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SANDIA REPORT - SAND^^-1 UC-721 Unlimited Release Printed August 1996
,
Waste Isolation Pilot Plant Shaft Sealing System Compliance Submittal Design Report Volume 2 of 2: Appendix E
Repository Isolation Systems Department
SAND96-I 32612 Unlimited Release
Printed August 1996
Distribution Category UC-72 1
Waste Isolation Pilot Plant Shaft Sealing System
Compliance Submittal Design Report
Volume 2 of 2: Appendix E
Repository Isolation Systems Department Sandia National Laboratories
Albuquerque, NM 871 85
ABSTRACT
'Illis is the second volume of a two-volume report describing a shaft sealing system design for the Waste Isolation Pilot I'lant. This appendix contains detailed drawings of the shaft sealing systc~ii and its components.
WASTE ISOLATION PILOT PLANT
CARLSBAD, NM
SHAFT SEALING SYSTEM DESIGN
DESIGN DRAWINGS
DRAWING nrmBER TITLE
WIPP SHAFT SEALING SYSTEM SHAFT LOUTION PLNI, ABBREVIATIONS, G U E R A I NOTES AN0 LEGEND
WIPP SHAFT SEALING SYSTEM S A U W E'ORMATION AIR INTAKE SHAFT STRATIGRAPHY L SEALING SUBSYSTEM PROPILE
wIPP SHAFT SEALING SYSTM NEAR-SWACE/RU- I'URMATIONS WASTE S H M T STRATIGRAPHY L AS-BUILT ELEItZNTS
WIPP SHAFT swxna SYSTEM SALAW FORJUTION SALT HAHOLING SHAFT
WIPP SHAFT SEALING SYSTEM AIR INTAKE SHAFT SHAFT STATION NONOLITH
STRATIGRAPHY L SFA~ING SUBSYSTEM PROPILE
WIPP SHAFT SEALING SYSTEM S N A O O FORMATION WASTE SHATT STRATIGRAPHY L AS-BUILT lhMENTS
WIPP LAYOUT
WIPP S M SEALING SY.sTM NEAR-SWACE/RU- I'OWTIONS WASTE S M STRATIGRAPHY L SEALING SUBSYSTEM PROFIU
WIPP S H M T SEALING SYSTEM 5- FORMATION EXHAUST SHAFT STRATIGRAPHY C AS-BUILT ELEMENTS WIPP SHAFT SEALIKI SYSTEM
ASPHALT COllROt sunmcc SALT / / r c ~ n ~ ~ ~ ~ FILTEII lmolna
STORAGE AREA- // WIPP SM s w n c srmm S W FORJUTION
WIPP SHAFT SEALING SYSTEM NEAR-SWACE/RUSTLER FORIIATIONS EXHAUST S H M T STRATIGRAPHY C SEALING SUBSYSTEM PROFILE
WASTE S H M T STRATIGRAPHY L SCNJNt3 SUBSYSTEM PROFILE
wAsTc n m o w a mmLoI~a SALT wncuna SHIFT
WASTI SHAFT
EXHAUST SHAFT
AIR INTAKE SHAFT
WIPP S M SEALING SY:>TB( WASTE SHAFT SHAFT STATION HONOLIM
NIPP S M SEALING SYSTEM S- FORMATION EXHAUST S H M T STRATIGRAPHY L S U N G SUBSYSTEM PROFILK
WIPP SHAFT SEALING SYSTEM CON-E PLIm
WIPP SHAFT SEALING SYSTW RUSTLER m w A C r t D CLAY COLUHW
WIPP S H M T SEALING SYSTEU N W - S W A C E / R u S T L W W W A T I O N S AIR INT- SRAFT STRATIGRAPHY L AS-BUILT ELWBTrS
WIPP SHAFT SEALING SYSTEM EXHAUST SHAFT SHAFT STATION NONOLIM WIPP SHAFT SEALING SYSTW
COMPACTED -EN PILL AH0 CONCRETE P W G
WIPP SHAFT SEALING S Y S T M S A L M O TORMATIOW AIR 1-E SHAR
'ROCK BEHAVIOR AREA -~
STRATIGRAPHY L AS-BUILT KL-S
STRATIGRAPHY L AS-BUILT ELMENTS
WIPP SHAFT SEALING SYSTEM WIPP SHAF7 SEALING S Y S T M NW-SURFACE/RUSILW m W T I O N S AIR INTAKE SHAFT STRATIGRAPHY L SEALING SUBSISTEU PROPILE
SAUW FORMATION SALT W D L I N G SHAFT STRATIGRAPHY L
1 3 - 'is
93 GENERAL NOTES: 1 THE mn NUMBERING SYSTEM (E-SOO. S - 1 ~ . ETC) 6 BASED ON ME
DIRECTION AND NOMIWL DISTANCE IN FEET THE DRIFT IS FROM THE SALT HANDLING SHsin'S DESIGNATED CENTERLINE LOCAWN OF N-WO, E-WO THE WlPP PLANT COORDINATE SYSTEM CENTERLINE LOCATION FOR THE SALT HANDLING S W F l IS N9687.23. AND E6894.89. THE P W T COORDINATE SYSTEM IS DESCRIBED IN WESTINGHWSE DRAWING NO. 51-W-109-W. UNDERGROUND EXCAVATIONS. DATE0 6/15/92.
