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Alaska Oil and Gas Conservation Commission
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General Notes or Comments about this Document:
5/21/03
ConservOrdCvrPg.wpd
W. McArthur D:1' freeze protect question
.
.\~
d
Subject: W. McArthur D-l freeze protect question
Date: Mon, 11 Oct 1999 10:47:13 -0800
From: Wendy Mahan <Wendy_Mahan@admin.~tate.ak.us> '"' '~\.\ð ~?
Organization: doa-aogcc --LJ '~
To: fenl0@pobox.alaska.net
CC: Robert Christenson <robert_christenson@admin.state.ak.us>,
David Johnston <davejohnston@admin.state.ak.us>,
Camille Oechsli <cammy _ oechsli@admin.state.ak.us>
Mr White,
You have asked the Commission if you can freeze protect disposal well
0-1 with the following: 2 bbls glycol in the tubing with 1 bbl diesel on
top, and 2 bbls diesel in the annular space of the well. As described,
the "new product" diesel and glycol will be used solely to freeze
protect the well.
Non "Class II" fluids may be injected into a well as long as they are
necessary for the maintenance or operation of that well.
Please call me at 793-1236 if you have any additional questions.
Wendy
.... ..
SCANNED JUl 0 2 2004
lof!
! 0/12/1 999 3 :23 PM
. -
.!,,, ~
~~,
1::>10 -7
TONY KNOWLES, GOVERNOR
ALASKA OIL AND GAS
CONSERVATION COMMISSION
3001 PORCUPINE DRIVE
ANCHORAGE, ALASKA 99501·3192
PHONE: (907) 279-1433
FAX: (907) 276-7542
July 8, 1998
Paul White
Drilling Manager
FORCENERGY Inc.
3 10 K Street, Suite 700
Anchorage,AJ< 99501
Re: Request for approval to inject sanitary waste in WMRU D-l.
Dear Mr. White:
This letter is in response to your July I, 1998 letter requesting approval for disposal of sanitary
wastewater into West McArthur River Unit disposal well 0-1. Treated sanitary wastewater is not
authorized for Class II disposal. The Commission may approve injection into a Class II enhanced
recovery well upon showing that the treated sanitary wastewater is compatible with formation
fluids and that it will not impair the mechanical integrity of a well.
Please feel free to contact the Commission if you need further clarification.
"-
David W. Jò
Chairman
SCANNED JUt. (} 2 2004
~.- .-t~,1~,~:~~ .,,,,;~...,.
. ,
Inc
--
."
July 1, .1998
Alaskã Oil and Gas Conservation Commission
3001 Porcupine Drive .
Anchorage. Alaska 99501
/_,.._ºNL.Y .
Chair
.~õ-~
Comm tD
¡.......
, File
10-'"
Attn: Commissioner Oechsli
Re: West McArthur River Unit#D1-lnjection Well
"'^ÍÅ"ìfii\~fÐ
ø-!JfP'\~~\
Cc.: ~
lJ~
Commissioner Oechsli
~ ',~
~..
¡,.~.....
Forcenergy is currently operating the West McArthur River Unit#D1 well' for disposal purposes at the West
McArthur River production facility. This wellîs operated under Disposal Injection Order #7, dated April 19, 1993.
The well is injecting produced water from West McArthur River Unit #1A, 2A and 3ST. We.are:reqyestLñg¡th'ij)
áddition;of:sàñita!y Wåst~~!2ìth:è~~ÞlõyeCl:wásterstr~_ª-I'DJörl\tYëI1~#D~1~ This waste would be generated from
the small camp presently used by our production personnel. --
... _. J.
If there are any questions, please contact me at 907-258-8600.
Q~~
- Paul White
Drilling Manager
Forcenergy Inc.
RECEIVED
JUL G 1 1998
Alaska Oil & Gas Cons. Commission
, Anchorage
Date Modified: 7/1/98
Date Prepared: 7/1/98
rs
\\FGEANCH\SYS\ACCT\RSTINSON\WMR Injection Letter.doc
HEADQUARTERS
;·Forcenergy Center .,-
2730 SW 3rd Avenue
~.Suite 800
~.~iami, Florida 33129-2237
$r;A~Nr:D JUL !} 2 2004
REGIONAL OFFICE
TELEPHONE
305/856-8500
FAX
305/856-4300
310 K Street
Suite 700
Anchorage, Alaska 99501
TELEPHONE
907/258-8600
FAX
907/258-8601
,;t'
"---
,-
STATE OF ALASKA
ALASKA OIL AND GAS CONSERVATION COMMISSION
3001 Porcupine Drive
Anchorage, Alaska 99501-3192
Re: The REQUEST OF STEWART )
PETROLEUM COMPANY to dispose)
of Class II oil field fluids by )
underground injection in the West)
McArthur River 0-1 well. )
Disposal Injection Order No.7
West McArthur River 0-1 well
April 19, 1993
IT APPEARING THAT:
1.
Stewart Petroleum Company by correspondence dated March 3, 1993
made application to the Alaska Oil and Gas Conservation Commission
(AOGCC) for authorization to inject Class II waste fluids into the West
McArthur River 0-1 well.
2.
Notice of an opportunity for public hearing was published in the Anchorage
Daily News on March 5, 1993.
3.
No protest or request for a public hearing was timely filed.
FINDINGS:
1.
No wells penetrate the proposed injection zone within a one-quarter mile
radius of the West McArthur River 0-1 well (WMR 0-1).
2.
Cook Inlet Region, Inc., State of Alaska, Salamatof Native Association, Inc.,
and Phillips Petroleum Company are offset operators and surface owners
within a one-quarter mile radius of the WMR 0-1 and have been duly
notified of the proposed plans.
3.
CIRI has designated Stewart Petroleum as operator of the WMR 0-1.
4.
The WMR 0-1 was drilled to the subsurface estate of Cook Inlet Region,
Inc. (CIRI) to a total depth of 4502 feet measured depth.
5.
The Tyonek Formation consisting of Lower Tertiary aged, massively
bedded, fluvial deposits is present within the WMR 0-1 from approximately
3000 feet measured depth to total depth.
.~
Disposal Injection 01. ..,,' No.7
April 19, 1993
Page 2
~
6.
A highly porous and permeable sandstone with calculated porosity and
permeability of 32 percent and 1600 millidarcies respectively is present
from 4283 to 4351 feet measured depth (4120 to 4188 feet subsea).
7.
Formation water with total dissolved solid (TDS) content of at least 11,800
parts per million (ppm), as determined by EPA method 160.1, is present in
the sandstone occurring from 4283 to 4351 feet measured depth.
8,
An impermeable confining zone composed of shale, coal and minor
discontinuous sands and siltstones is present in WMR 0-1 from 4184 to
4282 feet measured depth,
9.
Open hole wireline log analyses and EPA-approved laboratory analyses of
formation water samples indicate underground sources of drinking water
(USDWs) are present (TDS < 10,000 ppm) to 4184 feet measured depth
(4021 feet subsea) in WMR 0-1.
10. Openhole wireline log analyses indicate the deepest non-exemptable
aquifer (TDS < 3000 ppm) occurs at a measured depth of 1335 feet.
11. Nine and 5/8-inch surface casing string is set at 1361 feet measured depth,
cemented to the surface and tested to 2500 psi.
12. Seven-inch casing is set at 4500 feet measured depth and cemented to at
least 2000 feet above its base.
13. Two and ll8-inch tubing with packer is installed, with the packer set at 4197
feet measured depth.
14. With tubing and packer in place, the 7 -inch casing was pressure tested to
1000 psi.
15. Cement evaluation tools run in WMR 0-1 indicate good to excellent cement
bond over most of the cemented interval of the 7 -inch casing string.
16. The operator estimates that the injection rate will not exceed 6000 bbllday.
17, The estimated average operating pressure will be 800 to 1000 psi and the
maximum anticipated surface injection pressure will be 1115 psi.
~
,,--.
Disposal Injection 01.. ,'No.7
April 19, 1993
Page 3
18. A three-dimensional hydraulic fracture simulator run at rates and pressures
exceeding those planned in the WMR 0-1, due to wellhead and equipment
limitations, indicates induced fractures will not propagate through the
overlying confining zone.
19. A mechanical integrity test has not been performed on WMR 0-1.
20. The operator plans to monitor the 7 -inch casing by 2 7/8-inch tubing
annulus pressure and report the results on the Monthly Injection Report.
21. Prior to commencing injection operations in WMR 0-1, the operator plans
to perform a step rate test in order to determine the formation fracture
gradient and optimum injection rate.
CONCLUSIONS:
1.
The approval of disposal injection operations at WMR 0-1 will not
jeopardize correlative rights.
2.
Permeable strata which reasonably can be expected to accept injected
fluids at pressures less than the fracture pressure of the confining strata
are present in the interval from 4283 to 4351 feet measured depth in
WMR 0-1.
3.
The interval from 4283 to 4351 feet measured depth in WMR 0-1 does not
qualify as a USDW.
4.
An impermeable confining zone is present in WMR 0-1 from 4184 to 4282
feet measured depth.
5.
Disposal fluids injected at WMR 0-1 will consist exclusively of Class II
waste generated from drilling, completion and production operations.
6.
WMR 0-1 is constructed in conformance with the requirements of
20 AAC 25.412.
7.
Well integrity must be demonstrated in accordance with 20 AAC 25.412
prior to initiation of disposal operations in WMR 0-1.
8.
Operational parameters will be monitored routinely at the WMR 0-1 for
disclosure of possible abnormalities in operating conditions.
~
Disposal Injection Or, .,' No.7
Apri119,1993
Page 4
r-\
9.
No application for a freshwater aquifer exemption is required in conjunction
with the proposed disposal injection project in WMR D-1 because TDS
content exceeds 10,000 ppm for the formation fluids within the proposed
disposal zone.
10. Disposal injection operations in the WMR 0-1 will be conducted routinely at
pressures less than disposal zone parting pressure.
NOW, THEREFORE, IT IS ORDERED THAT:
Rule 1 Authorized Injection Strata for Disposal.
Class II oil field fluids may be injected in conformance with Alaska Administrative
Code Title 20, Chapter 25, for the purpose of disposal into the Tyonek Formation
interval from 4283 to 4351 feet measured depth in WMR 0-1.
Rule 2 Demonstration of TubinglCasing Annulus Mechanical Integrity
Prior to initiating injection and at least once every four years thereafter the
tubinglcasing annulus must be tested for mechanical integrity in accordance with
20 AAC 25.412.
Rule 3 Well Integrity Failure
Whenever operating pressure observations or pressure tests indicate pressure
communication or leakage of any casing, tubing or packer, the operator must
notify the Commission on the first working day following the observation, obtain
Commission approval of a plan for corrective action and obtain Commission
approval to continue injection.
Rule 4 Step Rate Test
Prior to sustained injection the operator shall perform a step rate test to
determine a formation fracture gradient and optimum injection pressure.
Rule 5 Administrative Action
Upon request, the Commission may administratively revise and reissue this
order upon proper showing that any changes are based on sound engineering
practices and will not result in an increased risk of fluid movement into an
underground source of drinking water.
~
.'~
Disposal Injection Or. , No.7
April 19, 1993
Page 5
DONE at Anchorage, Alaska and dated April 19, 1993.
~ (). LL--~
Russell A. DouglaS~, Gottmissi~n
Alaska Oil and Gas Conservation Commission
#8631
STOFO330
AO-O85734
/""
~
AffIDAVIT Of PUBLICATION
........... ......... .......... ...,......... .....,..
,;!I.nchoN!9êi.l5.
!I~sf;t,h~'ad ,att~r.
IfAhêC'prQj'esf> i$Aim~ly fil~d
, ðh<tfaise$" a. SIÞstllntialand
!!1l1tðr¡aíi~slÍ~¿ruéiâl,to th~
Comi1'iission's 'd~t~rminatiQn,
ah~ariÌ1got\'th.~",matt~r- will
beh~ld 'attheaÞove 'addr~ss
at9:00AMOJl ,4¡pril6i1993 in
(orifolm,ancllw.ith -20' AAC
. 25.540:011 a Maring-is to be
"~Idi .i't\t~r~st~d', þarti~S - may
corìfirm' this, -by <calling, the
Commjssion~s' offic~, . (907) ,
'279'1433 aft~rMarc,h22, 1993.
If no Prot~st isfil~d,th~,Com.
missiollwlliconsi"d~rtMissl'
ance,of th~ ord~r without a
hearing.-.""" ,
is/Russell A Douglass
CQmmjssion~r
Alaska Oil and Gas
Cons~rvationCommìssìOn
Pub!. March 5; 1993
STATE OF ALASKA.
