADo
u2
ilof{TJH,tEf{v,Do
U2MohtJtr
l{EL.
lt
,Do
5r
t
EHEd
HilFct
)sEf{h.
ilo
ea
THEd
l,
eHE
€*
i
(Tln*
\oO*
o-lN*
rf
'
t*
9
NrA*
\o9
(a-d
I=
Ez
cl
ht
(a
|'
1=
r.
l
rnt
€rnt
$
$
6\ot
dt\?
rt
f-$
\ot\t
oo
(a
tf
)H(94O{
?zHEoU
la
g
fi
E
H
H3
E
EE
H
3r
E
fr
f
r
H
*a
f
r
H
la
E
AE
H
fr
e
E
4n
E
TE
H
HE
E
4n
E
TE
H
HE
E
sEgH
tsfrAx
hl-
{Hg
tsfrrg
E{hfrAfr
hkHg
hL{Hg
Hfr
a
Pt
r
U)
E
p
OI
r
rl

c2
t
UEs
HE
d
3n
Ftz9H
Ir
H
fr
e
Ho
2Hu,Hx,Jt\o\
2EI
u2
tr
1xJoI
f{2HU2
tr
IHIN\oo\
tr
l
*r
HH
liau)HHJt\o\
f{au,
rqHIO€0\
F(
-?czOH
AP3H<z
tr
o
U
tr
l8z
Bz
tr
l6z
tr
t6z
Ez
tr
I6z
u)
.
po3E
H6z
(aEa
dE
tr
l6z
D,oz
tr
l6z
Ez
zoExIuEOe
?auobHr{EaDa
frL)HaDo
48EH
r<
a
36EEB8
a8db
r.

r{
3d
u,&o2L)H,lEJl
IAJa
t6HE
(a--*
tt\;
N-rntr
l
t\-|f
1d
l\Flrf
1d
o\
t\-*
Ez
t\Ft
o€t
st
-ff
NI
GI
o
Er4zPdHFEe
EE
rdHE
e
EE
I
E
E
EA
H
az
e
Z
;E
H
E
=t
1
=
-
HH
H
S
EE
!
E
HH
i
E
oa

aa

ao

aa
-$
l
(
f
l
t
BE
B
E
zz

zz
(onHo4P{
::
:
:
:
:
S
i
:
i
::
:
:
:
:
f
j
i
:
:
:
.i
i
:
E
i
:
ii
i
t
*
:
.
i
,.
.
.
.
.
@
t
,
!:
.
:
.
t
i
{
.
:
.
g:
;
:
;
:
t
-
{
:
1
:
.i
:
'
:
;
:
l
:
.
:
:1
:
1
:
1
f
i
1
i
3
1
'
i.
i
.
t
a
.
:
,
'i
i
:
a
i
/
l
:
'
:
'.
,
J
.
I
.
.
.
:.
:
.
:
.
f
f
.
r
;
:;
:
1
:
;
l
l
;
l
;
:;
i
i
l
L
t
.
:
.
,:
;
:
'
:
I
I
:
l'
:
.
i
t
I
'
:
.
.i
i
:
t
;
.
:
ii
i
g
.
i
::
:
i
:
i
S
i
:
:
li
i
i
i
i
i
i
i
i
i
i
i
i
i
u)
trztr
IEoU
IH
I
-
fi
r
n
H
HH
-.

