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advertisement
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SL\ IE OF 1\"E\'ADA
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File
Capitol Complex-201 South Fan Street
Carson City, Nevada
89710
Tclepltone (702) 835-4330
APPLICATION FOR PERMIT TO DRILL OIL AND GAS WELLS
(Applications must be accompanied by $50 permit fee. )
Company or Operator.---~-~~~~-~-!.... !~-~-~-----------------------------------------~-------------------------------------­
Sendpermitto : 2375 E. Tropic a na
Street or P .0. Box ..~-~-~-~-~--_!_~.§____________________ Ci ty________l,._?_~__j[gg_~~----- ------------------------------ State __ti_y_ _ _ _ _ _
ZiP-----~-?.~.!.?. _________Telephone Q}_~2_ __ ?).?.=.§}}Q___ _
Lease name ...!'!.':l.~~-<?-~ .. B.?.~.<;_h _____________________ well num ber ___j _{±_-:-_22 ....-------------------within th e...SE... __ 1,4.NR _____ 14-----I
Sec ......!.~---------, T .... .?.~--------- 1 R..?..?.~----- .. -- M.D.B.M:
.. ---- .... :-- .....,..........i___ _ PooL ..!.~~J?....~-~~-~-1!:~-~- - ------------- --• County.......~Y.-~ ................................................
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The well is ......!.?.~-~-~ ........ fect from (N) /(~ line and ....... ~.?-~9........feet from
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(W) line of the section. (Give location from section line, cross out
wrong directions. )
If patented land, fee owner is .............................................................................. ..
Address ..................................................................................................................... .
If government land, lease serial number is ...... }~::}}}.-?..................... ~ ............. ..
Address .1?.~~-- -~~-9. .. H.?.J::':?.?.r.9...W9Y.,...Re.n.o.,... N.Y. .... .8.9.5.Q2 ..................................
L essee 1s
· ....................................................................................................................
Ma koil , Inc .
..
Address .?.~?.?... ~.: ... !E.?.P..~-~~-ry-~ __ #_~-~-?.! ... !:.~-~--_Y.~g-~-~J. ...~Y.....~.?-~-~-?. .............. .
Section .......~-~----·--··· ...
Locate well correctly.
It is proposed to drill the well to ... ~.?-~~.... foot d epth usin g ~*flliKX:M~ (rotary) rig. The elevation is ...!!-.7.8.8..'_
fe et above sea level.
·
If this is a wildcat well, attach plat by licensed surveyor showing location.
The status of a bond for this well in conformance with Rule 103 of the Division is: _______________________________
......................... J~...~~-?-~ .. -~-~-~!.1-~~-ry_g __ ~-~~J::l... !?J:..~ ...........................................................................................:..................... ..
If bond posted with
U. S. Govern ment, what is name of surety company ?.AIJlgxJ&?.n...~-~nk~~-$....tn~J.J.r.a n..c.~ ..... .
-~~!!l.P.!'!.'~:>:Y.. ..~ _L.f.J.<?.J::.t9.~ -----·· ·· ·· · " Bond number ?... LP.l1..0.l.3.0b.02 .............. ..
I certify that I have personal knowledge of the facts above stated and that they are true, correct, and complete.
Signed....
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y ·....·-·--·-·--·--··-····--
N ame _____ ~ __ _g_ _________ g_~ -- -~-Q.~lQ~?.ki-_________________________ _
Position.--------------Presiden
t
----------------------------------------------------------------P ermit numb er_-------------------------------------------------Sll
----- -----·
Datc ____________ ... ----------------~~xs.h..J.L ... -........... _.. _________ 1 1!>...8.8.
API number --------Z7-0Z305395
--------------------------------------------------------Approntl date --- ~~~~!:t:.?.?.~}~~-~------
-------------------...
By... -~gin<f:~--~i~~~J~Y..R·-~!.. B~_yb~ --Fvr m 2
16%
RICHARD H . BRYAN
Governor
STATE OF NEVADA
RICHARD L. REYBURN
Director
DEPARTMENT OF MINERALS
400 W. King Street, Suite 106
Carson City, Nevada
89710
(702) 885-5050
March 25, 1988
OIL AND GAS PERMIT NOTICES
State permits for oil and gas wells have been issued by the Nevada Department
of Minerals for the following:
Permit Number 510, API Number 27-023-05394, for the Blue Chip #1 well to
Marathon Oil Company, P.O. Box 2690, Cody, Wyoming 82414, (307) 587-4961.