THIRD JUDICIAL DISTRlCf.
Eva M. Kaufmann
being first duly sworn on oath
deposes and says that he/she is
an advertising representative of
the Anchorage Daily News. a
daily newspaper. That said
newspaper has been approved
by the Third judicial Court.
Anchorage. Alaska. and it now
and has been published. in the
English language continually as a
daily newspaper in Anchorage.
Alàska. and it is now and during
all said time was printed in an
office maintained at the aforesaid
place of publication of said
newspaper. That the annexed is
a copy of an advertisement as it
was published in regular issues
(and not in supplemental form) of
said newspaper on
March 5, 1993
and that such newspaper was
regularly distributed to its
subscribers during all of said
period. That the full amount of
the fee charged for the foregoing
publication is not in excess of
the rate charged private
individuals.
,;gned f~. ~
Subscribed and sworn to before
me this g~day o~.
1993-
~~ ¡J dÞ.axun.
NoraVpublic In and for
the State of Alaska.
Third Division.
Anchorage. Alaska
MY COMMISSION EXPIRES
REfEIVED
MAR 1 0 1993
Alaska Oil & Gas Cons. Commission
Anchorag$
MY COMMISSION EXPIRES
. ........ .JULY..24,.19.96.. ......... ....19,.....
r"
Stewart Ee,woleum ompany
,. '
Denali TõW~rs North, Suit~ 1300
2550 Denali ßt?~ét, Anchorage, ,; aska 99503
(907) 27'i';.4004 . FAX 907) 4-0424
'.
. APPLl'CA'10~'FåR'ÐISPOSAL INJECTION ORDER
Stewart Petroleum Company'
West McArthur River Unit No. D-1
r-'
'Submitted to
Alaska Oil and Gas
Conservation Commission
Prepared by
. '
ËNSR Consulting and Engineering
"
,
~
J
~
March 1993
J
EN:R
E\,SR Consulting
and Engineering,
4640 Business ParkBlvd.
Building D. .
.t,l1êh(}ra.?e;'1\~ 99503' ,
- {OO7r?6V~700"
:FAX (9\{1)'Z73-4555
,,- .'.
...--. '
I'
March 3, 1993
ENSR Ref. No: 6397 ~003.400
ENSR Doc. No: 930064
Alaska Oil and Gas Conservation Commission
3001 Porcupine Drive
Anchorage, AK 99501
RECE\VED
Attention:
Commissioner David Johnston, Chairman
MAR - 3 1993
Re:
AlasKa ulI& Gas Cons. Commission
Application for Disposal Injection Order ' Anchorage
by Stewart Petroleum Company ,,'
" ,.,
West McArthur River No. D-1 Well, Coo~ lBi§tt.J:1a&in
. :,,',:J:':,Ù;;
'-~~.
Dear Commissioner Johnston:
- ::, "i\rr"':'",- " ~
Stewart Petroleum Company, as operator of the West McArthur. ßiv~rU'nlt~-I}~ret;)Jmakes
application for a Disposal Injection Order to authorize the i~~~~~~~g~~~~(fJl:~~cfänd -,'
production wastes into the above referenced well. These w~ß.t~~W¡t9J'fgenê',:ata<Hr()m '
delineation, and develop~ent ~rilling within the West McArth,~~"~X~iJL~Q~¡r~Wrlì. ~~) was
recently drilled as a stratigraphic test of the upper part of the TYQn~~ß forIn~!lqn(an.#)or the
purpose of identifying and evaluating subsurface zones suitable for the irijeCtibn of Class II
wastes.
A suitable injection zone has been identified between 4,289 ft and 4,351 ft in the D~1 well.
This zone was perforated and formation fluid samples obtained. TDS ¡nthese fluids is
approximately 11 ,800 ppm. This zone is intended to be used for the disposal of drilling
""
wastes as soon as the Disposal Injection Order is issued. Other Class II wastes, -such as
produced water, may also be disposed in the well at a later date. In the~vent at some
future date this primary zone becomes unsuitable for the injection of wastes,. the well may
be deepened, and another zone between 4,500 ft and 5,000 ft would be' accessed.
,~-,
The attached information supporting this application has been prepared in accordance with
AAC 25.250 to demonstrate that Well 0-1 has been drilled, completed, and will be operated
in a manner that will prevent the movement of injected fluids into fresh water.
..
-:"~,,
E,.-.
...----. ,
March 3, 1993
Alaska Oil and Gas Conservation Commission
Page 2
If you have any questions regarding this application, please contact the undersigned or
Jesse Mohrbacher at 561-5700. Thank you for your consideration of this application; ,
slnce~~.IY' '. ..7
~
R,C. Gardner
Regional Program Manager
Oil and Gas Services
(Agent, Stewart Petroleum Company)
RGjlw
,~,----
Attachment
cc:
W,R. Stewart, Stewart Petroleum Company
-,~..~---.
r----
..,.../""-""'-
.....,r' c-..-'"
" :
Stewart P~tfoleum yompany
Denali 'Ì'õwêrs North, Suitk 1300
2550 Denali ~t?ê"'et, Anchorage, Alaska 99503
(907) 2740.4004. FAX (907) 2:74-0424
~~, !)-~'^'
~ tß \ ~
~ ~.J
February 1, 1993
Re:
West McArthur River Unit
Area and all wells drilled
within this Unit Area or in the
vicinity of the Unit Area.
Alaska Oil & Gas Conservation Commission
3001 Porcupine Drive
Anchorage, Alaska 99501-3192
,~'-,
Attn:
Mr. Robert P. Crandall
Senior Petroleum Geologist
Gentlemen:
The purpose of this letter is to confirm that Mr. Robert C. Gardner, individually, and ENSR
Consulting and Engineering have been designated agents of Stewart Petroleum Company
and are authorized to represent Stewart Petroleum Company in all matters before the
Commission with respect to the captioned area. This authorization includes, but is not
limited to, execution and filing of any and all required reports and appearances before
the Commission as necessary.
These authorizations shall remain in full force and effect until revoked or modified in
writing by Stewart Petroleum Company.
Thank you for your cooperation in this matter.
Sincerely,
~
,C~CC
W. R. Stewart
President
WRS:nl
cc: R. C. Gardner (ENSR)
r"
Stewart Petroleum Company
Denali Towers North, Suite 1300
2550 Denali Street, Anchorage, Alaska 99503
(907) 277-4004 . FAX (907) 274-0424
APPLICATION FOR DISPOSAL INJECTION ORDER
Stewart Petroleum Company
West McArthur River Unit No. D-1
~
Submitted to
Alaska Oil and Gas
Conservation Commission
Prepared by
ENSR Consulting and Engineering
..----.,
March 1993
."'-",
CONTENTS
1.0 PROPERTYPLAT ...............................................,1-1
2.0 LIST OF OPERATORS AND SURFACE OWNERS.. . . . . . . . . . . . , , , . . . . . . , . 2-1
3.0 AFFIDAVIT....,...,.............................................3-1
4.0 GEOLOGIC INFORMATION .........................................4-1
4.1 Quaternary..................................................4-1
4.2 TertiaryAge .................................................4-1
4.3 Beluga Formation ..,....................................,...., 4-1
4.4 TyonekFormation..........,.....,................,....,..,...4-2
5.0 WELL LOGS .................................................... 5-1
6.0 CASING AND CEMENTING PROGRAM ................................6-1
,'~'"
7.0 INJECTION FLUID ................................................7-1
8.0 INJECTION PRESSURE .........,.......,....,.....................8-1
9.0 FRACTURE INFORMATION ...............,.....,.................,.9-1
10.0 FORMATION FLUID .............................................10-1
11.0 FRESHWATER AQUIFER EXEMPTION..................,......... ,..11-1
12.0 MECHANICAL INTEGRITY .................,...."................12-1
13.0 WELLS WITHIN AREA ........................,..................13-1
~"
4-1
6-1
7-1
7-2
LIST OF TABLES
West McArthur River No. D-1 Disposal Zone Confining Layer Summary. ,...,.. 4-5
Casing & Cementing Program Summary, Stewart Petroleum West McArthur
RiverNo.D-1. ...........................................,....,.6.3
Waste Drilling Fluid Composition. ...........,........................7-3
Completion Fluid Composition. ....................................,7.4
ii
.,--',
1-1
1-2
6-1
13-1
13-2
13-3
13-4
'-~',
"~-',
LIST OF FIGURES
Surface & Bottom Hole Locations for Area Wells. ............,........... 1-2
Measured & True Vertical Depths for Area Wells. . . . . . . , . . . . . . . . . , . . . . , . ,. 1-3
West McArthur River Well D-1 Schematic Diagram. .................,.,... 6-2
West McArthur River Well D-1 Schematic Diagram. ..... . . . . . . . . . . . . . . . .. 13-2
Schematic of West McArthur River Unit No.1 Well. . . . . . . . , . . . . . . . . . . . . .. 13-3
Schematic of Pan American West Foreland Unit No.2 Well. ,....,.,....... 13-4
Schematic of Proposed West McArthur River Unit No.2 Well. """"""" 13-5
iii
~,
4-1
~"
,~.
LIST OF PLATES
Well Log Correlation. ............................................, 4-4
iv
."---',
1.0 PROPERTY PLAT
The surface and bottomhole locations for existing and proposed wells in the West McArthur
River Unit area are shown in Figure 1-1. There are no wells that penetrate the proposed
injection zone (4,289 ft to 4,351 ft) within one-quarter mile of the West McArthur River No. 0-1
well. Figure 1-2 identifies the measured depth (MO) and true vertical depth (TVO) for each
well within one-quarter mile of the 0-1 well and at the proposed disposal zone depth of 4,289
ft TVO.
."---""
-"-.
1-1
\
~Q'
'Ù~~
~ç,,~
~
~'Ù~
~';\
~c~
c:,~
SEC. 1 6, ~ç;
TaN, R14W. S.M.
5280 FT.
: ~\O '2. g I SEC. 14
u~\1 \' . . "O50Õ-
R\\(€.R I
cÞ-R1\,\uR I
'N€.51 '-' -L:j660 FT. I
o?O5€.O ß- I I
. I
.. -----SEC. 15------
:II T8N, R1~W. S.M.
e) ., I
WEST FORELAND 3300 FT. I
UNIT NO.2 I
2~7 I
I
I
West McArthur River Unit No.1 end
2 wells occupy the same surface
location as the West McArthur River
No. D-1 well. Surface location measurements
shown above are for West McArthur River
No. D-1 well and West Foreland Unit No.2 well.
~.
COOK
INLET
SEC. 9
SEC. 17
.-.
WEST McARTHUR
RIVER NO, D-1
(STRAIGHT HOLE)
1/4 MILE RADIUS
AROUND D-1 WELL
(SEE FIGURE 1-2) /
- 1953 -
SEC. 21
NOTE:
EN:R
ENSR CONSULTING & ENGINEERING
DRAWING: PSBH2 DRAWN: SR/ABB/JL
C/SC: 1:2300 DISK: D/S1S
DATE: 03/01/93 CHECK: JM
SEC. 3
ADL 359111
STEWART PERTOLEUW CO.
11-30-90
2763 FT.
t:
ADL 17602
ARCO et 01
HBU
..
..
...
on
5280 FT.
SEC. 11
1572 FT.-
SEC. 22
SEC. 23
COOK
INLET
BLUFF
0 1000 2000
I I
SCALE IN UNITS
FIGURE 1-1
SURFACE &
BOTTOM HOLE LOCATIONS
FOR AREA WELLS
STEWART PETROLEUM CO.
WEST McARTHUR RIVER UNIT
PROJECT 6397-003-400
1-2
~v.
~~
,
SEC. 16, +°' ...0=-4910 ~ OEPTH Of'
TaN, R14W, S.t.A, ~~~ TVO=3850 S INJECTION ZONE ~\.\.P"'\\
~,~~ ~o. '1 ~
~" of 1\ \I~\1
...0=3195 -. v.~~ /0=4850 lot""" o~ 1.0~t '\'I\I~ P,1'It
TVO=27 I 3 ..~~ TVD=3950 S ,~JtC" 51 ~ç"p,
¥t. I stO ~t
~~ p~OfO
~ ...0=3200 .r-. 660 FT.
,~ ~ ,/ TVO=2763 . -\
~:\~
. "'0=2700 ~~~
TVD=2672 '\0. .
o. t
WEST f'ORELANO UNIT ~ 0
LO=-4310 l OEPTH Of' ~
TVO=-4065S INJECTION ZONE
SEC. 17
--
1-4-46
......
¿.,
~'~UNMDILE RAOIUS f'
M WEST
cARTHUR RIVER /
NO. D-I J
2776
..