6l
HE
I
88zzHH
u)
a
Fr5zruEIa
F.
NEHbbzz
Ht
r
l
li
l

lr
l
aa
-r
NHE
zz
r4
H
11
H
ut
a
En
gE
=
EE4a
o?a
*E
E
HE
EE
E
E
gE
E
qr
E
a
a
He
{
"
Es
Flz9H
E{
H
&e
Htro
\or\o\-IN\oo\
F(
a\oo\-I
t\
l
\oo\-
O\oo\
rl
I6l
\oo\-
Io\
Fl
IN\oo\
t(
sE
IEBEen
t\r\o\-
Nf-o\
F(
IN\oo\-
-Pcz
ot
s
AP
3H<z
tr
o
U
H6z
=bhajfrE
=-)
HilHE
Sa
l
a
l
H
zBozMzp
Ez
tr
I6z
3r
E
H
E
E
zEazp
tr
l6z
E
2oE6aHe
Ee
EH
H
3E
aE
e
EDr
i
l
i1
,
}{fiE
Aa
eu
5
HU&I3f
l
&oI
rutsu,Ifr
,
u2
Ho8
EHEH
g
3H
zBHE
Fr'
l*
ra
(v
r*
v1
(v
I*
Ef
i
I
TH3*
FsE3
c
rtNN*
lr
.B2
a
R
-R
NR
FIR
H
rf
1R
EEIz-)
I.
.
f4HFzn6
!l

r-
fr
4
1d
oi
lHE
a
*
II
H
E
Ea
H
iH

3a
IH
I
?
E
V,

a
H
H
37
E
E
HI
E
i
HE
{
=
:
t
to

aa

aa

aa
-g
l
m
t
EE
E
E
zz

zz
f-|r
)Ho,(0{
?r
)
IrzHEoU
EE
E
Ef
E
E
=OaEf
E
E
eEHE
rl
lIzHHa
Fr
HbzHu)
tr
Ifr
a
Pt
{
OE
E
o
i.
a
jE
a
U
EE<uae
A4aE?
HH
2i
l
L{Or
6
BHH8
fl
E<z
aaEE
EEHH
En3"
FIzEH
il
A
ET
tro
N\oo\-
r'
l
l-
.o\
Ff
I
(f
Ir\o\-
ul
aot\o\
F(
IN\oo\
Fi
zBoz!4zp
hafr&tr
rjFIE
zBozMzp
zBoazJ
t-6o\-ozI-6o\-oz
t\6o\-ozt-Go\
doz
-?>zOH
EENb<2
tr
o
U
PilHa
H6z
3a
B
Ez
Ez
z>ozY,
>)
zBozf4zp
H6z
tr
I6z
eHBr
E
TM
Ez
tr
I6z
H6z
zBoazD
zBozM3
Ez
Ez
zoHL.HxUaE{a
EA
H
L.L{AHlaFXEq5
HI
Fo

fr
,
3a
lf
lHu)trLozJ
Jdo3&t}{1u,
a(5edF{
rua
u2()edirr
le=
o
-l
ZEE
3Ed3
az
r3EE
zt
HE
raNN*
\o(Y
t-*
\o
(v
)
-l
I=
\o(qd
I
\o(a(a*
B-hI
F
B_hI
F
rn-<*
ln--*
Ze
H
t\R
oR
o\R
N
rnN
\oN
-CAN
Nct
lN
EruA44HFA*
Hr
-
HEFd
ietH
=
tr
r
d
o
\
r.
a

lt
{

-
F
<,
.
,-
H
EE
E
S
E
H
IH
az
i
,
"
'E
g
E
37
E
E
HA
E
S
Es
E
I
EH
{
=
1
'
aa

aa

aa

ta
-N
c
A
t
EE
E
H
zz

zz
@nfs
lod0{
?zHEoUHH
Fr5zHrqu)
F.

({
H
Tt
I
6bzzHH
u)

u)
ruIzHrr
la
rTbzHa
Ft5zHEI
?A
tr
I
f{bzHa
tr
lTE
!2

t{
3H
oea
4E
E
old

ql
N=
3THHHF
z
EE
I
fi
r
H
,
E
HA
u
l
EE
E
Es
FE3"
E5HP4+
EE
E
'
H!
E
-
,:
:
:
t
1
$
'
i
,i
'
:
,
l
i
l
,
:
:.
i
l
v
.
:
,
ii
i
l
i
:
E
i
,
l
ii
:
i
:
i
r
i
i
:
i
:
i
:
:
l
ii
i
:
i
:
t
i
i
l
i
:
l
l
i
i
ii
!
:
i
:
:
:
!
i
i
i
i
i
:
i
ii
i
:
i
i
i
i
i
i
i
i
i
i
i
i
il
l
l
l
l
i
i
l
l
i
l
l
l
i
Flz9E
Ir