The well will be located in the SE~ NW~, Section 35, T.llN., R.57E., M.D.B.&M.,
Nye County. The well will be 1750' from the north line and 1750' from the west
line. The elevation is 4994' and the proposed depth is 4000'.
Permit Number 5ll, API Number 27-023-05395, for the Munson Ranch #14-22
well to Makoil, Inc., 2375 E. Tropicana, Suite 126, Las Vegas, Nevada 89ll9,
(702) 739-9688. The well will be located in the SE~ NW~, Seciton 14, T.9N.,
R.56E., M.D.B.&M., Nye County. The well will be 1560' from the north line and
1980' from the west line. The elevation is 4 7 88' and the proposed depth is 5000'.
These permits were issued on March 25, 1988.
CORRECTION NOTICE
On March 2, 1988, an oil and gas permit notice was sent out containing information
on Permit #509, which was issued to Ruby Drilling Company. The notice indicated the
well name was the Federal #l-36. Please change your records to indicate the well name
as the Federal 41'36-1 • Thank you.
0-3738
RICHARD L. REYBURN
Director
STATE OF NEVADA
RICHARD H . BRYAN
Governor
DEPARTMENT OF MINERALS
400 W. King Street, Suite 106
Carson City, Nevada
89710
(702) 885-5050
March 25, 1988
Eugene C. Kozlowski
President
Makoil, Inc.
2375 East Tropicana, Suite 126
Las Vegas, Nevada 89ll9
Re: Permit #5ll, Munson Ranch #14-22
With this letter, I am sending the original permit for Makoil, Inc.'s
Munson Ranch #14-22 well, Permit Number 5ll, in Nye County, Nevada. This
permit expires on March 25, 1990.
During drilling, upon completion of the well, and during production (if
applicable), submission of certain forms and other actions are required as
described in the Nevada Regulations and Rules of Practice and Procedure.
Most of these requirements are summarized in the enclosed permit conditions.
For your use and information, copies of the necessary forms are enclosed.
Thank you for your continued cooperation.
.,..··
RLR/kl
Enclosures
cc: Nevada Bureau of Mines and Geology
0 -3738
~T,.
lF'· ~.~.;.. c- ~. ~ ·r --. \} {;u.y
MAKOIL
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MAR 1 'I 1988
DEPT OF MINERAlS
Mar ch 11, 1988
Depar tment of Minerals
400 W. King Street
Suite 106
Cars on City, NV 89710
ATTN:
Richard Reyburn
Dear Sir,
Attached you will find an ''Application for Permit
to Drill'' Munson Ranch #14-2 2 accompanied with a
$50.0 0 check for the permit fee.
We anticipate moving a drilling rig onto the
well site at the beginning of June 1988 . This will
be classed as a Developement Well of fsetting Muns on
Ran ch #1.4 - 32 .
If there are any questi.ons co ncerning this proposal please contact me at y our co nvenience.
Sincerely,
--0
_,
. j~
.- -.-
Gregg~loWi
Consultant
MAKOIL INC.
2375 E. Tropicana, Suite 126 • Las Vegas, Nevada 89119 • 714/ 828-8330 • 7021739-9688
MAKOIL, INC.
Munson Ranch 4#'14-22
SE~ NW~, Section 14, T.9N., R.56E.
Nye County, Nevada
. 1.
In accordance. with the Nevada \'<'ell spacing requirements, this well is permitted
as an
oil and gas well
2.
The surface casing and blow out protection equipment must ·be:installed .and .:used
in accordance with good oil field practice .
. ·· 3.
4.
Two copies of all logs, including mud logs, should be submitted v,rithin a \'teek
"of their preparation.
Form 4 - Sundry Notice and Report- should be used to inform the Department about the
various well operations in progress. Notice of the activities listed in Section 706
including \'fell abandonment must be given in advance on Form 4 to obtain the Department's approval. Oral permission in advance does not relieve the operator of the
\'lritten notice requirement. U.S . Geological Survey Form 9-311 may be submitted in
lieu of Form 4. Please submit 3 copies of all sundry notices.