--
1953
---
NOTE: Depths depIcted above represent the
measured depth (1.10) and true vertical
depth (TVD) for each well path within
1/4 mile of the West McArthur RIver
No. 0-1 well and at the disposal
zone TVO of 4289 It. Surface location
measurements shown above are for the
West McArthur River No. 0-1 well and
the West foreland Unit No.2 well.
EtaI
ENSR CONSULTING & ENGINEERING
DRAWING: I.ITV
C/SC: 1:1500
DATE: 02/26/93
DRAWN: SR
DISK: 0/572
CHECK: JI.I
2047
"
')
') .
/
t
0
GO
N
It)
SEC, 9
10
SEC.
5280 f'T,
SEC. 15
3300 f'T,
"
SEC. 21
SEC, 22
0 750 1500
I I
SCALE IN FEET
FIGURE 1-2
MEASURED AND TRUE
VERTICAL DEPTHS
FOR AREA WELLS
STEWART PETROLEUM CO.
WEST McARTHUR RIVER UNIT
PROJECT 6397-003-400
,----
2.0 LIST OF OPERATORS AND SURFACE OWNERS
The following operators and surface owners are located within one-quarter mile radius of the
West McArthur River No. 0-1 well:
~,
. Stewart Petroleum Company
Denali Towers North, Suite 1300
2550 Denali Street
Anchorage, AK 99503
. Cook Inlet Region, Inc. (CIRI)
2525 C Street
P.O. Box 107034
Anchorage, AK 99510-7034
. Salamatof Native Association, Inc.
110 Willow Street, Suite 105
Kenai, AK 99611
. Phillips Petroleum Company
P.O. Drawer 66
Kenai, AK 99611
.
State of Alaska
Department of Natural Resources
Division of Oil and Gas
P.O. Box 107034
Anchorage, AK 99510-7034
The West McArthur River No. 0-1 well is operated by Stewart Petroleum Company and drilled
on the subsurface estate of Cook Inlet Region, Inc. (CIRI). A Designation of Operatorship for
the 0-1 well is provided on the following page. It is anticipated that this agereement will be
signed by CIRI on or before March 5, 1993. Two signed originals will then be submitted to
the AOGCC.
~,
2-1
~
STATE OF ALASKA
ALASKA OIL AND GAS CONSERVATION COMMISSION
DESIGNATION OF OPERATOR
20 AAC 25.020
1. Name of Owner
COOK INLET REGION, INC.
2. Address
2525 C street
P.o. Box 107034
Anchorage, AK 99510-7034
3. Notice is hereby given of a designation of operatorship for the oil and gas property described below:
Property designation: Subsurface estate of Cook Inlet Region, Inc., for purpose of
operation of West McArthur River Well D-1 for Injection/Disposal Operations only.
Legal description of property:
NW 1/4, Sec 16, T8N, R14W
.~
Property Plat Attached 0
4. Name of Designated Operator
STEWART PETROLEUM COMPANY
Address
Denali Towers North, Suite 1300
2550 Denali Street
Anchorage, AK 99503
5. Effective date designation
March 3, 1993
6. Acceptance of operatorship for the above described property with all attendant responsibilities and obliga.
tions is hereby
acknowledged
#
Signed R. C. Gardner Title Agent, stewart
7. The owner hereby certifies that the foregoing is true and correct
petroleum Co.
Date 3/3/93
"r---,
Signed Carl H. Marrs
Form 10,411, 12,1-85
Title Senior Vice-President
Date
Submit in Duplicate
- 53 -
..,r-. ,
3.0 AFFIDAVIT
The following page contains the affidavit of Mr. R. C. Gardner, Agent for Stewart Petroleum
Company, as required by 20 AAC 25.252(c)(3).
./""-',
3-1
r---,
AFFIDAVIT OF R.C. GARDNER
AGENT FOR STEWART PETROLEUM COMPANY
STATE OF ALASKA
THIRD JUDICIAL DISTRICT
I, RC. GARDNER, DECLARE AND AFFIRM that I am Agent for Stewart Petroleum
Company, that I have personal knowledge of the matters set forth in this affidavit, and that on
the -3 ",ui, day of March, 1993, the following operators and surface owners were
provided a copy of this permit application:
Cook Inlet Region, Inc.
2525 C Street
P.O. Box 107034
Anchorage, AK 99510-7034
Salamatof Native Association, Inc.
110 Willow Street, Suite 105
Kenai, AK 99611
~.
State of Alaska
Department of Natural Resources
Division of Oil and Gas
P.O. Box 107034
Anchorage, AK 99510-7034
Phillips Petroleum Company
P.O. Drawer 66
Kenai, AK 99611
by placing said copy in the United States Mail with postage prepaid and certified at
Anchorage, Alaska.
~~
RC. Ga~
SUBSCRIBED AND SWORN to before me this
3.4
day of March 1993.
!-~
Notary Public in and
."--".
-,.., Oomml..lon ExÞlrea:
Octobtr 2t, 1991
My Commission expires
.r--"
4.0 GEOLOGIC INFORMATION
4.1
Quaternary
The Quaternary deposits in the vicinity of the well location are a thin veneer of inter-mixed
glacial debris, stream gravels, volcanic ash falls and plant remains. Both the glacial and
stream deposits are very unconsolidated and are a poorly sorted mixture of clay, silt, sand
and cobbles. Huge angular igneous boulders, are locally present, which were dropped
during glacial advances. The volcanic ash debris occurs as stream and airborne deposits,
They were derived from the nearby volcanoes. Because of the unconsolidation of the
Quaternary, the fresh water runoff is at maximum and disappears quickly, percolating
downward through the mantle. Contamination risks would be a concern in these deposits.
Electric logs show high resistivity with little or no spontaneous potential curves. Slow seismic
velocity time is also prevalent in the unconsolidated mantle.
4.2
Tertiary Age
,----..
Tertiary age rocks in the Cook Inlet basin are consigned to the Kenai Group. The Group is
predominantly nonmarine and consists of the (youngest to oldest) Sterling, Beluga, Tyonek,
Hemlock, and West Foreland formations. The Sterling is absent in the West McArthur River
Unit area.
4.3
Beluga Formation
The quaternary deposits rest unconformably on the Beluga formation. The formation is
characterized by thin intercalated beds of claystone, siltstone, sandstone and lignitic to
subbituminous coal. A few medium bedded sandstone and coal beds in the upper part of
the formation are productive in the Beluga River gas field. However, these producing strata
are believed to be absent in the Stewart Petroleum discovery well, West McArthur River Unit
No.1, and in the West McArthur River 0-1 well. The 0-1 well was drilled as a stratigraphic
test to evaluate zones that would be suitable for the injection and disposal of Class II drilling
wastes.
,~-.
4-1
,--.
4.4
Tyonek Formation
The Tyonek unconformably underlies the Beluga formation. The massive sandstone and coal
beds present in the Tyonek distinguish it from the Beluga. The sandstone is fine to medium
grained, interbedded with bentonitic claystone, siltstone and lignite to subbitumenous coal.
The sandstone is light to medium gray, loosely cemented by a bentonitic clay matrix. Coarse
sand grains and pebbles are scattered throughout the sandstone along with volcanic rock
grains. Many of the coal interbeds reach a thickness in excess of 20 ft. The Tyonek is
encountered in the West McArthur River No. 0-1 well at approximately 3,000 ft TVO.
r"
At a true vertical depth of 4,289 to 4,351 ft in the 0-1 well, a permeable sandstone bed
occurs in the Tyonek. This particular sandstone was depicted from the electric, geologic
sample, and mud logs. The calculated porosity and permeability of this sandstone is 32%
and 1,600 md, respectively. No oil and gas shows occur in this interval, and the formation
fluids measure approximately 11 ,800 ppm total dissolved solids (TOS). The sand beds are
both over and underlain by a series of tight interbeds of claystone, siltstone and coal. The
nature of these impermeable beds will prevent any intermingling between of waste fluids and
the connate waters of the younger and older rocks. Given the above geological conditions, it
is recommended that this sandstone be used for the disposal of Class \I drilling and
production wastes generated from delineation and development drilling within the West
McArthur River Unit area.
The proposed disposal zone has been identified to be continuous throughout the West
McArthur River Unit area. Well logs from the West McArthur River 0-1, Unit No.1, and Pan
American West Foreland Unit No.2 have been correlated on Plate 1 at the end of this
section. These well log correlations identify the proposed disposal zone and the associated
confining layers between the disposal zone and the base of the nonexempt fresh-water
aquifers « 3,000 ppm TOS).
The Spontaneous Potential (SP) method was used to calculate TOS values in each of the
sandstone beds near the nonexempt aquifer transition area, and these values are annotated
on the well log correlation plate. The nonexempt fresh-water aquifer transition occurs
between 1 ,280 ft and 1 ,490 ft in the 0-1 well. Aquifers with less than 3,000 ppm TOS have
been cased off by the surface casing, which was set at 1,364 ft.
"r--,
Numerous shale (clay, mudstone, and siltstone) and coal confining layers are present
between the proposed injection zone and the base of the nonexempt aquifers. The vertical
distance between these two zones is 3,009 ft (4,289 ft-1 ,280 ft). The confining layers are
identified on the well log correlation plate and summarized in Table 4-1. Confining layers
account for a minimum of 43% (1 ,293 ft) of the strata between the disposal zone and the
4-2
."'-""'.
base of the nonexempt aquifers. Confining layers are also discussed later under Fracture
Information.
.'--'"
~-
4-3
-'~'
TABLE 4-1
west McArthur River No. 0-1
Disposal Zone Confining Layer Summary
:çÞI;I~II!!!ly~t¡I:I¡1
CL-1
CL-2
CL-3
CL-4
CL-5
........,......'..,..'"",'.."",.."..,
..,....,..,..,....,..,...."..',..'""",
...,........,.., """"""""",,"".
....."..,....,..,..,...."...."",...."
""""".",..,.,...""""""""". ,
::.:'.,::;::::Iiêm.{fj)::
4270--4285
4246--4270
4184--4230
4150--4160
4144--4150
,.---,
CL-6 4119--4144
CL-7 3955--4119
CL-8 3930--3945
CL-9 3906--3930
CL-10 3821--3842
CL-11 3680--3703
CL-12 3660--3680
CL-13 3534--3542
CL-14 3360--3370
CL-15 3270--3300
CL-16 3191--3212
CL-17 3100-3120
CL-18 3130--3152
CL-19 3062--3085
CL-20 3045--3055
CL-21 2890--2958
CL-22 2773--2873
CL-23 2650--2740
CL-24 2614--2622
CL-25 2583--2614
".r---.,
I:I.::I!'.:¡.I::¡ :::::!:il¡~lfil~;!.!!{ll....!¡.¡.¡.¡!.!..:...!I.¡.:::¡¡ .¡:.:::ltim~i.¡.~i!ÞøJi~ý:...:...
15 Shale
24 Coal
46 Shale
10 Coal
6 Shale
25 Coal
164 Shale
15 Shale
24 Coal
21 Shale/Coal
23 Shale
20 Coal
6 Shale/Coal
10 Coal
30 Shale
21 Shale
20 Shale
22 Shale
23 Shale
10 Shale
68 Shale
100 Shale/Coal
90 Shale/Coal
8 Coal
31 Shale
4-4
TABLE 4-1 (Cont'd)
,~,
West McArthur River No. D-1
Disposal Zone Confining Layer Summary
~øij1iri!ðl:III~I::
CL-26
CL-27
CL-28
CL-29
......,..,..""'..',,....,....,............,
......,..",'....,....,..........,....,.."",
..,..'""",'..','......,..,......,...."..,
" '" " , ' , ,. '. "".""..""", " " '" " , '" '
....,..",.............,..........,..,'....,
m6~çRÔ!~~'(n}
22
"",..",....""..,......,......
"......"..,....',..,..,'......,
"""""""""""""""""
""",'.""".."",.".""."
"".,...",.,.......,..."""",
g~pm::::(I)
2438--2460
,..,......,....,.. , ,..'.. .. ,..
..,.........., , .., .."..
....,....,..,.. ".., , , ,..
............, '..,'.. '..", "
..,........,.., ..' , .. " ,
"RrUñ~1¥l;jt1'1QIQgy ,
Shale
Shale/Coal
Coal
Shale
2200--2400
2188--2200
200
12
2166--2186
2040--2130
20
90
CL-30
CL-31
CL-32
CL-33
CL-34
CL-35
CL-36
Shale/Coal
Shale/Coal
Shale
Coal
1957 --1983
1668--1682
1660--1668
26
14
8
14
Coal
Shale
1476--1490
1443--1476
33
22
1,293
Shale
1362--1384
Minimum Total Footage
~,
,'----'.