EXHAUST SHAFT 2 . THE AS-BUILT DIMENSIONS AND DEPTHS AND/OR ELEVATIONS SHOWN
IN THESE DR*WINGS ARE NOMINAL IN THAT DIMENSIONS MAY CHANGE DUE TO LOCM VWIANCE OF M E STRAlIFlWIMI. OPER4lK)LUL MODlMnONS WADE TO SUIT THE CREEP CLOSURE OF M E HALITE. LND OMER OPERATION& REOUIREMENTS THEREFORE THE IS-BUILT DIMENSIONS *NO M E PERTINENT
SALT HANDLING ELEVATIONS FOR SITING THE S W I N G SYSTEM Y U L L BE VERIFIED 81 FIELD SURYEYING AND EXPLORATORY CORE DRILLING WRING SITE PREPARATION FOR THE FINAL CONSTRUCTION.
3. DRAWING NUMBERS:
FOR CVIRIlY ON DETNL IWD SECTION DESIGNATIONS. AND NOTES. ONLY THE SHECT NUMBER IS SHOWN.
WASTE SHAFT N9287.23 ~ 6 9 1 9 . 8 9 LEGEND FOR PROPOSED SHAFT SEALING SYSTEM: -
SECTION~C& SECTION OEsIGNATIoN - S H E O ON WHICH SECWN IS DRAWN
SHEET FROM WHICH SECTION IS TAKEN
P ANH.
CUP
CONC.
DOE
DWG
E
EL.
EXIST.
n. H I .
I D .
IN.
ME
MIN.
MSL
N
NO.
R
S
SHT.
SMC
np .
USGS
W
WID
ABBREVIATIONS:
CENTERLINE ANIIYDRITE
CORRUGATED MC~M PUTE
CONCRETE
DEPARTMENT OF ENERGY
DRAWING
€As1
ELEVATION
EXISTING
FOOT. FEET
HEIGHT
INSIDE DULlETER
INCHES
LURKER BED
MINIMUM
MEAN SEA L M L
NORTH
NUMBER \
RADIUS
SOUTH
SHEET NUMBER
Y\UDO U S CONCRETE
W P W
UNITE0 STATES CEOLOCICAL S U R W
WEST
WESTINGHOUSE WASTE ISOLATION DIVISION
WASTE ISOUTION WLOT PLANT WlPP
AIR INTAKE SHAFT N 9 6 8 7 . 2 3 E6270.00 ' ii
SHAFT SEALS LOCATION PLAN N 0
DETAIL DESIGNATION S H E O ON WHICH OETNL IS ORAWN
SHEET FROM WHICH [KTUL IS TAKEN
SECTION OR DETUL TAKEN AND DRAWN ON THE W E SHEET. OR STANDARD SECTION OR o E r m
EXISTING STRUCTURE TO BE DEMOLISHED
NEW STRUCTURE
EXlSllNG STRUCIURE
LITHOLOGY:
PRIUAAY ROCK/SEDIMENT MPES
MUDSTONE/CWYSTONE
CUYSTONE BE0
SILTSTONE
WDSTONE
ANHIDRITE/GYPSUM
DOLOMITE
0 I T E
POLYHALITE
SECONDARY CONSTITUENTS - - - - ARGILLACEOUS
sLn
. . . : W O Y
\\\\\\\ SULFATIC
4 DOLOMlllC
4 UILCAREOUS
+ + WLlTlC
1 X POLYHALITIC
SHAFT STRATIGRAPHY (SEE NOlL I )
-TOP OF CONCRETE EL. 3108 5' MSL
10" - MIN
129.0' MSL
ONCREIE INlNG
CONCRCfE LINING
2917 0' USL
-
NOTES: -- I. THE STRATIGWHY AND GROUNDWATER BRINE SEEPAGE/WEEP
INTEINUS M E BASED ON THE LIMOLOCIC INFORMATON COMPILED DURING M E GEOLOGIC MAPPING OF THE WASTE HWDLING S W WULS. WTSD-TME 038. 'GEOTECHNIWL ACTMTIES IN THE WASTE HANMlNG S W WASTE ISOUTION PILOT PWNT (WIPP) PROJECT SOUWEASTERN NOY MEXICO.' 1984. AWD APPENDIX A OF R PORT DOE,'WIPP-95-3117. .WAWE ISOIATION PILOT -1 SEALIN! SYSTEM DESIGN REPORT: 1995.