5. ·Form 5 - \.fell Completion Report- must be submitted l'tithin 30 days after the well is
completed.
6.
Cuttings collected at 10-foot intervals-should be cleaned, dried, and sent pre-paid
to the Nevada Bureau of Mines and Geology, University.of Nevada ·Reno, Rerio; Nevada
89507, Attn: Larry Gar.s.ide. Please note that these cutti!lgs are not to be sent
to the Nevada Department of Minerals. The cuttings are due the . same time as the
Well . Completion Report.
·
7.
Confidentiality- All logs, cuttings, and reports, except for the Applicati·on for
Permit to Drill, will be held confi de nti al upon prior request, for a period ending
six mon t hs a fter the .Hell ·:Completion Re port is . due.
8.
The ope r ator shall comply with all t he requirements set forth in the Regulations
and Rules of Practice and Procedure of the Department of Minerals.and with the
·app li ca ble rules and regulations of other local~ state, and . federal agencies.
STATE OF NEVADA
Las Vegas Branch
4220 S . Maryland Pkwy.
Suite 304
Las Vegas . Nevada 89119
(702) 486· 7250
Fax (702) 486-7252
DEPARTMENT OF MINERALS
400 W. King Street, Suite 106
Carson City, Nevada
89710
(702) 687-5050
Fax (702) 687-3957
BOB MILLER
Governor
Eugene C. Kozlowski
President
Makoil, Inc.
2450 Chandler, Suite 1
Las Vegas, NV 89120
Re:
RUSSELL A. FIELDS
Executive Director
October 29, 1990
Permit #511, Munson Ranch #14-22
Dear Mr. Kozlowski:
The purpose of this letter is to notify Makoil, Inc. that Permit
Number 511, for the Munson Ranch #14-22 in Nye County, expired on March
25, 1990, and is no longer valid.
Should Makoil, Inc. desire to drill at this location at a later
date, a new Application for Permit to Drill will have to be filed with
our office, and a new Permit to Drill issued, prior to commencing any
well operations.
Should you have any questions regarding the expiration of the
above-listed permit, please feel free to contact this office at your
convenience.
Sincerely,
/?
.
~/d/-zJ~
Russell A. Fields
RAF:kl
cc:
Nevada Bureau of Mines and Geology
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MULT I -POINT SURFACE USE PLAN
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The proposed we l l s it e is ~ho wn in Ex hibi t A, t h e well
~;ut-v<::~y pl .:•,t.
H.
The- c J u~A.:·:c:>t. t:.c:n·n·l i·::; Ctu'r ·i:tr·,t, 1\lc•v<·,\d.:·,l, <:E:; ~;ho~·Jn in E:-:hibi
e l t. h c· v i c :l 1"1 i t y in .:::.. p •
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6 1~2./ ;n:i.] c·::; +1'·nrn Ct.<!··· r·-::tnt. .
The j::J 1 Et r··, n t:~d -~\C: c: <:'~;~:; r- Col..t t. P :i <:; ·:,; h ot.·Wt on E;-: hi bit B.
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N/A
The t··"lt.u E> c:or··, f.: ,,,,_r-·, c 1···, :!:! 1 '-1· -·-<.,~ ~.2 ~·J e 1 1 i ~"· i::l cl t·? \/ e J. o r.J !"it t:: n t l·J C' 1 1 •
All existing ro ads , in c luding the exis ting access road,
are show n on Exhibit B.
The F:~ >! i !;:; t :i. rlCJ r· OEtd ~,; <7•.i·- C: I I. t. i J. i ;.: E?d r · E•<J U 1 ar- 1 y for- C Ut"- 1'"" E'f1 t
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E'L.J:tUf:.!f.Jl_.f)!;~:~ t~i::i~~L.BCJf:EfJ.
2.
An ad ditional access ~o a d Ni ll be c:onstructecl to connect th e
Munson Ranch #14-22 J.ocatior1 with the exis ting access ~oad.
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B.
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There are no water wells within one mile .
There are 4 producing wells within one mile .
Th ere are 2 aban doned wells within one mile .
One drill
si te was abandoned before i t was ever drilled.
There are no temporarily abandoned wells within one
Th e re are no shut - in wells within one mile .
Th ere are no injection wells within one mile .
There is no well being recomplet.ed within a one-mile
radius.