4-5
,~,
5.0 WEll lOGS
Well logs for the West McArthur River 0-1 well are provided in the pocket at the end of this
application. Correlation of the proposed disposal zone and associated confining layer(s) in
the West McArthur River Unit No, 1, 0-1, and Pan American West Foreland Unit No.2 wells is
presented in Section 4.0, Geologic Information.
,_/'"'.,
"'----"',
5-1
,r--.,
6.0 CASING AND CEMENTING PROGRAM
This section presents the casing and cementing program for the West McArthur River No. 0-1
well. Figure 6-1 shows a well schematic, and Table 6-1 gives the casing and cementing
program summary. Casing design data and the Schlumberger Cement Advisor report are
provided at the end of this Section.
The 7" casing string has been tested to 1,000 psi following setting the packer. There was no
pressure loss in 15 minutes.
Prior to startup of injection operations, the casing annulus will be tested to 1,500 psi for 30
minutes in accordance with 20 AAC 25.030 (g).
~,
~,
6-1
,~,
131' RKB ~
( 100' BGL )
~ 13 3/8" conductor,
drilled and driven
1364' RKB ..11IIIIIIII
( 1333' BGL )
~ 9 5/8" surface,
cemented to surface
,
Tubing: 2 7/8", 6.5#,
N-80, 8R, EUE
/""",
xx
TIW Retrievable Packer Set @ 4197'
Tubing Tail @ 4203.35
- Perforations 12HPF 4289' - 4351'
4500' RKB ~
( 4469' BGL )
~ 7" 29# P-110, S-95,
N-80. combination string
cemented to 1400 ft.
r---
&at
ENSR CONSULTING & ENGINEERING
DRAWING: SCHEI.IDIA DRAWN: Jl/SR
e/sc: 1 =1 DISK: D/563
DATE: 03/01/93 CHECK: JIA
FIGURE 6-1
WEST McARTHUR RIVER
WELL D-1
SCHEMATIC DIAGRAM
STEWART PETROLEUM CO.
WEST McARTHUR RIVER UNIT
PROJECT 6397-003-400
6-2
')
')
TABLE 6-1
CASING AND CEMENTING PROGRAM - SUMMARY
STEWART PETROLEUM WEST McARTHUR RIVER NO. D-1
Hole Casing Casing Depth, Depth @ Float Cement Slurry
Size Size Description Shoe (RKB) Top Length Equipment Class Wt.
12-1/48 9-5/88 43.5 Ib, L-80, LTC 1,364 MD 0 1,364 F.C. G 12,0-12.5
(1,364 TVD) F,S.
8-1/28
7'
291b, P-110, LTC
S-95,
N-80
m
~
4,500 MD
(4,500 TVD)
0
4,500'
F.C,
F.S,
G
15,0 - 16.0
)
Notes
Used stab-in float collar and float
shoe and cement to surface.
Used calcium chloride (CaCI2) to
accelerate cement and provide a
2,5 hour thickening time.
Used top and bottom wiper
plugs. Calculated cement
volume plus 15% for 2,000 ft fillup
above shoe. Used calcium
chloride (CaCI2) to accelerate
cement and provide a 4 hour
thickening time,
Casing Design Data is shown on the following pages. For the 78 casing string, N-80 data is provided as this is the lowest grade for the 78 string.
9-5/81 SURFACE CASING DESIGN DATA
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
------------------------------------------
?ASE:
WEST McARTHUR RIVER UNIT NO. D1
FIELD:
WEST McARTHUR RIVER
--------------------
----------------------------------------
30-DEC-92
-------------------------
b.ciC. 16
TWP. 8N
RNG. 14W
COUNTY:
KENAI
------
------
------
--------------------
STATE:
ALASKA
--------
SURFACE CASING
CASING DESIGN DATA
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
DESIGN CODE:
1 CASING STRING DESIGN CODE............................ =
***********SURFACE***********
1
DESIGN FACTORS:
2 BURST DESIGN FACTOR.................................. = 1.100
3 COLLAPSE DESIGN FACTOR............................... = 1.100
4 TENSION DESIGN FACTOR................................ = 1.600
5 OVERPULL IN EXCESS OF THE STRING WEIGHT.........(LBS) = 100000.000
CASING BURST DESIGN DATA:
7 FRACTURE GRADIENT AT THE CASING SHOE +
YOUR SAFETY FACTOR.............................. (PPG) =
8 GAS GRADIENT................................. (PSIjFT) =
,~WEIGHT OF BACKUP FLUID.......................... (PPG) =
CASING COLLAPSE DESIGN DATA:
11 MUD WEIGHT CASING IS SET IN.....................(PPG) =
12 TOP OF CEMENT.................................... (FT) =
13 WEIGHT OF CEMENT................................ (PPG) =
14 WEIGHT OF COLLAPSE BACKUP FLUID................. (PPG) =
CASING DESIGN DATA:
15 CASING SIZE, O.D.................................(IN) =
16 CASING (MIN. ACCEPTABLE) DRIFT DIAMETER.......... (IN) =
17 SETTING DEPTH.................................... (FT) =
18 MINIMUM SECTION LENGTH........................... (FT) =
CALCULATION CONTROL DATA:
24 UPGRADE BURST FOR TENSION ...............(O=YES;l=NO) =
25 UPGRADE COLLAPSE FOR COMPRESSION ........(O=YES;l=NO) =
26 CONSIDER EFFECT OF BOUYANCY ON TENSION... (O=YES,l=NO) =
27 MAXIMUM LOAD;MAXIMUM STRAIN ENERGY.. (O=LOAD;l=STRAIN) =
12.500
.115
9.000
9.000
.000
12.000
.000
9.625
8.500
1350.000
.000
0
0
0
0
CASING TABLE NAME:
28 CURRENTLY SELECTED CASING TABLE............(CAS.BIN) = C:CAS.BIN
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
"r-..
9-5/8" SURFACE CASING DESIGN
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
30-DEC-92
------------------------------------------
--------------------
~-ASE :
WEST McARTHUR RIVER UNIT NO. D1
FIELD:
WEST McARTHUR RIVER
----------------------------------------
-------------------------
~l!.C. 16
TWP. 8N
RNG. 14W
COUNTY:
KENAI
STATE:
ALASKA
------
------
------
--------------------
--------
SURFACE CASING
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
CASING DESIGN
9.625
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
DEPTH
(FT)
LENGTH
(FT)
WEIGHT
(LB/FT)
GRADE
JOINT
PRICE
( $/FT)
.0
1350.0
43.50
L-80
LTC
30.27
STRING COST = $ 40865. STRING WEIGHT =
** INTERNAL YIELD UPGRADED FOR TENSION **
** COLLAPSE LOAD UPGRADED FOR COMPRESSION **
** FORMULA USED: MAXIMUM LOAD THEORY **
58725. LBS
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
BURST
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
PIPE IN TENSION NOT IN TENSION
--------------- --------------
PIPE BURST PIPE DESIGN PIPE DESIGN
:~--, DEPTH WEIGHT/GRADE/JOINT LOAD BURST FACTOR BURST FACTOR
(FT) (PSI) (PSI) (PSI)
.0 43.50/L-80 /LTC 721. 6461. 8.96 6330. 8.78
1350.0 43.50/L-80 /LTC 245. 6300. 25.67 6330. 25.79
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
COLLAPSE
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
PIPE IN TENSION
---------------
PIPE COLLAPSE PIPE DESIGN
DEPTH WEIGHT/GRADE/JOINT LOAD COLLAPSE FACTOR
(FT) (PSI) (PSI)
.0 43.50/L-80 /LTC o. 3726.
1350.0 43.50/L-80 /LTC 841. 3828. 4.55
NOT IN TENSION
--------------
PIPE
COLLAPSE
(PSI)
DESIGN
FACTOR
3810.
3810.
4.53
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
TENSION
===============================================================================
PIPE TENSION JOINT/BODY TENSION
DEPTH WEIGHT/GRADE/JOINT LOAD STRENGTH DESIGN FACTOR
(FT) (1000 LBS) (1000 LBS)
"--'-, 43. 50/L-80
.0 /LTC 48.2 825.0 17.13
1350.0 43.50/L-80 /LTC -10.6 825.0 -78.07
===============================================================================
9-5/811 SURFACE CASING BURST PRESSURE VS. DEPTH
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
30-DEC-92
------------------------------------------
--------------------
f~ASE :
WEST McARTHUR RIVER UNIT NO. D1
FIELD:
WEST McARTHUR RIVER
----------------------------------------
-------------------------
ú,¡.;,C. 16
TWP. 8N
RNG. 14W
COUNTY:
KENAI
STATE:
ALASKA
------
------
------
--------------------
--------
SURFACE CASING
BURST PRESSURE VS. DEPTH
0 +----+-*--+----+----+----+----+----+----+----+----+----+----+---++----+
! * + !
! * + !
! * + !
! * + !
500 + * + +
! * + !
! * + !
! * + !
! * + !
1000 + * + +
! * + !
! * + !
! * + !
! !
1500 +
!
!
.r---. !
; ,
!
2000 +
!
!
!
!
+
!
!
!
!
+
!
!
!
!
2500 +
!
!
!
!
+
!
!
!
!
3000 +
!
!
!
!
+
!
!
!
!
+
!
!
!
!
3500 +
!
!
!
!
4000 +----+----+----+----+----+----+----+----+----+----+----+----+----+----+
0 1000 2000 3000 4000 5000 6000 7000
,.r--.
BURST DESIGN LINE
PIPE BURST
(PSI)
(PSI)
*
+
9-5/8" SURFACE CASING COLLAPSE PRESSURE VS. DEPTH
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
30-DEC-92
------------------------------------------
--------------------
~SE:
WEST McARTHUR RIVER UNIT NO. Dl
FIELD:
WEST McARTHUR RIVER
----------------------------------------
-------------------------
ù~c. 16
TWP. aN
RNG. 14W
COUNTY:
KENAI
STATE:
ALASKA
------
------
------
--------------------
--------
SURFACE CASING
COLLAPSE PRESSURE VS. DEPTH
0 *----+----+----+----+----+----+----+-+--+----+----+----+----+----+----+
* + !
1* + 1
1 * + 1
1 * + 1
500 + * + +
1 * + !
1 * + 1
1 * + 1
1 * + 1
1000 + * + +
1 * + 1
1 * + 1
1 * + 1
1 1
1500 +
1
1
./-" 1
1
2000 +
1
1
1
1
+
1
1
1
1
+
!
1
1
1
2500 +
1
1
1
1
+
!
!
1
!
+
1
1
1
1
3000 +
!
1
1
1
3500 +
1
!
1
1
+
!
!
!
1
4000 +----+----+----+----+----+----+----+----+----+----+----+----+----+----+
0 1000 2000 3000 4000 5000 6000 7000
..r---
COLLAPSE DESIGN LINE (PSI)
PIPE COLLAPSE (PSI)
*
+
9-5/811 SURFACE CASING TENSION VS. DEPTH
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
30-DEC-92
------------------------------------------
--------------------
,~SE:
WEST McARTHUR RIVER UNIT NO. D1
FIELD:
WEST McARTHUR RIVER
----------------------------------------
-------------------------
b.L:.oC. 16
TWP. 8N
RNG. 14W
COUNTY:
KENAI
STATE:
ALASKA
------
------
------
--------------------
--------
SURFACE CASING
TENSION VS. DEPTH
0 +----*----+----+----+----+----+----+----++---+----+----+----+----+----+
! * + !
! * + !
! * + !
! * + !
500 + * + +
! * + !
! * + !
! * + !
! * + !
1000 + * + +
! * + !
! * + !
! * + !
! !
1500 +
!
!
~.. !
!
+
!
!
!
!
2000 +
!
!
!
!
2500 +
!
!
!
!
+
!
!
!
!
+
!
!
!
!
3000 +
!
!
!
!
+
!
!
!
!
3500 + +
! !
! !
! !
! !