S T W ; I K ~ ~ C CONTACT AT M E TOP OF THE OPNM M E REDBEOS WAS NOT RECORDED DURING MAPPING. ELEVATION WOWN IS INTERPRETED FROM RECORDINGS OF THE Y L T HANDLING bND EXWWST M S .
ASTI:RISK ( 6 ) WITHIN THE RUSTLER AND SUPRA RUSTLER FORMATIONS INDICATE GROUNDWATER OBSERVED DURING SlUSl MAPPING. ASTERISK (a) WIMIN THE SALMD FORlUTION INDICATES A POTENTLAL BRINE SEE'XAGE/WEEP INTERVBL THESE POTENTUL BRINE SEEPACE/WEEP INTERVALS. LOCATED ABOVE ME swn STATION LML. ARE BASED ON OBSERVED INTERVALS OF BRINE SEEPAGE/WEEPS IN THE UR INTAKE S W THAT HAVE BEEN PROJECTED TO M E WASTE S W . THE MAPPING OF THE WASTE SHWI (WLT & POWERS. 1984/WlSO- WE-038) DID NOT INDICATE OBSERVED SEEPACE INTERVALS WITHIN THE YUW FORMATION.
2. REFERENCE IS-BUILT DRAWINGS FROM WID:
WASTE S W 31 I SHAFT DMLOPMENT SECTIONS 31 -R-001-010 !647.0' MSL
WASTE S W 31 I S H M LINING & KEY SECTONS 31 -R-002-010 AND OETULS
WASTE HWDUNG BUILDING 11 1 HOIST TOWER 11-D-016-011 FOUNDATION PLANS. ELEVATIONS. 7 6 ' - g & 8 9 ' 4 '
WASTE HbNDUNG BUILDING 41 1 HOIST TOWER 41-D-018-014 FOUNDATON SECTIONS
AS--BUILT FOR WASTE S W C O L M OCL A-001
""1 - -
.- - - - - - - - - - TOP OF KEY
RUSTLER/SUDO INTERFACE
WASTE S W N9287 23 E 6 9 l g 89
STRUCfURlL BULKHEAD (NP.) LUSONRI
>249.0' MSL STATION LEVEL
- SMC F I U
SECTION
NOTES: I SEE SHT I FOR GENEWL NOlES. LEGEND AND
8 SHAFT
STRATIGRAPHI - (SEE NOTE 2)
I-
S W K I FORMATION
WASTE SHAFT STRATIGRAPHY dr
NOTES: 1 SCf SUI I TOR GfIIFRAL I lO lES M I D AEBREVUTIOIIS
STRATIGRAPHY - SHAFT (SEE NOIE 2 )
DEPTH -- (SEE NOTE 3) 1 SHm r r 0 P OF CONCRETE
EL.3408.5' MSL
L I T H O L O G Y ~
PRIW ROCK/SEDIMENT WES
MIJDSTONE/CUYSTONE
CUYSTONE BE0
SILTSTONE
WDSTONE
IU(H'iDRAE/GYPSUM
CKlLOMlTE
L__I MUTE
POLYHlClTE
S E C O N W CONSTITUENTS - - - - *RGILLACEOUS
mn . .
;;: ,." . ." 5WDY
\\\\\\\ SULFATIC
f DOLOMITIC
4 CMWEOUS
+ + WITIC . r x PDLYMLITlc
L L UWCBElNlTE
SHAFT STRATIGRAPHY (SEE NOTE I )
LINER PLATE
-CONCRETE LINING
rLINER PWTE. TIP (SEE WID DWG. 33-0-We-W) NOTES:
I . THE STRATIGWHY AND GROUNDWATER BRINE SEEPAGE/WEP INTERVALS ARE BASED ON THE UTHOLMjlC INFORKATION COMPILED MIRING W E CEOLDGIt MAPPING OF THE NR INTAKE SHAFI WALLS. WE/WlPP-90-051. "GEOLOGK: W P M OF THE . AIR INTAKE S W AT THE WASTE ISOUTION PILOT P U N r . 1990. AJ40 WPENDIX A OF REPORT DOE/WIPP-95-3117. 'WASTE ISOUTION PILOT PUNT SEALING SYSTEM DESIGN REPORT. 1995.
ASTERISU(r) WMUTES GROUNDWATER (RUSnER/SUPRI RVSRER FORIMTIWS) OR BRINE SEEPAGE/WEEPS (YLAW FORMATKIN) OBSERVED CURING THE MAPPING OF THE NR INTAKE YUCT. AS OF 1994. ONLY ME103 SHOWED VISIBLE MMSWRE ON THE SI\UW FORWON SURFACE EXPOSED WITHIN THE AIR INTAKE S W . .BRIIE WPLING LVALUAllON FTOWMA 1992-19P3 REPORT; 1994. DOE-WIPP 94-01 I.