tr
TE
Eo
Io\-Io\
lno\-
r\
\oo\PfrH
o\
t\o\
Fa
t6o\-oz
Oot\o\e=go\E
tLtz
-[
lrf
r
HH
e=$$
).
{Jxfi
a€o\
d
t
\o6o\
Fa
-?DZOE
EE
NU
)
<z
EO
U
$a
[
a
n
Ez
nH
Ea
f,
H
$a
[
H
n
tr
l6z
H6z
Ez
3r
NEc'
iE
H
ru6z
E
E
H6z
H6z
H6z
2oThL6ct
)rle
fr
a
e6
6
EoH83Bd
ilH
Hrr
)
r{EIAu,EH
JH
EE
u
d6
Ha
qU
5
HF?HFAEEe3
e
2H
EE
H
&
ut

IA
6E
-
H*
E
'f
r
l
Hf
r
zBHE
rL3s?*
H
t(f
l*
o6*
Nr'
l*
\o3*
rLo\
ohI
F
B(
nEI
tr
t
B-HI
Ir
'E2
mtt
lN
\oR
f-(r
)N
€('
IN
(aN
\as
FR
8F
N
mf
a
c
a
t2,BdHFA6
vt
\
fr
e1i
l
HE
e
6I
I
H
EE
$
H
ae
l
Z
'E
g
E
37
E
E
Hf
i
H
3
Hi
E
E
kH
{
=
1
'
aa

aa

aa

aa
-N
(
A
t
EH
H
H
bb
b
b
zz

zz
or
1r
)
fr
todAr
?aEoL)
EE&x
,
SU
A
E*
H
BE
ZEE
I
EE
E
E
EH
fr
E3B
E-
HH
6
HH
EzHHct
)
Hfr
a
pf
r
U)
E
A
3H
U
Es
s
Eg
H
E
U
Es
s
fi
a
E
s
En3'
,
EH
f
i
A
Iz9H
Ir
H
il
AHo
z>2Mzp
,t
EE
\o€o\-HzP\o6l
eutHtr;BozE
eH6&
at
)
ta
z
l
t
czOH
APHE
NU
)
<z
EO
U
H6z
zEzMzrJ
si
l
EH
tr
]6z
Ez
tr
l6z
Ez
H6z
3r
H8z
zogD
rD6z
Ez
H6z
H8z
Bz
zoFI2H6Be
}{do
,,
,
HHEH
U
E{
2AqEE8
EE
E
&HoEJxUahhrF
sl
tsdorlHtr
dr
u
OU
fr
1HEHB
H{
EEEE
Haq
3?

r.
,
EE
pd
zBEE
l\?
lnNN*
Nu'
l*
F-v.
l
tr
\
s*
(n(v
l*
$t\
-l*
sra*
Fr
.B2
o\
rf
1
rt
Ns
(as
$
o\
\o
t?
oF=
-l6i
I!
Etr
lzDhdHt{EIEr
HE
1dti
l
,
Eg
e
F
<,
.
1E
i
l
B
EH
g
H
aa
i
Z
AZ
g

E
al
l
=
x
HE
H
S
HE
E
E
EH
{
=
1
'
aa

aa

aa

aa
-$
l
m
t
HE
E
H
22
2
2
o(0fs
]odO{
.:
.
t
H
{
.
;
,
:'
:
E
l
i
l
u7IrzHEoU
HH
l=