4000 +----+----+----+----+----+----+----+----+----+----+----+----+----+----+
0 200 400 600 800 1000 1200 1400
~,
TENSION DESIGN LINE (1000 LBS)
JOINT/BODY STRENGTH (1000 LBS)
*
+
7" PRODUCTION CASING DESIGN DATA
r",
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
WEST McARTHUR RIVER
STATE:
ALASKA
------------------------------------------
LEASE:
WEST McARTHUR RIVER UNIT NO. D1
FIELD:
-------------------------
--------
, ----------------------------------------
SEC. 16
TWP. 8N
COUNTY:
KENAI
--------------------
RNG. 14W
------
------
------
22-DEC-92
--------------------
PRODUCTION CASING
=================------================-
------
--=============---------
CASING DESIGN DATA
--=================================
=================------==============
DESIGN CODE:
1 CASING STRING DESIGN CODE............................ =
*********PRODUCTION**********
5
DESIGN FACTORS:
2 BURST DESIGN FACTOR.................................. = 1.000
3 COLLAPSE DESIGN FACTOR............................... = 1.000
4 TENSION DESIGN FACTOR................................ = 1.600
5 OVERPULL IN EXCESS OF THE STRING WEIGHT.........(LBS) = 100000.000
CASING BURST DESIGN DATA:
6 SHUTIN BOTTOMHOLE PRESSURE......................(PSI) =
9 PACKER FLUID WEIGHT........ . . . . . . . . . . . . . . . . . . . . . (PPG) =
10 WEIGHT OF BACKUP FLUID..........................(PPG) =
~
CASING COLLAPSE DESIGN DATA:
11 MUD WEIGHT CASING IS SET IN.....................(PPG) =
12 TOP OF CEMENT....................................(FT) =
13 WEIGHT OF CEMENT................................ (PPG) =
14 WEIGHT OF COLLAPSE BACKUP FLUID.................(PPG) =
CASING DESIGN DATA:
15 CASING SIZE, O. D. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . (IN) =
16 CASING (MIN. ACCEPTABLE) DRIFT DIAMETER..........(IN) =
17 SETTING DEPTH.................................... (FT) =
18 MINIMUM SECTION LENGTH........................... (FT) =
CALCULATION CONTROL DATA:
24 UPGRADE BURST FOR TENSION ...............(O=YES¡l=NO) =
25 UPGRADE COLLAPSE FOR COMPRESSION ........(O=YES;l=NO) =
26 CONSIDER EFFECT OF BOUYANCY ON TENSION... (O=YES,l=NO) =
27 MAXIMUM LOAD ¡MAXIMUM STRAIN ENERGY.. (O=LOAD¡l=STRAIN) =
2400.000
8.500
8.500
10.000
.000
15.500
.000
7.000
6.000
4000.000
.000
0
0
0
0
CASING TABLE NAME:
28 CURRENTLY SELECTED CASING TABLE............(CAS.BIN) = C:CAS.BIN
========================================------===========================------
¡---- .
7" PRODUCTION CASING DESIGN
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
22-DEC-92
------------------------------------------
--------------------
LEASE:
WEST McARTHUR RIVER UNIT NO. D1
FIELD:
WEST McARTHUR RIVER
----------------------------------------
-------------------------
SEC. 16
TWP. 8N
RNG. 14W
COUNTY:
KENAI
STATE:
ALASKA
------
------
------
--------------------
--------
PRODUCTION CASING
----------------------------------------------------- -------------
-----------------------------------------------------------------------
CASING DESIGN
7.000
------==============================================================-----------
DEPTH
(FT)
LENGTH
(FT)
WEIGHT
(LB/FT)
GRADE
JOINT
PRICE
($/FT)
.0
4000.0
29.00
N-80
LTC
17.27
STRING COST = $ 69080. STRING WEIGHT =
** INTERNAL YIELD UPGRADED FOR TENSION **
** COLLAPSE LOAD UPGRADED FOR COMPRESSION **
** FORMULA USED: MAXIMUM LOAD THEORY **
116000. LBS
===============================================================================
BURST
====================================================================-------====
:/"'-'" PIPE IN TENSION NOT IN TENSION
--------------- --------------
PIPE BURST PIPE DESIGN PIPE DESIGN
DEPTH WEIGHT/GRADE/JOINT LOAD BURST FACTOR BURST FACTOR
(FT) (PSI) (PSI) (PSI)
.0 29.00/N-80 /LTC 2400. 8595. 3.58 8160. 3.40
4000.0 29.00/N-80 /LTC 2400. 8010. 3.34 8160. 3.40
===============================================================================
COLLAPSE
====================================================================---
PIPE IN TENSION
---------------
PIPE COLLAPSE PIPE DESIGN
DEPTH WEIGHT/GRADE/JOINT LOAD COLLAPSE FACTOR
(FT) (PSI) (PSI)
.0 29.00/N-80 /LTC o. 6574.
4000.0 29.00/N-80 /LTC 3220. 7142. 2.22
NOT IN TENSION
--------------
PIPE
COLLAPSE
(PSI)
DESIGN
FACTOR
7020.
7020.
2.18
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
TENSION
===============================================================================
PIPE TENSION JOINT/BODY TENSION
DEPTH WEIGHT/GRADE/JOINT LOAD STRENGTH DESIGN FACTOR
-~" (FT) (1000 LBS) (1000 LBS) /
.0 29.00/N-80 /LTC 88.8 597.0 6.72
4000.0 29.00/N-80 /LTC -27.2 597.0 -21. 94
-------================================================================--------
7" PRODUCTION CASING BURST PRESSURE VS. DEPTH
r--,-
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
22-DEC-92
------------------------------------------
--------------------
LEASE:
WEST McARTHUR RIVER UNIT NO. D1
FIELD:
WEST McARTHUR RIVER
----------------------------------------
-------------------------
SEC. 16
TWP. 8N
RNG. 14W
COUNTY:
KENAI
STATE:
ALASKA
------
------
------
--------------------
--------
PRODUCTION CASING
r--,
BURST PRESSURE VS. DEPTH
0 +----+----+---*+----+----+----+----+----+----+----+----+----+----+----+
1 * +
1* +
1 * +
1 * +
1000 + * +
1 * +
1 * +
1 * +
1 * +
2000 + * +
1 * +
1 * +
1 * +
1 * +
3000 + * +
1 * +
1 * +
1 * +
1 * +
4000 + * +
1 !
! !
1 1
1 1
5000 +
1
1
1
!
+
!
1
!
!
6000 +
!
1
1
1
+
!
!
1
!
7000 + +
1 1
1 !
1 1
1 1
8000 +----+----+----+----+----+----+----+----+----+----+----+----+----+----+
1000 2000 3000 4000 5000 6000 7000 8000
..r--',
BURST DESIGN LINE
PIPE BURST
(PSI)
(PSI)
*
+
7" PRODUCTION CASING COLlAPSE PRESSURE VS. DEPTH
~---
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
22-DEC-92
------------------------------------------
--------------------
LEASE:
WEST McARTHUR RIVER UNIT NO. D1
FIELD:
WEST McARTHUR RIVER
----------------------------------------
-------------------------
SEC. 16
TWP.8N
RNG. 14W
COUNTY:
KENAI
STATE:
ALAS KA
------
------
------
--------------------
--------
PRODUCTION CASING
:.r---'"
COLLAPSE PRESSURE VS. DEPTH
0 *----+----+----+----+----+----+-+--+----+----+----+----+----+----+----+
* + !
! * + !
! * + !
! * + !
1000 + * + +
! * + !
! * + !
! * + !
! * + !
2000 + * + +
! * + !
! * + !
! * + !
! * + !
3000 + * + +
! * + !
! * +
! * +
! * +
4000 + * +
!
!
!
f
+
!
!
!
!
5000 +
!
!
!
!
+
!
!
!
!
6000 +
!
!
!
!
+
!
!
!
!
7000 + +
! !
! !
! !
! !
8000 +----+----+----+----+----+----+----+----+----+----+----+----+----+----+
0 2000 4000 6000 8000 10000 12000 14000
".,-....
COLLAPSE DESIGN LINE (PSI)
PIPE COLLAPSE (PSI)
*
+
7" PRODUCTION CASING TENSION VS. DEPTH
¡--.
OPERATOR:
STEWART PETROLEUM COMPANY
DATE:
22-DEC-92
------------------------------------------
--------------------
LEASE:
WEST M~THUR RIVER UNIT NO. Dl
FIELD:
WEST McARTHUR RIVER
----------------------------------------
-------------------------
SEC. 16
TWP.8N
RNG. l4W
COUNTY:
KENAI
STATE:
ALASKA
------
------
------
--------------------
--------
PRODUCTION CASING
~-.-
TENSION VS. DEPTH
0 +----+----+---*+----+----+----+----+----+----+----+----+---++----+----+
! * + !
! * + !
! * + !
! * + !
1000 + * + +
! * + !
! * + !
! * + !
! * + !
2000 + * + +
! * + !
! * + !
! * + !
! * + !
3000 + * + +
! * + !
! * + !
! * + !
! * + !
4000 + * + +
! !
! !
! !
! !
5000 +
!
!
!
!
+
!
!
!
!
6000 + +
! !
! !
! !
! !
7000 + +
! !
! !
! !
! !
8000 +----+----+----+----+----+----+----+----+----+----+----+----+----+----+
0 100 200 300 400 500 600 700
,r--. ,
TENSION DESIGN LINE (1000 LBS)
JOINT/BODY STRENGTH (1000 LBS)
*
+
I~'
CEMENT ADVISOR
Company: STEWART PETROLEUM COMPANY
,~,
Field: West McArthur River
Well: West McArthur River No. D-1
Logging Date:
January 25, 1993
r'
--
~-
January 25, 1993
Dear Sir:
I believe you will find this report and enclosed color logs useful in evaluating the cement
in this well. The interpretation contained in this report is the result of my application of
the known tool responses for the Cement Bond Tool (CBT) and the Cement Evaluation
Tool (CET) to your well. I have included a copy of the log in the back cover, as well as, a
header for use with the log sections in the report. The color log contained within the
report is new and deserves a brief description.
The Variable Density Log (VDL) is much like the field VDL, but the amplitude of the
received signal is now presented in color. Dark green and white represent a wave of high
amplitude; the white representing the trough, and the green the peak. As the amplitude
decreases, the green becomes blue, and the white becomes orange. Violet represents an
amplitude of zero. The attenuations, Near and Discriminated, are identical to those on the
CBT log.
:~'"
The color CET map is very different from the map presented in the field. Six different
colors are used to represent specific acoustic impedance bands. These bands cover the
following:
Red:
Yellow:
Blue:
Green:
Brown:
Black:
Free gas behind pipe.
Typically gas cut cement.
Water or drilling mud behind pipe.
Mud contaminated cement.
Cement slurry, no compressive strength,
500 psi compressive strength cement.
Again, I believe you will find this report useful. Should you require further explanation
on any detail, feel free to contact me or another Schlumberger representative.
~~
Brian Schwanitz
Schlumberger Well Services
:~"
,~---
DETAILED INTERPRETATION
7" 29# LINER (Cont.)
1,400' . 2,400'
GOOD CEMENT
The major defect in this cement job is a channel from 1,426' - 1,510. It
covers about 40% of the pipe based in the CET image, but is sealed both at
the top, from 1,384' - 1,404' and at the bottom. The CBT confirms the
channel with a strong casing signal, showing casing collar ring, and yet,
giving a formation signal, indicating good bond on one side of the pipe.
~-"
,~'.
DETAILED INTERPRETATION
7" 29# LINER (Cont.)
2,400' - 3,400'
EX CELLENT CEMENT
Two voids exist: a large one from 2,454' - 2,490', and a small one at 2,560'.
The large one looks like mud cut cement due to poor displacement.
However, the hydraulic seal is intact - no fluids will communicate.'
7'-,
r"',
,~-
DETAILED INTERPRET A TION
7" 29# LINER
NOTE: These logs were run with 1,000 psi surface pressure.
3,400' - 4,400'
EXCELLENT CEMENT
The only defect in the cement sheath is at the shoe which looks slightly wet
on the CET from 4,380' - 4,400'. Compressive strengths range from high
peaks of 6,000 psi to low peaks of 1,000 psi, with an average strength of
3,700 psi.
,r'-
/,.,-...."
'-..
I \
:~.
,,-...,
CEMENT EV ALUA TION SUMMARY
CHANNELS: The only continuous channel in the 7" cement job is from
1,426' - 1,510'. This channel appears to cover 40% of the casing, but is
sealed àt the top (at the base of the 9 5/8" casing) and at the bottom of the
channel.
GAS CUT CEMENT: No gas cut cement or free gas is present in the
liner job.
LINER CEMENT QUALITY: The overall quality of the liner cement is
excellent. Aside from the one channel (noted above),there are a few voids
in the sheath between 2,090' - 2,500'. The average compressive strength is
3,700 psi.
I
LINE LAP CEMENT QUALITY: The liner lap has poor cement. It
appears to be either contaminated or still green with the consistency of a
heavy drilling mud..
r-.
7.0 INJECTION FLUID
All waste fluids to be injected will be generated by drilling and production operations at the West
McArthur River Unit. These injection fluids will include the following:
.
Waste drilling fluids
.
Completion fluids
.
Diluted drilling fluids
.