I
-CONCRETE LINING
,0'-u
15-r
-CONCRETE LINING
LINER PUTE
2. REFERENCE AS-BUILT DRAWINGS FROM WID:
NR INTAKE S W 331 S W C M U R / NR INTAKE PLENUM PUN. SECTIONS UD DETAILS.
NU INTAKE WIFT 131 S W COLLAR / NR INTAKE PUTFORM PLAN. SECTIONS AND DETAILS.
AIR INTAKE S W 331 STRUCTURE W. SECllONS bN0 DETAILS
AIR INTAKE SWFI 331 SHAFl KEY PUN. SECTIONS Ll lD DETAILS
AIR INTAKE S W 3.31 LINING DETAILS
NR INTAKE S W 331 EXCAVATION AS-BUILT
NR INTAKE SHAFl 331 CLNERAL ARRANGEMENT
NR INTWE WAFl 3.31 SHAFl STATION PUN. SECllONS LWD DETNLS
SCALE IN FEET - 0 l O m J O U ) X )
NOTES: SHAFT I. SEE SHT. I FOR GENERM NOTES. LEGENO &No
ABERMATIONS
2. SEE SHT. 7 FOR LITHOLOGY *NO NOTES.
3 OEPTHS SHOWN ARE OISTIWCES BELOW THE TOP OF CONCRETE. LOCATED AT EL 3410 0 ' ABOVE M L USGS 1927 NORTH AMERKXN OATUM
STRATIGRAPHY (SEE NOTE 2)
DEPTH 7 swr TOP OF CONCRETE (SEE NOTE 3) ! EL. J I l O O ' USL
- COMPACTED EARTHEN FlLL REUWE LINING
ALL AROUND S U W TO FORM SLOT. TIP. -CONCRETE PLUG
+ ' .: REMWE EXIST. LINER PlAlE
COlllCRETE PLUG
i
COMPACTED EARTHEN FlLL
S t U E IN FEET 1
COMPACTED SALT COLUMN STRAl .- -
(SEE
1 I I I I I I
-UPPER SALAD0 COMPACTED CLAY COLUMN
-
NOTES: I. SEE SHl. I FOR CENERN NOTES. LEGEND AND
ABERMATIONS
2. SEE SHT. 7 FOR LIMOLOGY AND NOTES.
3. SEE NOTE 3 OF WT. 9.
I AIR INTAKE SHAFT 01 I -
STRUCTURAL MASONRY
DETAIL
AIR INTAKE SHAFl N 9 6 8 7 23 E 6 2 7 0 00
WOTES: 1. SEE SHT. I FOR CENEWV NOTES. LEGEND AND
AB8RNlATIONS
SCALE It1 F E O I
0 1 0 1 0 Y 1 U ) w
~
. " \ . , P . , , "Ill . , , . '.> l r l l ,,*I ',, .*
hl SANDIA NATIONAL LABORATORIES
AIR INTAKE SHAFT SHAFT STATION MONOLITH
STRATIGRAPHY (SEE NOTE I )
SHAFT
F """ UTHOLOIGY:
PRIUUIY RlTK/SEDIMENT TYPES
MUDSTONE/CLAYSTONE
CLAYSTONE BED
SILTSTONE
WDSTONE
ANHYDRlTE/GYPSUU
MKOUITE
0 II~ WLYWLlTE
ULICHE
SECONOARY CONSTITUENTS - - - - ARGILLACEOUS
9L."
. . ........... ....... UNDY
\\\\\\\ SULFATIC
f WLOMlTlC
4 ULCAREOUS
+ + WLITIC
I POLYWALlTIC
r T O P OF CONC. EL.341 1.5'
CONCRETE LINING
:ONCRETE LINING
NOTE: I. M E STRAIICWHY AND GROUNDWATER BRINE SEEPACE/WEEP
INTERVU'i ARE BASED ON M E LWHOLOCIC INFORUAnON COMPILED WRING THE GEOLOCIC W P I N G OF THE EXHU)ST W*n WULS WE-WIPP-86-008. 'CEOTECNNICN KTMnES IN M E EXMUST S W ' . AND APPENDIX A OF REPORT W E / WIPP-95-3117, 'WASTE ISOLATION PILOT PUNT SWEH: SYSTEM UESICN REPORT. 1995.