u)
HE
g
H
EE
E
A
EE
r
E3
B
HH
$H
E
I'
E
E
E
E
*
HEg
,
r]
g
0
3H
SH
*BHf
;
?1
,

\.
,
Eg3*
u)33t
Flz9E
Ir
Hce
Ho
\ooo\-IN6o\-
hzlr
l
U2Hx;BozM3
tP,)
I666Floz
o\ao\
Fa(,Fr
rJN
hafr
ilAa:6I>{s
o\€o\-t(,6o\
F.
zBoE
xl
aof-o\
rl>tJ&fi!abo\
F(
(a
ra
l
<
czOHEE
Nt
a
<z
EO
L)
aE
tr
l6z
Hztr
l
HH
zBoz!4z>t
3r
E
Ez
TM
TM
E$M
Bz
tr
lez
zBozM3
zoEilUaHe
EH
I
doH34
qH
EIoI
BE
i
g
HE
F
HHg,DHD&Mzf;
te
H{
HE
dr
QT
9cHE
Zg
E
s
zBHE
tfN*
\odrnd
clo\
(v
t
I
u-
|or\*
rnot\*
o\*
ErQ-
ra
[-

co
?*
tr
I
(f
)odFl
Ee
\oo\
t
f;
rnErr
1
orav.
|
-l(au1
$(f
i
rn
t\t
6t
Erl
lzDl-
ldHFEr
n41dHE
,
EE
r
A
E
Ea
H
EH

3A
XE
H
U
Zl
E

E
HH
H
S
E3
E
I
EE
{
=
1
*
!a

aa

aa

aa
-(
\
m
t
EH
E
E
zz

zz
F{
\0Flo(A
0HzrdEoo
Eg
E
H
HB
H
E
il
t{

Il
l
I{

9,
cr
r
oH,a
a
(A
;'
E
s
s
aa
E
a9az
dt
4
'A

AA
EE
BE
i
AE
E
Hi
H
tr
l
il
aDA
r
(a
t
r
l
3A
oEr6,
"
1
HH
\.
t
sFE
l
2e
,
rlz9E
Er

E{
da
rdtro
z=ozMzp
a
Got\o\-
(\
l
\oo\-
EEZZHg
p
GI
o\o\-
k2H(r
,EIx,I€ao\-
I{zri
lU'
EIx,I€€€r-
0
at
-
>z
OHEP
iENc
a
<z
HAH
\r
/U
zBozvzp
zozvzJ
z'ozVzp
ti
laec9{
zoaz)
z>oz!1zp
Er
*
tt
t
T;
EIzoz
ri
lzoz
Ev
z>ozVzp
zo-tE<A.
EI&('
Jarda
E{
9?ee
qHHH
EI
(,do&ooJo
zotsfHEoFlo
n4U-
l
E;
HE
o
ae!EE
;
r,
2
oU
frEH
I
frl*
i
l
1,
3
IE
o\-I
H
t\aF.
I
\o('
T<
I
ts|<EF2J0r
\o('
I-I
raalA
I
o\
d
I
F.z2
o\
!f\a
-\/
)
rr
r
i
\o\r
)
ra
t\(a\o
t\t\o
o\
t\o
ora\o
EEIzhJirEI
:<EltV*
\J
l
\
Et
-
()
t
{
J4
Z
ISEf
i
dB
_
3E
a
HE
I
N
EH
A
H
€2
;
:
3i
l
3
0
,Z
H
E
21
;

p
gE
g
I
IE
E
I
=r
g
t
fr
2
3
:
tr
>
'
{
Z
IH
i
E
':
:

fi

r;

.t
EI
E
I
r
l
l
T
q
85
5
5
zz
z
z
C\
(0fs
lo4O{EdE
5H
EE
I
.H
5
ef
r
a
6i
c
4
e
EF
E
EE
H
E/
i
O
:
al
a
qH
t
E?
E
EI
q
nE
t
r
l,
1
6
r
t
aa