Slurried drill cuttings (with slurry makeup water)
.
Waste cement (watered down)
.
Produced Water
/'-""
It is estimated that up to 6,000 bbl per day of fluid may be injected during periods of maximum
injection activity. Average anticipated injection rates will be about 2,000 to 3,000 bbl per day
during drilling òperations or during drill cuttings grinding and disposal, operations. The total
yearly volume of injected fluids will be dependent on the duration of future drilling operations,
but is anticipated to be about 350,000 bbl per year through 1995.
The radius of invasion around the wellbore is given by
R = CV j1thrp)Va
where R¡ = radius of invasion (ft)
V = volume injected (fe)
h = height of reservoir (ft)
rp = porosity (%)
Assuming 350,000 bbl (5.9 x 106 ft3) of fluids are injected per year, the radius of invasion would
be 571 ft after 10 years of injection activity.
r"
7-1
,~
The fluids listed above will generally be discharged to the facility reserve pit prior to injection
disposal. The resulting mixture will consist of the individual components identified in Table 7-1
and 7-2. The listed fluids are classified as non-hazardous by the U.S. Environmental Protection
Agency and are suitable for injection into Class II wells.
,~.
/'"'"
7-2
'-"-""'.
TABLE 7-1
Waste Drilling Fluid Composition
Material
Percent
by Weight
Fresh Water
80-90
3-4
Bentonite
Barite
Potassium Chloride (KCI)
Polyanionic Cellulose
2-20
0-5
Potassium Hydroxide
Caustic Soda
0.0.7
0-0.1
"'---"'-
PHPA Polymer
Sodium Nitrate
0-1.1
0-0.5
Lime
0-0.02
0.5
Caustic Soda
Soda Ash
0-1
0-0.5
Sodium Bicarbonite
Chrome free Lignosulfonate
0-1
0-2
Drilled Solids/Cuttings
Cement
10-20
0-5
Total
100.0
.r-',.,
7-3
,~.
TABLE 7-2
Completion Fluid Composition
Material
Fresh Water
Percent
by Weight
75
24
Potassium Chloride
Corrosion Inhibitor
0.5
0.5
100.0
Defoamer
Total
-~--,
.r----,
7-4
r-..
8.0 INJECTION PRESSURE
The average surface injection pressure is estimated to be 800 to 1,000 psi at a depth of 4,289
ft, The maximum anticipated surface injection pressure will be approximately 1,115 psi at the
estimated formation fracture pressure (3,345 psi). These figures are based on a fracture gradient
of 15.0 ppg at a depth of 4,289 ft and 10.0 ppg injection fluid in the tubing string. The maximum
surface injection pressure will be limited to the working pressure of the casing head which is
3,000 psi.
/"-.
:r---.
8-1
¡-,
9.0 FRACTURE INFORMATION
The proposed injection formation may be fractured periodically to enhance the ability of the
formation to accept fluid. The induced fractures will, however, be localized near the wellbore and
confined to the injection zone.
The proposed injection formation is confined above and below by a series of tight interbedded
claystones, siltstones, and coals which are known to be effective confining layers and barriers
to fracture propagation in the Cook Inlet Basin. In addition, the shales (claystone, siltstone, and
mudstone) are plastic in nature which augments their ability to provide containment.
Descriptions of the confining layers and the proposed injection zone are provided in the
Geological Information section of this document.
The injection zone and associated confining beds are laterally continuous in the area based on
correlation of well logs. The well logs indicate that the proposed injection zone and associated
confining beds were encountered in the surrounding West McArthur River Unit No.1 and Pan
American West Foreland Unit No.2 wells (see Geological Information section).
-^'"-
The proposed injection zone is 60 ft thick, consisting of porous cemented sandstone with silt and
coal interbeds. This unit is highly porous and permeable based on well log analysis, The
calculated porosity and permeability (from well logs) of this zone in the West McArthur River No.
0-1 well are 32% and 1,600 md, respectively. In highly porous and permeable units, induced
fractures are difficult to sustain and only propagate limited distances from the wellbore. Any
fractures that are induced in the formation will tend to propagate laterally within in the disposal
zone rather than vertically into the impermeable confining layers above and below the disposal
zone.
A fracture model was used on the injection zone to confirm that the induced fractures would not
propagate beyond the injection zone (see attached BJ Services correspondence), The fracture
model was the MFRAC " by Meyer and Associates, Inc. This model is a three-dimensional
hydraulic fracturing simulator. When possible, existing reservoir data was input to the model.
Otherwise, rock properties were estimated based on average values for similar lithologies under
analogous subsurface conditions. Input data is identified in the Formation Data section of the
model.
N------'-
The fracture model was run at a pump rate of 5 barrels per minute (bpm) and maximum surface
pressure of 5,000 psi. Five bpm is anticipated to be the maximum injection rate of fluids, and
5,000 psi is 2,000 psi beyond the working surface pressure limit of the wellhead (3,000 psi).
9-1
.-""---"-,
Even under these worst case (impossible) injection conditions, the model demonstrates that the
induced fractures would be confined to the injection zone. The confining shale zones
immediately above and below the injection zone are depicted in Section 4.0, Geologic
Information.
Prior to commencing injection operations in the West McArthur River No. 0-1 well, a stepped-rate
pump test will be performed to determine the formation fracture gradient and optimum injection
rate. After disposal operations commence localized fracturing may occur when injection
pressures approach the formation fracture pressure as solids accumulate near the well bore. If
fracturing is induced, the fractures should be confined to the injection zone immediately
surrounding the well bore.
~-
/.r---, ,
9-2
Wj
/'-
Please Reply: 6927 Old Seward Hwy" Ste, 201
Anchorage. AI{ 99518
(907) 349-6518
February 22, 1993
Mr. Jesse Mohrbacher
ENSR Consulting & Engineering
4640 Business Park Blvd. Bldg D
Anchorage, AK 99567
Dear Jesse:
Attached is a ftacturing simulator run for the Stewart Petroleum Company West
McArthur River No. D-1 Well. The injection zone is identified as the perforated
sandstone ftom 4,289' to 4,351',
~--'-
The model was setup to pump 1 MM gallons of a Newtonian fluid at a rate of 5 BPM
carrying 5 ppg of 100 mesh material, To raise the pressure above the operational limits, a
100,000 gallon stage offluid carrying 20/40 mesh propp ant was added. This stage creates
a pressure out (screen out) situation with surface pressure exceeding 5,000 psi. At this
condition the ftac height is still contained by the confining shales above and below the
injection zone.
The boundary conditions for the well, were average for common shale boundaries
accepted by the industry, these conditions are stated in the Formation Data section of the
Fracture Model.
If you should have any questions regarding this information please feel free to call me here
at 349-6518,
Sincerely,
~^'-_.
~.,1;fi.-,:',-, ' ----=-.
,~t;~
District Engineer
BJ Services Company. U.S.A. . 5500 Northwest Central Drive. Houston. Texas 77092 . 713-462-4239
1',
"
Date: 02-19-1993
Time: 11:11:3
MFRAC-II
A THREE-DIMENSIONAL HYDRAULIC FRACTURING SIMULATOR
MFRAC-II is a trademark belonging to MEYER & ASSOCIATES,lne.
---------------------------------------------------------------------
COPYRIGHT (C) 1985 - 1992, MEYER & ASSOC.,lne. - all rights reserve
R.D.1 Box 458F, Natrona Heights, Pa. (U.S.A.) 15065
Intl. Corporate License «BJ Services », Tornball
Serial #F3d.196, Date: 01-02-92
MFRAC-II Version 6.20
June 29, 1992
********************
* ECHO INPUT DATA *
********************
>"'--- - ,
Stewart Petroleum
Feb. 19, 1992
West Mcartheur Rive". P D-I
RUN OPTIONS
***********
IREAL = 0
NETPV = 0
IUNIT = 0
IGEOH = 3
ILGTH = 0
IZONE = 0
ILEAK = 0
IHEAT = 0
IFLBK = 0
ISAND = 1
IFRIC = 3
NITER = 40
IPRTS =999
O-DESIGN MODE.. 1-REPLAY MODE.. 2-REAL
a-NO NET PV.... 1-NET PRESENT VALUE SET
O-ENGLISH...... 1-METRIC.......
a-PENNY........ 1-GDK..2-PKN... 3-THREE
a-CALC. LGTH... 1-INPUT LENGTH.
a-PAY LEAK-OFF. 1-MULTI-ZONE... LEAK-OF
O-C=CONSTANT... 1-C=HARMONIC... 2-C=DYN
a-NO HEAT...... 1-HEAT TRANSFER .......
a-NO BREAKER... 1-FLUID BREAKER WITH TI
a-NO SAND...... 1-INPUT SCH.... 2-OUTPU
a-NO FRIC...... 1,2-PW-LAW ilii 3,4-TBL
# OF FRAC SOLN ITERATIONS (10 < NITER <
PRINT SAND SOLN EVERY "IPRTS" STEP...
/"--"-
ILDOT =
ISTBL =
ITURB =
IWALL =
IRATE =
ISNDL =
IRAMP =
ICONC =
ISETl =
0 O-dL (+,-).....
1 a-NO TABLE.....
0 O-LAMINAR FLOW.
0 a-SMOOTH WALL..
0 O-RATE (b.c.)..
1 a-NO SND LINK..
0 a-NO RAMP......
0 O-LIQUID.......
0 Q-INPUT VEL....
1-dL=O (q=O)... 2-dL/dt
1-STRESS TABLE. .(FILE1
1-LAMINAR/TURB. (Frac).
1-ROUGH WALL..& OVER-PR
1-BHP (b.c.)... .......
1-LINK SAND and FRAC SO
1-RAMP SCHEDULE .......
1-SLURRY....... .(MASSI
1-LOW..........2-MED.
ICLOS = 0 O-NO CLOSE..... 1-PRES DECLINE. (FRAC C
IPROD = 0 O-NO PROD...... 1-CONSTANT RATE 2-CONST
ISOLN = 2 O-INTEGRAL SOL. 1-MIXED SOLN... 2-F.D.
ISTOL = 1 O-GOOD......... 1-VERY GOOD.... 2-MACH.
~,
- 1 -
FORMATION DATA
**************
YOUNG'S MODULUS RESERVOIR.....
YOUNG'S MODULUS UPPER LAYER...
YOUNG'S MODULUS LOWER LAYER...
POISSON'S RATIO RESERVOIR.....
POISSON'S RATIO UPPER LAYER...
POISSON'S RATIO LOWER LAYER...
MIN. HORIZONTAL STRESS RES....
FRACTURE TOUGHNESS RESERVOIR..
FRACTURE TOUGHNESS UPPER LAY..
FRACTURE TOUGHNESS LOWER LAY..
TOTAL PAY ZONE HEIGHT.........
PERFORATION HEIGHT UPPER......
PERFORATION HEIGHT LOWER......
i""'---'
LEAK-OFF COEF. & LAYER DATA
***************************
2.300E+06 psi
8.000E+06 psi
8.000E+06 psi
.220
.250
.250
3345.0 psi
800.0 psi in^.5
1200.0 psi in^.5
1200.0 psi in^.5
62.00 ft
31.00 ft
31.00 ft
ZONE LAYER LEAK-OFF NET PERM TOTAL CO
LAYER THICKNESS HGHT RATIO LAYER HGHT LEAK-OF
(ft) (-) (ft) (ft/nn^.
-------- ---------- ---------- ---------- --------
-------- ---------- ---------- ---------- --------
Pay Zone 62.00 1.0000 62.00 1.000E-
RESERVOIR LEAK-OFF DATA
***********************
ZONE AVERAGE TOTAL COMP RESERVOIR RESERVOIR
LAYER RES. PRES. Ct PERM. POROSITY
(psi) (1/psi) (mcI) (-)
-------- ---------- ---------- --------- ---------
-------- ---------- ---------- --------- ---------
Pay Zone 2000.00 2.000E-06 1000.0000 .3200
STRESS TABLE
************
',/"---',
DHU (ft) DSU (psi)
/
DHL (ft) DSL (psi)
---------------------- ----------------------
.000
5.000
100.000
.0
1500.0
1500.0
/
I
I
.000
5.000
100.000
.0
1000.0
1000.0
TREATMENT DATA
~"
**************
INJECTION RATE C2-WINGS CONST)
NP - FLOW BEHAVIOR INDEX......
KP - CONSISTENCY INDEX........
FRAC FLUID SPECIFIC GRAVITY...
PROPPANT DATA
- 2 -
*************
NO. SAND LAYERS FOR BRIDGING..
MIN. CONC./AREA FOR PROP. LGTH
CLOSURE PRESSURE ON PROPPANT..