CONCRETE LINING
1909.0' MSL
ASTERISK (.) WITHIN THE RUSTLER AND SUPRA RUSRER FORMAnONS INDICATE CROUNOWATER OBSERVED DURING SHIFT WPING. ASTERISK 1,) WITHIN THE S N M O FORMAnON INDICATES A POTENW BRINE S~PACE;WEEP INTERVN. IUESE POIENIUL BRINE SEEPAGE/WEEP INTERVN!. ARE mSED ON OBSERMD INTCRVNS Of 881NE SEEPACE /WECPS 'N THE NR INIME S W T H I l HIM BEEN PRWtClEO 10 THE Exwsr SHIFI. THE MAPPING OF ME EXHAUST sw (HOLT k POWERS. 1986/WE-WPP 86-008) DID NOT INDICATE OBSERMD SEEPAGE
2669.0' MSL INTERVUS WITHIN THE SALAD0 FORMATION.
2. AS-WILT DRAWINGS FRO4 WID:
EXHAUST yUn 351. SHAFT LINING UW KEY SECTDN 35-R-002-010 AND DETNLS
EXHAUST S W 351. CENERAl ARRRWGEMENT. PUNS 35-R-004-010 bN0 SECIIONS
EXMUST yUn WINCH AND COLWR UYOUT - SHOWS OCL-S-020-IF8 PERMANENT COCWR STRUCTURE
EXMUST S W , SHAFT OEYELOPMENT. PUN. SECTUlNS WSO 3900064 AND DETNL
praswc mHcrr-, u Y'C I' "C "0 IWLI NO
UCPC" S t a n U I . .r 8 y L - 0 0 7 I 2 C4 18
SCALE IN FEET - - I
0 1 0 1 o n l w Y )
TOP OF KEY
STRATIGRAPHY - (SEE NOTE 2 ) -I-'""
L
2 SEE
i i ) V ill KEY . . . , . . . . . . ,.. . , , . , , . . . . . . . 2558.5' USL -
RUSRER U U D O INTERFLE
SEAL RING (NP. OF 2)
] 2502.0. MSL BonoM OF KM
UNUNED 7- snm
NOTES: 1 SEE SHT I FOR CENERk NOTES AND
ABBRMATIONS
SHf 12 FOR LITHOLOGY WD NOTES
STRATIGRAPHY - (SEE NOTE 2)
SHAFT
- - - -
EARTHEN FlLL
NOTES:
COMPACTED I SEE SHT I FOR GENERM NOTE. LEGEND AND
EARTHEN FlLL ABBRMATIONS
2. SEE SHT. 12 FOR LITHOLOGY AND NOTES.
sw To FORM YOT. WP.
. . . . .
. . - . .
RUSTLER
3 DEPTHS SHOWN *RE DISTWCES BELOW THE TOP OF CONCRETE. LOCATED AT EL. 341 1.5' ABOM MSL USCS 1927 NORTH AMERICAN DATUM.
SCALE IN FEET r - 2 0 10 10 33 40 5a
SHAFT
q SHAFT LITHOLOGY:
PRlMbRY ROCK/SEOIMENT TYPES S E C O N W CONSTITUENTS
MUDSIONE/CLAYSTONE - - - - ARGILLACEOUS
STRATIGRAPHY (SEE NOTE I ) 6" S U B ,r- TOP OF CONC
(141 1 5' MSL
CONCRETE
\ cOLvv, CLAYSTONE BED - an
SILTSEONE . . ., ..:. ... . . . S*NDY UWDSTONE \\\\\\\ SULFATIC
ANHYDRITE/GYPSUM f WLOMITIC
hl--( WCOWlTE 4 CALCAREOUS
1 T C + + WLlTlC
POLYIWITE
L~~~ CASING
-1- OUTER STEEL CASING
-STEEL LINING (SEE TABLE I)
NOTES: r CONCRETE
GROUTED STEEL LINING
1. THE STRATffiRAPIff AND GROUNDWATER BRINE SEEPICE/WEEP INTERVALS ARE WSED ON THE LITHOLOGIC INFORMATION COMPILED DURING M E CEOlOGlC W P I N C OF THF Cdl T - - - - - - ~ ~ . - ~- HANDLING IN M E EXPLORXIORY SHIFT WMLS, SW-SELECTION TME 3178: -GEOTECHNICU OF M E FACiLlN K IMTIES IN~FRvU'
~ . .. . . - . . - AND APPENDIX A OF REPORT DOE/WIPP-~S-~I 17. -WASTE ISOUTION PILOT PUNT SfALINC SYSTEM DESIGN REPORT. 1995.
2 REFERENCE AS-BUILT DRAWINGS FROM WID: EXPLORATORY S W KEI SHAFI STATION LOCATION. SECTIONS 3 7 4 - 0 1 0
EXPLORATORY S W KEI. SECTIONS AND DETAILS 37-R-012
EXPLORATORY S H W STATION DMLOPMENT - EXPERIMENTAL 37-R-019 L N E L P U N AN0 SECTIONS
UNDERGROUND BASE PLAN EGO DRlFl FROM N-99W TO 51 -W-126-W5 N-9580 WlPP EXHAUST S H W l 2 b ' 1.D. USING x 83I' FS-MS259-01
WlPP PROJECT I 2 b ID. CASING LINER HOLE COUPLEX FS M3259-02 TABLE 1: STEEL LINING SCHEDULE (SEE NOTE 4 ) 3. HISTORICAL NOTE: SINCE ITS CONSTRUCTION. THE SALT HANWNG
SHAFl HAS BEEN REFERRED TO AS THE EXHAUST SH*n. M E EXPLORATORY S W , THE CONSTRUCTION AND SALT WWNC SHAFT. AND THE W T HANDLING S H N .