aa

oa
-N
(
f
T
EE
E
zz
z
mro
)HodPrI4dE
EH
5B
I
.H
5
PB
A
$'
d

e
tz
E
rE
g
?r
;
o
:
ar
a
qH
t
E?
E
Hl
q
--
Z
A
EE
E
aa

oa

aa
-N
f
t
)EE
E
zz
z
sr
roFl
(,dA
?zHEoU
eoHZv
t
8E
ztr
l
3oEI2o
,
.
7\
-

€
Eg
ztr
l
aeHE
qEU?
za
H
€B
ra
U
AZHE
GIEI5ztr
lEI
(a
rd3s
,
(/
2
s
a
3a
UEr6,
"
a
p3
-l
!
\IHr
d
2e
Jzt^
AxE
l
FF&a
rdero
r/
|
t\o\-IN\oo\-
2HatdxI
rat\I
o\ao\-I
\nt\o\-
2EIU'
EIxIo\€o\
t{zEI
cnHxI
.!o\oo\
i
trzEIU)EI&oaI
tr
l
\oo\
r{
z=ozVz>-)
;€f
r
;gu
ri
l
4x
,
trzHU'
EI4,
t\Oo\
dEEI
ca
t{zrl
lU'
EIxIo\
\oo\
!arJpFr
2ri
ln&OrI(,
\oo\
dop
0
a?>z
OH
APTEN(
a
<z
FI
A
HY
'
U
ci
>
gE
H
E
gE
UJ
i
E
du
ci
>
E$
H
eg
E
UI
I
E
du
$a
E
E
gE
OI
T
E
du
d$
E
es
E
UH
E
zoazJ
z'oz)1zp
z=ozVzD
z'ozXzp
zozvzFr-)
7oz!4zp
taB,
g
a-La

lr
il
i
iuB
E*
zozVzp
z'ozvz)
z'oz!4zJ
z>ozMzp
z=ozVz)
zBoazD
7oz)1zD
z=ozvz3
z'oazD
2'ozVzD
z'oz14zla
l)
zoE?LEl&(JEa
UOEHU'
2
B3at
2M
U'oJg;tZr
s
J4
IErl
lU'
UOEHU'
2
BE4u<F
vz5s
EH8eEX
z\
'
)J
E
-[
<Y9
TA9EEE
&o
E
-r
t22edE9
td
g
I
do
E
\i

tr
uc
n7I
9EEZ
co
E
\,

t<
7nPEE2
ilo
E
-,

[<
Y9
3A9EEB
1{
a
ilo
E
\r
F7A9EEE
ilo
3EI
Ir
rz:
'
EE
UU
'
E8
z3EE
-IGII
('
l
ra-!
GIINI
(,
t
INI
o\
r{
I
Fl/
|
I
GI
t\
I
{?-c^-I
cr
!
c-I
('
IY
raara
I
F.=2
ra\o$
\aN\o
\ot\
I
\o
t\(\
I
\o
€N\o
o\N\o
o('
t
\o
-FI
\o
N(a
\o
(t
lFI
\o
6(a\o
;JAti
lU&
eP3g
ti
eEE
il
vo{
FO
/
EHY,
z
il
oEEAE
dCHA
:33.
i
t2
:f
i
El

El
85zz
o
nrofr
l
(,(A
aErzHEoU€E
ca
Q
az
EE
EI5zHEI
(n
rdfr
a
Pt
r
ta

gt
3a
U
,t
,
&
t
.
,,
,
f
r
l
,
::
E
i
:
,,
,
k
,
..
i
B
:
,i
:
I
r
l
l
::
f
t
-
.
,'
'
i
a
i
.,
.
.
(
,
'r
.
F
'
:
':
'
L
i
l
.
:
,,
,
.
{
,
.i
:
h
'
,,
:
&
,
i:
i
t
i
'
tt
,
,
Q
..
.
1
.
.
':
:
4
.
:
';
.
1
/
'
.
::
.
x
.
.
,O
.
'-
.
:
f
:
.
..
:

:.
:.
:
}
:
.:

t.
,'
,
i
t
l
,
,.
(
)
,.
,
t
r
]
::
:
*
:
:.
1
.
(
A
,
.I
E
,:
,

H,
,:
:

Er
:
:
(t
.
.
::
)
a
,
';
:
;
l
1
f
:
.:
.
:
-
:
.
:
.
-
.
:
,,
,
U
,
:.
:
H
.
',
.
E
r
.
,
::
:
l
i
'
:
':
:
I
d
.
a
Er
3H
:Iz9EHH
da
rdCro
2EI
(tEIx,Io\
r9UEIo
tzEIU'EIdoiI
cr/
|o\-Tp)f
0
a?>z8F
f.
=sa<z
:
,-
l
HV
U
ei
r
p
z
tf
i
d
9
HA
B
a
02-
Et
s
ei
i
IB
:r*
a
zozVz)
zozvzp
zoxEra.
tsiloarda
oJsl
HllAEXE
g(
n
hh.
r{U'
oJEI
Itll1EXE
9,
,
'
EEIU'
7,
6
EE
-aFI
d
I
t
E-
.
z2
\o\r
\o
a$\o
EItrti
lUil
e83gH3
ti
eEe
.
xvEI
HX
9r
OFF
IE3EEI
T33t
t2
-NEI

tT
I
5Bzz
tstEI2trl-lx
o
or.c
H
P
Itr,
APPEI\DDT C
Solid Waste Management Unit I-ocation Maps
o
o
o
o
o
o
APPEI\IDDT E
Relevant Environmental Documents and Studies
Prepared for Thiokol Corporation
DOCUMENT
M-136 Burning Area Ground Water
Monitoring Program
First lnterim Report, Feb 1988,
Four Volumes
Addendum to M-136 Burning Area
Ground Water Monitoring Program
First lnterim Report, 30 Jan 1988,
Seven Volumes
Division of Solid and Hazardous Waste
Division of Solid and Hazardous Waste
Division of Solid and Hazardous Waste
Division of Solid and Hazardous Waste
Division of Solid and Hazardous Waste
Division of Solid and Hazardous Waste
Division of Solid and Hazardous Waste
M-136 Burning Area
Monitoring Program
Seco nd lnterim RePort,
Srk Volumes
M-|36 Burning Area
Monitoring Program
l99l lnterim Report
Sri Volumes
Ground Water
April l99O
Ground Water
M-|36 Burning Area Ground Water
Monitoring Program
1992 lnterim Report
Four Volumes
RCRA Compliance Plan
August 1985
One Volume
Ground Water Detection Program
M-136
May 1986
Two Volumes
OF ENVIRONMENTAL OUALITY
DOCUMENT
SUBMITTED TO DEPARTMENT
OF ENVIRONMENTAL OUALITY
Thiokot RCRA Facility Assessment Division of Solid and Hazardous Waste
September l99O
Four Volumes
Closure of T-29 Hydrazine Burning Pit Division of Solid and Hazardous Waste
Results of lnvestigation Phase
July 1989
One Volume
M-224 Closure Plan
April 1992
One Volume
Division of Solid and Hazardous Waste
M-136 Zone of Engineering Control Division of Solid and Hazardous Waste
Reports
M-|36 Drum Closure Plan
May 1992
One Volume
Division of Solid and Hazardous Waste
Soil Study Plan for X-ray Photographic Division of Solid and Hazardous Waste
Developer Waste Water Discharge Site
May 1989
Two Volumes
lnstallation Restoration Program,
Phase ll
Confirmation/Oualification State I
Air Force Plant 78
September 1989
Three Volumes
lnstallation Restoration Program,
Phase I
Records Search Air Force Plant 78
March 1984
One Volume
Division of Remediation and Response
Division of Remediation and Response
O
DOGUMENT.
lnstallation and Operation of a
Pilot Vapor Oxidization Sysfe m,
Adjacent to Building M-7O5
April l99O
One Volume
Closure Ptan - l-l O Burn Grounds
November 1992
One Volume
M-|36 Liquid Thermal Treatment
Area Corrective Action Plan
December 1992
One Volume
Partial Closure Plan
M-136 Burn Grounds
November 1992
One Volume
lnstallation Restoration Program
Stage 2 Reports
February 1992
Three Volumes
lnstallation Restoration Program
No Further Response Action Planned
Document
September 1992
Three Volumes
Division of Solid and Hazardous Waste
Division of Solid and Hazardaus Waste
Division of Solid and Hazardous Waste
Division of Solid and Hazardous Waste
Division of Solid and Hazardous Waste
Division of Solid and Hazardous Waste
o