No other we lls are active l y drilling within
one mile.
L.QGiliD~iLL.. nr:~._f);JxL:c..rx~u:J .... Df:~.J2.l.Qt:.~ __ r:cmemJJ~J.L.f.".f.:)_c I.L.,_LLL.~~-
A.
The following oil pr oduc tion -facilities a re locat ed
outside of a mile radius of the proposed well.
See
Exhibit D.
L
A tank battery is located 1.1 miles
I.~~\.f.:·!_l::: ___ D..~~~.:tJ_t;>L_:i,_q.s,?_:
to thE· ~::;ou·tht-:-:• <::t<:ot in the NW 1/4 BE 1/4 of S ec tion 13,
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6.
At the tank batt~ry site
and emergency sump.
tr~ater
lo catod a
(Li. L.... L.Lq.\'J..l...:i,,r:~,t.:~_§_:
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If
b,::\ttF' I'"'Y <.:CH1~5ists of one
b;:u-- r·c·l t ;::;nk~;, one 2000 b <~H'Tel,
~:; k :i.ro t.=:tnk.
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T'l ..,f:,. o i 1 +1 OI·J 1 i ne ·f I'" om t t :e
\•Je J. 1 c:: ,::tr r· i c. ~:; t h c: un sep c:1r- c:: ted
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Bee ,"_'tt l ~:;C':.' t h t.:' rw op USE·d -f 1 m ·J1 i n£~ l.-'JOU 1 cl con11<-.'?Ct l·Jit.h thE.' c:;-:i~3ting +J.cH·JJ.:ine -for thE.' t1ur-:son
Ranch #14-23 well, the ex i sting t~nk battery and
ot h C'.:Ot"' p ,... od UL t i Cil'"i f E'lC i ], i t. i f:?~S .:'::l t t ,. .,E.· t'! UI ') ~:;;on r.:::c1ri c I'\
13-33 well site would be used.
2.
Ql~l.'§..LL~~=
·rJ-·:f? on~:; i t <:~ pr- uc:l uc t :ion +ac i 1 i t i es I•J i 1 l be
cunstructL'd on t.he gravel fill of the drill pad as
shown in Exhibit F.
The new surface oil flowline
will connect with the existing flowline at #14-23
by running a new flowline along the existing road
to 14-2:;:~.
3.
The 175 foot by 250 font drill pad will be used
for the production facilities.
Any upgrades required will be in accordance with BLM specifications.
Construction materials would be obtained
from a BLM approved source .
4.
The reserve pit will be reclaimed as described in
the reclamation sect ion below.
!:-:.Q.f~f.LLLPN
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The water supply is a water well owned by Apache Co locate<J
the SE 1/4 o-f SW 1/4 of Section 23, R9N, T56E, MDB&M.
The water haul truck will utilize the access route shown
in Exhibit B-2.
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A.
B.
C.
7•
Due to t h e
b e r e q u ir·e d
The·: <.:.w .::\v<~ l
Gr ave l will
in g access
l o w bea ~ i ng ca p a city of the s oil, gr a v e l wil l
for th e l ocat i o n.
~·Jill
br: u b t,:.~ :i. n c:•d ·fr-om <::<. BL.M a ppr~ ov e d ~s our- c e-:? .
be t ra n s p or t e d to the s ite along the exi s t r oa d as s h o wn in Exhibit B.
tt~JJJQJ2~?.... . .I::.QG_..J::!f)I."JDJ:c. IJJJj;____~:~f~i}I. 1~... ..I~ . •1•.-~i.!:::!:l.~if,!:::.
J. 1 b E:· h u r .. i e d i n t:. h f2 t-· E? ~::; E· r- v f2 p i t: .
b (·:~· c: o n !:i t x U.C: 1.: f.·?d \•J F~~s t o f t h <::- r-- t?~> E~ r-· V t:-?
(hce E;< !i :i.h it C).
I t 1'-.l:i. ll bE:? c:o r·, ~:.; t:.r-u c t. E::· d I·Jith
c:. u ·L t i n g ~;
A•
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B.
n t. I'",:\ ~:;h
C.
Du
E.
pi. t
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p i t:. .
s to e p s ides an d ex t en d at l eas t s ix fee t into s olid
un di s tur be d ma t e ri a l.