THICKNESS (IN LENGTH
4 THICKNESS OF STEEL LINING VARIES. LINING W E bMJ LENGTH ARE WSEO ON FENIX bND SCISSON AS-BUILT DWGS. MJ259-02. R N 0 . DATED 11/33/79, WlPP PROJECT 12b ID . W I N G LINER HOLE COMPLEX. AND M3259-01. RW. I. DATED 10/13/80. WIPP EXHAUST s w n 120- I D CASING as,'.
- 1V2/2' STEEL LINING I I I I I 1
5 /8
I
I '/a
I J/s
I '/2
I'/z PETAL BASKCI
,-CONCRETE LINING
STRATIGRAPHE -- (SEE NOlE 2 )
I . . . . .
- UNLINED SHAFT
NOTES: I SEE SHT I FOR CENERAl NOTES *N
ABBREVIAIIONS
2 SEE SHT 1 7 FOR LlrHOCOCY WO NOTES
STRATIGRAPHY . (SEE NOlE 2)
110
I*
I.?
DEPTH (SEE NOIE 3)
COMPACTED SALT COLUMN ..!i?;,:.i;,f .l.>,i.>,
. R U S W / w u w : INTERFACE
REMOVE EXIST.
S E N RINGS
BOVW OF KO
' ASPHALT COLUMN
ASPHALT WATERSTOP
0
5 1 m 2
-UPPER SALAD0 COMPACTED CLAY COLUMN
WATERSTOP
Z 1 4
-UPPER SACADO COMPACTED CLAY COLUMN
I
i : i I#
I i
MIDDLE CONCRETE-
WATERSTOP
- COMPACTED SALT COLUMN
NOTES:
SCNE IN FEE1
I- - (\,..,', ,' , ' . \ I . i 0 . P . r"., .,. :. \ ' * T," 1 0 -
1 SEE SHT I FOR GENERAL NOTES. LEGENO MID AEBRELIAnONS
2 SLE SHT 1 7 FOR UTHNM;Y bND NOlES
J SEE NOrE J OF Y(f 19
SALT HANDLING SHAFT
SECTION - - S C N E IN FEE1 3 NO - - ,
o 1 0 m 3 0 4 0 2 . 3
I BASE OF SUMP
1247.0' MSL STATION L M L
SMC FILL
D ETA1 L SCALE IN FEET - - 2
0 1 0 2 0 3 0 b o Y )
NOTES: 1 SEE SHr I FOR GENERU NOTES. LEGEND AND
ABBRCVIATIONS
SALT HANDLING SHAFT
L -- . , . I , , 8 ' 5 , ' " . "I,, r r . ,, , a 2 6 'I.. 1 . 1 r*
SCALE IN FEET
0 - 5 10 I5 20
-
UPPER UIDDLE LOWER PLUG PLUG PCUC
23890' . 1987 5' 1382 0' USL
D E T A I L 1 WASTE SHMT SHT. 22
UPPER MIDDLE LOWER PLUC PLUG PLUG 24J? 0 3 2 . 0 ' 1433.0'
WATERSTOP
IIPIYR ulnnir t o w m I Pl l lC PLllC
w!o!9x0_'..!!850 Y S ~ s u r -SATURATED CONCRETE
UPPER UIDOLE LOWER PLUC PLUG PLUC
2447.0' 2053.0' l439 5' MSL
UPPER MIDDLE LOWER PLUG PLUG PLW
2397 0' ZDQ3.0' 13LI9.5' M U SMT-SATURATED
....... ...
D E T A I L 2 AIR INTAKE SHAFT SHT l&H 22
UPPER UlDDLE LOWER PLUG PLUC PLlK
24360' 2051.0' 1441 0' MSL
UPPER UlDDLE LOWER PLUC PLUG P L K
2J860' 2031 0' I39
D E T A I L W T HANDLING SHAFl SH' *' 22
- S E C T I O N NO SCALE
@ SANDIA NATIONAL LABORATORIE W l P P A/E SUPPORT ranvn Uo rc-4s
WIPP stun SEALINC SYSTEM WU 01
CONCRETE-ASPHALT WATERSTOP IN
S A M 0 FORMATION PIPY"I5 L I K Y . , 5 L W l S . mN(.I.HO(r IHC -I Y Z I 941 l l * C m swc*
B YC-007 12 cf
'. . I 1'' 3 , * i ' . I '< ' !