SAND SCHEDULING INPUT DATA
**************************
/---"',
VOL
gal l
CONS1 CONS2
lb/gal.l lb/gal.l
STAGE
NO.
5.000 bpm
1.0000
1.000E-03 lbf-s^np
1.020E+00 -
2.000E+00 -
1.000E-03 lbm/ft^2
3.000E+03 psi
D.F.
VEL
ft/nn
=======================================================
1
2
3
.00
10.00
5.00
10000.D
.1000E+07
100000.0
.00
10.00
5.00
SAND SCHEDULING SUMMARY TABLE
*****************************
.010
.500
.500
1.00
1.00
1.00
STAGE VOLUMES TOTAL VOLUMES AVERAGE
SLURRY / LIQUID SLURRY / LIQUID SLURRY 1
gal s. 1 gal l. gal s. / gal l. lbm/gal 1
===== =========1========= =========1========= ========/
1 10000.0/ 10000.0 10000.0/ 10000.0 .000/
2 .145E+07/ .100E+07 .146E+07 / .101E+07 6.885/
3 .123E+06/ .100E+06 .159E+07 1 .111E+07 4.077 /
STAGE
NO.
WELLBORE HYDRAULICS DATA
************************
;/"""-""
MODE 1-TUBING 2-ANNULUS 3-BOTH
TOTAL WELL PIPE LENGTH........
WELL DEPTH TO PERFORATIONS....
TUBING DIAMETER ...CI.D.).....
FRICTIONAL PRES. LOSS RATIO...
PERFORATION DIAMETER..........
TOTAL NO. OF PERFORATIONS.....
1
4250.00 ft
4300.00 ft
'C'.
2.4400 ii'h
1.0000 --
.6500 in
100.0 --
TUBING VOLUME TO PERFS........
1032.4 gal
r-..
PRESSURE LOSS VS RATE
*********************
Sch# = 1
FLOY RATE PRESSURE LOSS
(bbls/min) (psi/1000 ft)
--------------------------
1.00
2.00
4.00
8.00
25.00
90.00
- 3 -
*********************************
* FRACTURE PROPAGATION SOLUTION *
*********************************
~- -.
TIME VOLUME PRES_DPW LENGTH WDTH]AY WDTH_AVG WDTH_AVG
emin) (gal s) (psi) (ft) y=0 (in) well(in) frac(in)
======== ========= ======== ======== ======== ======== ========
162.550 34135.4 121.5 15.50 .0684 .0539 .0457
204.094 42859.7 125.1 18.77 .0713 .0561 .0476
253.535 53242.3 130.0 22.78 .0745 .0585 .0497
305.728 64202.9 134.5 26.95 .om .0606 .0515
357.473 75069.4 138.6 31.00 .0797 .0625 .0530
423.723 88981.9 143.4 35.63 .0825 .0646 .0545
562.546 118134.7 151.6 44.42 .0874 .0682 .0567
735.152 154381.8 160.6 54.64 .0928 .0722 .0591
932.795 195886.9 169.1 65.51 .0980 .0761 .0613
1138.699 239126.8 176.6 76.17 .1026 .0794 .0631
1343.907 282220.4 183.1 86.32 .1065 .0823 .0647
1513.561 317847.9 188.2 96.01 .1099 .0847 .0664
1706.133 358288.0 193.5 105.91 .1132 .0871 .0678
1894.324 397808.0 198.0 115.42 .1161 .0892 .0691
2095.740 440105.5 202.1 124.70 .1187 .0910 .0701
2294.250 481792.6 205.7 133.55 .1209 .0926 .0710
2489.665 522829.6 208.9 142.12 .1230 .0941 .0718
2683.058 563442.1 211.9 150.48 .1249 .0955 .0725
2874.982 603746.2 214.7 158.67 .1267 .0967 .0733
3065.687 643794.2 217.3 166.72 .1284 .0979 .0739
3255.341 683621.7 219.7 174.63 .1300 .0990 .0745
r--. 3444.093 723259.6 222.0 182.43 .1314 .1001 .0752
3632.090 762738.9 224.2 190.11 .1328 .1011 .0757
3819.461 802086.9 226.3 197.69 .1341 .1020 .0763
4006.320 841327.1 228.3 205.11 .1354 .1029 .0169
4192.758 880479.2 230.2 212.55 .1366 .1038 .0774
4378.853 919559.1 232.1 219.84 .1378 .1046 .0779
4564.667 958580.0 233.8 227.05 .1389 .1054 .0784
4750.250 997552.5 235.5 234.18 .1399 .1062 .0789
.493564E+04.1036E+07 237.2 241.22 .1410 .1069 .0794
~, .512090E+04.1075E+07 238.7 248.19 .1420 .1076 .0798
I .530643E+04.1114E+07 240.3 255.08 .1429 .1083 .0803
.549213E+04.1153E+07 241.8 261.89 .1439 .1090 .0807
.567785E+04.1192E+07 243.2 268.62 .1448 .1097 .0811
.586350E+04.1231E+07 244.6 275.28 .1456 .1103 .0815
.604905E+04.1270E+07 245.9 281.87 .1465 .1109 .0819
.623426E+04.1309E+07 247.2 288.40 .1473 .1115 .0823
,641913E+04.1348E+07 248.5 294.86 .1481 .1121 .0827
.660402E+04.1387E+07 249.8 301.27 .1489 .1126 .0830
.678887E+04.1426E+07 251.0 307.62 .1497 .1132 .0834
.697368E+04 .1464E+07 252.2 313.92 .1504 .1137 .0838
.715821E+04.1503E+07 253.3 320.16 .1511 .1142 .0841
.734231E+04.1542E+07 256.8 326.35 .1533 .1158 .0853
.754835E+04.1585E+07 3252.9 326.35 1.9417 1.4680 1.0800
--------------------------------------------------------------
Average Injection Rate (2-wings)=> Q = 5.00 bbl/min
Equivalent Flow Behavior Index..=> np = 1.0000 -
Equivalent Consistency Index....=> kp = 1.000E-03 lbf-s^np/ft^
- 4 -
~'-
********************************
* WELLBORE HYDRAULICS SOLUTION *
********************************
TIME INJ TIME SURF DP GRAVITY DP FRIC DP PERF
(min) (min) (psi) (psi) (ps i)
**************************************************************
162.5496 167.4655 -2849.19 577.72 .07
204.0940 209.0100 -2849.19 577.72 .07
253.5348 258.4508 -2849.19 577.72 .07
305.7282 310.6442 -2849.19 577.72 .07
357.4731 362.3890 -2849.19 577.72 .07
423.7234 428.6393 -2849.19 577.72 .07
562.5463 567.4623 -2849.19 577.72 .07
735.1515 140.0675 -2849.19 577.72 .01
932.7948 937.7108 -2849.19 577.72 .07
1138.6988 1143.6147 -2849.19 577.72 .07
1343.9066 1348.8226 -2849.19 577.72 .07
1513.5612 1518.4m -2849.19 577.72 .07
1706.1334 1711.0494 -2849.19 577.72 .07
,~-'- 1894.3238 1899.2397 -2849.19 577.72 .07
2095.7405 2100.6565 -2849.19 577.72 .07
2294.2503 2299.1662 -2849.19 577.72 .01
2489.6645 2494.5805 -2849.19 577.72 .01
2683.0577 2681.9736 -2849.19 577.72 .07
2874.9816 2879.8976 -2849.19 577.72 .07
3065.6865 3070.6025 -2849.19 577.72 .07
3255.3410 3260.2570 -2849.19 577.72 .07
3444.0933 3449.0093 -2849.19 577.72 .07
~, 3632.0899 3637.0059 -2849.19 577.72 .07
3819.4611 3824.3771 -2849.19 577.72 .07
4006.3195 4011.2355 -2849.19 577.72 .07
4192.7579 4197.6738 -2849.19 577.72 .07
4378.8528 4383.7688 -2849.19 577.72 .07
4564.6665 4569.5825 -2849.19 577.72 .07
4750.2496 4755.1656 -2849.19 577.72 .07
4935.6424 4940.5583 -2849.19 577.72 .07
5120.8958 5125.8118 -2849.19 577.72 .07
5306.4284 5311.3444 -2849.19 577.72 .07
5492.1289 5497.0449 -2849.19 577.72 .07
5677.8474 5682.7634 -2849.19 577.72 .07
5863.5029 5868.4189 -2849.19 577.72 .07
6049.0539 6053.9698 -2849.19 577.72 .07
6234.2630 6239.1790 -2849.19 577.72 .07
6419.1317 6424.0477 -2849.19 577.72 .07
6604.0214 6608.9374 -2849.19 577.72 .07
6788.8739 6793.7899 -2849.19 577.72 .07
6973.6m 6978.5936 -2463.37 577.72 .06
7158.2090 7163.1249 -2463.37 577.72 .06
7342.3150 7347.2309 -2463.37 577.72 .06
7548.3472 7553.2632 -1902.95 577.72 .04
*******************************
r',
* PROPPANT TRANSPORT SOLUTION *
- 5 -
*******************************
TlME_INJ
(min)
VOLUME DISTANCE WDTH_PAY EFFO CON_INLET CONL_EO
(gal) (ft) (in) (-) (lb/gal l) (lb/gal
==============================================================
NSH = 3
.7548E+04 .1585E+07 .00 1.6124 1.0000 5.000 36.25
.7490E+04.1573E+07 98.22 1.4554 .8000 5.000 36.25
.7432E+04.1561E+07 179.07 1.2516 .5965 5.000 36.25
.7373E+04.1548E+07 250.07 .9739 .3898 5.000 36.25
.7315E+04 .1536E+07 303.14 .6029 .1808 5.000 36.25
.7264E+04.1525E+07 326.35 .0000 .0000 5.000 .00
~-.
Fluid injected before time =7263.64 min is loss due to leak-of
The volume of fluid to account for this loss is 1525363.6 gals
Propped Length XLP = 303.14 ft
Fracture Condo KFWF= 12566.60 md-ft
Dim. Frec Cond FCD = .0415
r---,
~..
~"
Avg. Frac Perm KF =
Avg. Con/Area CAREA=
Prop. Vol. Fracture=
Sch #
Screen-out
O-no 1-yes
-----
----------
----------
3
2
1
1
0
0
120.000 darcy
11.1764 lbmlft^2 sand itype # > 0
1.2092 fraction
Proppant Displacement & Location
Dist. from Well Screen-out Dist.
(ft) to (ft) (ft) to (ft)
=======-======= ========-=======
.0. 326.4 .0 - 326.4
All fluid leaked-off:no propped sand
All fluid leaked-off:no propped sand
For a banking fluid, the Screen-out distance only
represents the propped pack volume (distance).
- 6 -
r.
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1 0.0 FORMATION FLUID
The proposed injection zone was perforated by tubing conveyed guns with approximately 900
psi under-balance. After perforation, the backs urge was reverse circulated out of the hole in
order to collect formation fluid samples for laboratory analysis and to clean out perforation
debris. Samples were collected for laboratory analysis as follows:
Base:
The freshwater base fluid in the 2 7/8" x 7" casing annulus and water cushion
makeup
No.1:
Sample from the mixture of water cushion and formation fluid (backsurge)
No.2:
Sample from the backsurge
No.3-8:
Additional samples from the mixture of formation fluids and base fluid used to
reverse circulate out of the hole
/",-".
The analytical results for sample no. 2 indicate that the formation fluid contains at least 11,800
ppm total dissolved solids (TOS). This sample is believed to be the most representative of the
formation fluids while the other samples have been diluted by mixing with the base fluid during
the reverse circulation. A copy of the sample results are presented in the following pages.
Well log calculations indicate a TOS value of 4,800 ppm for the proposed injection zone. The log
calculated TOS employees the USEPA-approved Spontaneous Potential (SP) method (see
attached Schlumberger Well Services letter). This method assumes a clean homogenous
formation with uniform porosity and permeability. Experience has shown that the Tyonek
formation is not 100% clean, but rather has highly varied characteristics due to the presence of
silt and clay. For this reason, the actual TOS in the disposal zone is significantly higher than
4,800 ppm as determined by the SP method, The TOS value is 5,600 ppm when calculated by
the alternate Resistivity-Porosity (RP) method.
The nonexempt aquifers « 3,000 ppm TOS) were also determined by the SP method. This
transition area occurs between 1,280 feet and 1,490 feet in the West McArthur River No. 0-1 well.
The actual 3,000 ppm TOS aquifer transition may be deeper (lower) in the 0-1 well as the SP
method tends to under-estimate the true TOS concentration in the aquifer.