1 I I I I I I I 1 2565.5' USL
I I ' I RUSTLCR/SAIAW
I I REMOVE CXISTING I I
LINING AND CHEMICAI I
I I
I - I
EXlSnNG KEY
19'-0' ASPHALT -
- \ COLUMN
'I - 2509.0' MSL aonou OF KFY
. ~
I--&
TOP Of K M
I I - - 1 - -:I_
REMOM EXISTING - 1 - LINING AND CHEMICAL - 1 - - . I
. . . I - - - I
. - I I - :-- -.+$ ASPHALT . . I COLUMN
I 16' -T I
. . -
- . .
. . . . 25130 ' MSL - - BOWOM Of K M
L . . . -
- - .
- .
; . : . 25745' USL
. - . I
- . I . I 2558.5' MSL
2542.5' US1
- . .
2502 0 ' YSL 80 l lOM OF K M
- . . - . .
. - - - . -
1 5 ' 4 - -
\. d
. .;r \ * s;
2576.0' USL
REMOM EXISllNC UNING *NO CHEMICN SEAL RINGS
2540.8' MSL
EXISTING K E I
BOTTOM OF K M . . .
SCUE IN FEET - - ,
0 5 10 I5 10 75
I [ml SANDIA NATIONAL LABORATORIES - W l P P A/E S U P P O R T
D E T A I L m D E T A I L /'q WASIE S M F T wr s]yr :r . AIR INTAKE sw crrr 1 ~ 1 2 3
D E T A I L D E T A I L SALT HANDLING SHAFT Stir 2@lI 23
TABLE 1
UPPER SALAD0 COMPACTED CLAY COLUMN
LOWER SALADO COMPACTED CLAY COLUMN NOMINAL
SHAFT DIAMETER 0 SHAFT
(FT. MSL)
WASTE
AIR INTAKE
EXHAUST
D E T A I L fq SEE IALnE I FOR DtTAILS SHI 5 SHT 2'
NO SCALE SHT. I <HI 15
TABLE 1
1 I I I
HANDLING 11'-10- 2001 .O 1441 .O 560.0 1
D E T A I L 1 SEE TABLE I FOR DETAILS SHT 5 SH 25
NO SCALE SHT I W 1 15 SHI 20
r SHAFT NOMINAL SHAFT
DIAMETER 0
COMPACTED SALT COLUMN
TOTAL Hf. (m.)
TOP EL. (FI. MSL)
BOTTOM EL. (FT. MSL)
3nld 313M3N03
W31SAS 3 N I M S UVHS ddlM . .
Wb-W OU Um1(03 luoddns 3/v ddlM
;31t101W00Vl 1VNOIlVN VlaNVS
92 I N S INS U V H S 3XVlNI UIV w 1 1 V 1 3 0
UVHS 31SVM i 1 v 1 3 a
1 ! - c q - RUSTLER COMPACTED - -
CLAY COLUMN
- - - - - - - B O ~ O M EL.
i i4 . i I ) "..I
i . \ .. -. . . : (,:)t&l [I : r LC ! > c
3 ,
! /
TABLE 1
I I I AIR
INTAKE 16'-7" 2840.0 2605.3 i 234.7 I
SHAFT
WASTE
HANDLING 10'-0" 2830.0 2596.0 234.0
D E T A I L 1 SLE TABLE I FOR DFlNLS SHI I LS I. 2 7
NO SCALE SHI. 9 <HI I.
NOMINAL SHAFT
DIAMETER D
19'-0"
i n i id
w MIE a x m m
@ SANDI; NATIONAL LABi;RA WlPP A E SUPPORT c m ~ n w ~ c - 4 ~
WlPP SHWT SEALING SYSTEM
- RUSTLER COMPACTED - -
CLAY COLUMN - - AI.. %
RUSTLER COMPACTED CLAY
TOP EL. (FT. MSL)
2836.0
BOllOM EL. (FT. MSL)
2601.3
TOTAL HT. (FT.)
234.7
TOP OF CONCRETE EL. 341 1.5' MSL 1 SHAFT
r TOP OF CONCRETE EL. 341 1 5 ' MSL
d /- TOP OF CONCRETE EL. 3110.0' MSL
/- TOP OF CONCRETE EL.3408.5' MSL
EARTHEN FILL
3355.4' MSL
7 COMPACTED EARTHEN FlLL
- COMPACTED EARTHEN FlLL
.--- COMPACTED EARTHEN FlLL
3353.0' MSL
3323.0' MSL
-CONCRETE PLUG
3519.0' MSL
-
/'- COMPACTED M T H E N FILL
- COMPACTED EARTHEN FlLL
>- COMPACTED
2840 0 ' MSL
D E T A I L D E T A I L 4
EXHAUST SHAFT SH' SALT HANDLING SHAFT SIU 19Ly 28
D E T A I L 2 AIR INTAKE S H m D E T A I L
WASTE ISOLATION PILOT PLANT
CARLSBAD. NM
SHAFT SEALING SYSTEM DESIGN
EQUIPMENT AND CONSTRUCTION S K E T C H E S
DRAWING NUMBER
SKETCH E- l
SKETCH E-2
SKETCH E-3
SKETCH E-4
TITLE
WlPP S H A R SEALING SYSTEM SMALLER GALLOWAY GENERAL ARRANGEMENT PLANS AND SECTIONS
WIPPSHAR SEALING SYSTEM LARGER GALL0WA.Y GENERAL ARRANGEMENT PLANS AND SECTIONS
WlPP SHAFT SEALING SYSTEM TYPICAL HEADFRAME PLANS AND SECTlClNS
WlPP SHAFT SEALING SYSTEM PERSPECTIVE HEAIWRAhlE AND ASSOCIATED SURFACE FACILITIES
EXPANDM M E W qpCrrLUc FLDmh
455EMBLY 5.1 V AWUALl LIME (SEL DEUIL-I n11s v * 9
P U N - BOITOM DECK I O F I D U S B * l l
0-• ,us-
SECTION n A
PLAN - BOTTOM DECK 1a.I D U s-
, ..
WlPP SHAR SULING SYSTEM
LARGER OULOWAY GENERAL ARRANGEMENT
S C ~ L 8.4 *=T PLANS 6 SECTIONS
,-' SKETCH E-2
PLAN- COLLAR LEVEL
,-- qno= 6LEL.W5
TYPICAL HEADFRAME PUNS 6 SECTIONS
SKETCH E.3
PORTABLE OMNICONE CRUSHING PLANT
CRUSHEDISCR'EIEN SALT STORAGE
GALLOWAY HOlIiT BLDG PERSPECTIVE HEADFRAME 6 ASSOCIATED
SURFACE FACILITIES
SKETCH €4
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Acknowledgments
The work presented in this document represents the combined effort of a number of ' individuals at Sandia National Laboratories, Parsons Brinckerhoff (under contract AG-4909)- IN'I'I:.RA (under contract AG-4910), REISPEC (under contract AG-491 I), and Tech Reps. The Sandian responsible for the preparation of each section of the report and the lead individual(s) at f i r~ns under contract to Sandia that provided technical expertise are recognized below.
Section Author(s)
Executive Summary F.D. Hansen, Sandia
Section I , Introduction
Section 2, Site Geologic, I lydrologic, & Geochen~ical Setting
Scction 3, Design Guidance
Scction 4, Design Ilescription
Section 5, Material Specifications
Section 6, Construction Techniques
Section 7, Structural Analyses of Shaft Seals
Section 8, llydrologic Evaluation of the Shan Seal System
Scction 9, Conclusions
Appendix A, Material Specifications
Appcndix B, Shan Sealing ('onstn~ction Procedures
Appendix C, Fluid Flow Analyses
Appcndix I), Structuml Analyses
J.R. Tillerson, Sandia
A.W. Dennis and S.J. Lambert, Sandia
A.W. Dennis, Sandia
A.W. Dennis, Sandia
F.D. Hansen, Sandia
E.11. Ahrens, Sandia
L.D. Hurtado, Sandia; M.C. Loken and L.L. Van Sambeek, REISPEC
M.K. Knowles, Sandia; V.A. Kelley, INTER4
J.R. Tillerson and A.W. Dennis, Sandia
F.D. Hansen, Sandia
E.11. Ahrens, Sandia, with the assistance of Parsons Brinckerhoff Construction and Scheduling staff -"'-,
M.K. Knowles, Sandia; V.A. Kelley, INTERA
L.D. I lurtado, Sandia; M.C. Loken and L.L. Van Sambeek, REISPEC
A.W. Dennis, Sandia; C.D. Mann, Parsons Brinckerhoff, with the assistance of the Parsons Brinckerhoff Design staff
--
Iksign reviews provided hy Malcolm Gray, Atomic Energy Canada Ltd., Whiteshell I.nhoratory; Stepl~cn I'hillips, Phillips Mining. Geotechnical & Grouting, Inc.; and John Tinucci, Itnsca ('onsulting (iroup. Inc. are appreciatcd, as are document reviews provided by Don (idhrnith, I I.S. 1)cpartment of Energy Carlsbad Area Ofice; William Thompson, Carlsbad Area Ollice I'echnicnl Assistance ('ontractor; Rohert Stinebnugh, Palmer Vaughn, Deborah Coffey, n r d Wendell Wcart. Sandia.
' l . . l l . I'ctersw ; I I ~ S.13. K11wt7. Tee11 Reps. served as tecllnical editors of this document