/.-' ~ - ,
10-1
~
SCHLUMBERGER WELL SERVICES
500 WEST INTERNATIONAL AIRPORT ROAD
ANCHORAGE, ALASKA 99518
Telephone: (907) 562-2654
Fax: (907) 563-3309
"~-
March 2, 1993
Jesse Mohrbacher
ENSR Consulting and Engineering
4640 Business Park, Bldg D
Anchorage, AK 99501
Dear Jesse,
As you have requested, we are providing the following report on calculating total disolved solids
(IDS) from well logs on the West McArthur River No. D-1. Note: the hole is esentially vertical.
The SP Method: Usin~ Schlumberger's Charts SP-I. SP-2. and Gen-9.
/.r-,-\
1210' - 1270'
SSP = -20 mv
Rmf = 3.36 @ 68° F
Tf = 68° F
Rmfeq = 2,86
Rweq = 1.5 => (Rw - 5)
IDS = 1,150 ppm
1500' - 1540'
SSP = -40 mv
Tf=71°F
Rmf= 3.55 @ 71° F
Rmfeq :;: 3.02
Rweq = 0.86
Rw = 1.6
IDS = 3,600 ppm
1900' - 1950'
SSP = -40 mv
Tf = 73°P
Rmf= 3.46 @ 73°P
Rmfeq = 0.86
Rw = 1.6
IDS = 3,500 ppm
,.r--..
A DIVISION OF SCHLUMBERGER TECHNOLOGY CORPORATION
/ ----- .
4289' - 4361'
SSP = -30 mv
Tf= 94° F
Rmf= 2.74 @ 94° F
Rmfeq = 2.33
Rweq = 0.89
Rw = 0,89
TDS = 4,800 ppm
If you have any questions please call me at 563-1587.
Respectfully submitted by,
g~~
Brian Schwanitz
Schlumberger Well Services
,~.
!"'-~'
!~
lumbia
Analytical
Services Inc.
February 10, 1993
Service Request No.: K930542A
Jesse Mohrbacher
ENSR Consulting and Engineering
4640 Business Park Boulevard, Building D
Anchorage, AK 99503
Re:
WMRU No. D-1/Project #6397-003-400
Dear Jesse:
~"
Enclosed are the results of the rush samples submitted to our laboratory on February
2, 1993. Preliminary results were transmitted via facsimile on February 4, 1993. For
your reference, these analyses have been assigned our service request number
K930542A.
All analyses were performed consistent with our laboratory's quality assurance
program. All results are intended to be considered in their entirety, and Columbia
Analytical Services, Inc. (CAS) is not responsible for use of less than the complete
report. Results apply only to the samples analyzed.
Please call if you have any questions.
Respectfully submitted,
Columbia Analytical Services, Inc.
A~eli:f4
Project Chemist
AS/akn
Page 1 of .-ð
~--.
1317 South 13th Avenue. P. O. ßox 479 . Kelso, Woshington 98626 . Telephone 206/577 - 7 222 . Fox 206/636-1068
COLUMBIA ANALYTICAL SERVICES, INC.
-----
Analytical Report
Client:
Project:
Sample Matrix:
ENSR Consulting and Engineering
WMRU No. D-1/#6397-003-004
Water
Date Received: 02/02/93
Date Analyzed: 02/03/93
Work Order No.: K930542A
Solids, Total Dissolved (TDS)
EPA Method 160.1
mg/L 9ppm)
Sample Name Lab Code MRL Result
Base K0542-1 5 116
..r-., No.1 K0542-2 5 6,340
No.2 K0542-3 5 11,800
No.3 K0542-4 5 7,600
No,4 K0542-5 5 6,950
No.5 K0542-6 5 6,110
No.6 K0542- 7 5 7,020
No.7 K0542-8 5 7,300
No, 8 K0542-9 5 7,100
Method Blank K0542-MB 5 ND
MRL
ND
Method Reporting Limit
None Detected at or above the method reporting limit
-,,^,-.
Approved by
ú#tp .
~
Date 17/71)
nnOO2
.1, \1
J~~' 5f.p1- 51-00 (ensa(' ILO54 z.,
CHAIN-Of-CUSTODY RECORD
/"--'Client/Project Name: Lù tM ~U No. b-l Project Location:
Project No. h.397 -t)o 3 - 7'00 field Personnel: V. ný~fl'
Field Sample Lab Sample Sample
Number Date Time Number Type Analyses Required
ß~se- ~ÝZ7 /2.'rD 0 ~ TD~
¡..6 . I 1z..~l)5
2 ,2..: 05
3 J2-! rb ,>,
+ /¿ : JD
:5 I ¿ =-15
.b 12,'. JS ~
7 }1,: zl)
~ \¡vi /2- : Zl) " oJ
/~"
Sampling Rem~rks: ~ ~ ~~ ð ~ s~~ubl UMAIl- . . -
~ fi::;'J- pr (..11 ~ lr'1a ("'1 ( t5 k Iß -to J e.t:6~ m on t'" bl^~ (" @ (q l>1) Z 7 ~ -466~ .
..x: # h ('" -r A -r-/:t> c 11 tp +
~ fY1t:iJ I hard t!opv/ rc'fJ4,f 1(. ~ Il~1 Seal No.
-, Relinquis~~q by: / D,te , Time Received by: - L j - . ~t7e Time
I7riAil1t;lJAkl1~ 1, ,/tï3 ¡z.,OO ~YV/VV.X¡'h 'Z/ j 13 0'750
Relinquished by: Date Time Received by: Date Time
..
Relinquished by: Date Time f!'~ ~ !);'¡"q 3,
/' ---'.Name and Address of laboratory: Sample Disposal Method:
L- 0 I u J4t /; " ~ A J14iy I; 'c.J S t/~
, Time
OqOO
EN:R
No.
4568 00003
~.
11.0 FRESHWATER AQUIFER EXEMPTION
Stewart Petroleum Company does not intend to submit an application for a freshwater aquifer
exemption for the disposal zone (4,289' to 4,351' TVD) in the West McArthur River D-1 well.
Formation fluid samples have been recovered from this zone that identify the total dissolved
solids (TDS) in the formation fluids to be greater than 10,000 ppm.
r--,
,r-~.,
11-1
/""'"
12.0 MECHANICAL INTEGRITY
The 7" casing identified in the casing program of this application has been pressure tested to
2,500 psi following cementing. The tubing string has also been pressure tested prior to running
in the hole.
Once injection operations commence, the 7" casing by 2-7/8" tubing annulus will be monitored
continuously and pressures reported on the Monthly Injection Report (Form 10-406).
./'""'..,
,./'^'-"
12-1
/"'-.
". "
13.0 WELLS WITHIN AREA
There are no existing wells that penetrate the proposed injection zone within one-quarter mile
of the West McArthur River No. 0-1 well (see Section 1.0, Property Plat, and Figure 13-1). Two
directionally drilled wells are currently located within a one-quarter mile surface radius of the 0-1
well. These are the West McArthur River Unit No.1 well (see Figure 13-2) and Pan American
West Foreland Unit No.2 well (see Figure 13-3). The future West McArthur River Unit No.2 well
(see Figure 13-4) will be located at the same surface location as the No.1 and 0-1 wells, but will
not penetrate the injection zone within a one-quarter mile radius of the 0-1 well.
The West McArthur River Unit No.1 well was constructed in accordance with good oilfield
practices and all appropriate AOGCC requirements. The West Foreland Unit No.2 well was
plugged and abandoned in 1966 after drilling to a depth of 11,948 ft MD. Schematics showing
the casing and cementing programs for the above mentioned wells are presented in the following
pages.
r-.
..r--'o
13-1
,.r--~
r..
/"-~'.
131' RKB ~
( 100' BGL )
1364' RKB ~
( 1333' BGL )
4500' RKB ~
( 4469' BGL )
It£R
ENSR CONSULTING & ENGINEERING
DRAWING: SCHEIoIDIA DRAWN: Jl/SR
C/SC: 1=1 DISK: D/563
DATE: 03/01/93 CHECK: Jt.4
~ 13 3/8" conductor,
drilled and driven
~ 9 5/8" surface,
cemented to surface
,
Tubing: 2 7/8", 6.5#,
N-80, 8R, EUE
zz
TIW Retrievable Packer Set @ 4197'
Tubing Tail @ 4203.35
- Perforations 12HPF 4289' - 4351'
~ l' 29# P-110. S-95,
N-80. combination string
cemented to 1400 ft.
FIGURE 13-1
WEST McARTHUR RIVER
WELL D-1
SCHEMATIC DIAGRAM
STEWART PETROLEUM CO.
WEST McARTHUR RIVER UNIT
PROJECT 6397-003-400
13-2
~,
125' RKB/TVD ...
2,201' RKB ...
2,041' TVD
~,
6,211' RKB ...
4,714' TVD
11 ,130' RKB ..
8035' TVD
11,502' RKB ...
8,291' TVD
13,742' RKB
9,851' TVD
,,~,
EN:R
ENSR CONSULTING & ENGINEERING
DRAWING: SCHEMNOI DRAWN: JL/SR
C/SC: 1=1 DISK: 0/563
DATE: 03/01/93 CHECK: JM
~ 30" conductor, 310#, X52, Driven
~ 20", 133#, K-55,
cemented to surface.
... 13 3/8", 68#, NT80/CYHE,
cemented 3,000' above shoe.
Top of Liner
~ 9 5/8", 47 and 53.5#, L-80,
cemented 3,000' above shoe.
Z Z Baker Model D 'SAB-3 Packer
set at -13,170' RKB
Perforations 12 HPF
13,254' - 13,364' RKB
...
7 5/8", 29.04#, NT-95,
cemented 2,000' above shoe.
...
FIGURE 13-2
SCHEMATIC OF
WEST McARTHUR RIVER
UNIT NO.1 WELL
STEWART PETROLEUM CO.
WEST McARTHUR RIVER UNIT
PROJECT 6397-003-400
13-3
.--~'..
~ 100' RKB/TVD
-
646' RKB
646' TVD
~
2,001' RKB
1,943' TVD
.)-"
8,850' RKB
8,202' TVD
9,083' RKB -
8,436' TVD
11,938' RKB
11 ,010' TVD
"/"'-""
~
ENSR CONSULTING & ENGINEERING
DRAWING: PANAIIIN02
C/SC: 1 =1
DATE: 03/01/93
DRAWN: Jl/SR
DISK: D/563
CHECK: Jill
~ 30" conductor, ~ 100' RKB.
assumed
~ 20", 79.6#,
cemented to surface w / 1,245sx
~}.:~>,:~~:>~.~'~:;;
DC Retainer at 1,910' RKB
w/ 50sx cemented above.
...
~
13 3/8", 54.5#,
cemented to surface w/ 1,71 Osx
~.:/f<;.:,~.: '::::<
:,::,:::::...:~.<><'
"~'~::<:::< ~::~.:::
,".' .: " ,>'.. ,...'
Cemented Plug 8,600 - 8,900' RKB
Top of Liner
~ 9 5/8", 40 and 43.5#,
cemented w / 2,31 Osx
= Perforations 4 HPF at
10,600' - 10,670' RKB
~:~ ~\ ~:~;;~;.;
Bridge plug at 11,200' RKB
with 50sx cemented above.
Perforations 4 HPF at
- 11,340' - 11,385' RKB
~
~ 7" LINER, 29# and 32#,
cemented W / 700sx
FIGURE 13-3
SCHEMATIC OF PAN
AMERICAN WEST FORELAND
UNIT NO.2 WELL
STEWART PETROLEUM CO.
WEST McARTHUR RIVER UNIT
PROJECT 6397-003-400
13-4
~.
r-"
,/"",-. "
116' RKB/TVD ~
2,200' RKB
2,048 TVD
.-
6,500' RKB
5,118' TVD
11 ,120' RKB
8,471' TVD
11,500' RKB .-
8,685' TVD
13,992' RKB
10,463 TVD
~
ENSR CONSULTING & ENGINEERING
DRAWING: SCHEMN02 DRAWN: JL/SR
e/sc: 1=1 DISK: 0/563
DATE: 03/01/93 CHECK: JIA
... 30" conductor, Driven
... 20", 133#, K-55,
cemented to surface.
.-
13 3/8", 72#, N-80
cemented 3,000' above shoe.
...
Top of Liner
~ 9 5/8", 47 and 53.5#, N-80,
cemented 3,000' above shoe.
.-
...
7", 29#, N-80,
cemented 2,000' above shoe.
FIGURE 13-4
SCHEMATIC OF PROPOSED
WEST McARTHUR RIVER
UNIT NO.2 WELL
STEWART PETROLEUM CO.
WEST McARTHUR RIVER UNIT
PROJECT 6397-003-400
13-5