Aft e r drilling i s compl e t e d,
th e was t e ma teri a l will be compacted and buri e d under
a mi ni mu m o f two f ee t o f co mp ac ted s oil.
Dr ill ing f l u id s wi ll b e ha ndl e d in t h e r ese rve pit.
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~:;u r . , t h e
t.c··;;; t t: .:::,nk i~:; n ut Et\/D. il a blE', th e fluid f.:; p roduccrJ
vJo uld bE·! h <:trH:i l e cl .i. n t h E? r·-· c~~o £·? r··v (~ pit.
Any ~; pill '.:;, oi l,
gas, sa lt wate r s, o r nox i o u s fluid s will be cl ea ned up
an d d i sposed of in t h e reserve pit or oth e r loc a tion
app r ove d hy t h e BLM.
If th e we ll i s producti v e, pro d uc e d wa t o r will b e d isp o se d onsite for 30 days o nly,
or 90 d a y s wi t h p e rmi ss ion of the BLM.
Application will
b e ma de to the BLM wi t hin that time frame for approval
of the p er ma n e nt di sp o sa l meth o d.
A p or t a bl e c h e mic a l toil e t will be inst a lled onsite for
h a n d ling of hum a n was t e .
S e wage will be haul e d aw a y
a nd di s posed of a ccording to BLM specifications.
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8.
e!liG.ILL£!B.::LE.:.BfLLLJ.I.1.!~~..!2.
No cam p or a ir s trip will
9.
i'.JELL,_~?. . LIE
A.
B.
C.
1 0.
be r e quired .
~~~f:!.YQ!)_I
Th E· dr. ill p a d l.::ty o ut: is f::; ho~·Jn as E :-:1 -,ibit E.
Cuts c:l nd
f i l l s are indicated on the Drill Pad Layout and the
c orr es p o nding cro ss-sec tions ( Exhibit F).
E xhibit C i s a dia g r a m of the rig and equipment, mud
t a nk s , wa t e r t a nk, r eser ve pit, trash a nd burn pit,
pipe r a cks, access road, turnaround area, parking,
t ra il ers for th e g e ologi s t and drilling s upervi s or ,
,;·, n d ~; o :i. 1 rn a t e.~ r .. i ,:\ l ~:; t u c !:: pi l E'~3 ..
Th e reserv e pit will not b e lin e d.
PL.})_i\I~:J...... E~LI=< PI:~_~}.I.Ql3.!.) T~l_Q!.~
A.
Wh e n dr i lling i s
c o mpl e t e d,
4
the re s erve pit will
be
.....
B.
C.
D.
1l •
a ll owed t o dry, backfilled, and l eve led.
Was te mat~rials i n the tr as h pit will be co mp acte d
a nd covered with at least two f eet of compacted so il
af ter drilling is completed.
The store d topsoil will be spread over the restored
areas.
No r~vegetation program is pl a nned due to lhe
adverse cond iti o n s for suc c ess ful rev ege tation.
(~,11
cqu.iprnc1 nt t·1 ot t'"·c· quit-c· d fc)t- pr·oduction, if pr·o·duc t io n is obtaine d, will b e r emoved from the site.
Ot.hL·t·· c lr.:!El r·: up ~·Ji ll h E' don e· c:\S l'lF:oclcd.
Q.I tJsE. . J!::!EQF:J~tC:,J..J...P.t~
A.
The T·,.·d p bp t'. il·,cJ ~-' <:l i' .. L:d of F::-::lilt,.· o<::td Vc::l l1£''Y i s a flat
pl a ya.
The valley is bounded on the eas t by the Quinn
Ca rlyon, r:J r;:;-lnt, 1-lc:,r·r:;r:;! , an c:l l'Jhitf.-? F'in e OJou ntr.1in rangE!S
vlhC.' I'"Q ma:d.:nurn c:lc::·\.;;,~tio n o·f
11..,:':':'913 feet i s; attainE?d <).t
Tr·· u·/ F'c! E! I=: :i.n tt·,c.: Gt'·;::l r,t f~<::tnqE:> .
·rl·lf.-? vJ es tE·t· n boundary is
-f or.. ,nc:~d by \·:. h c~ F' ;::u·, c ,':..\ k C·2 F(,:,u ·, fJ c~ ., ~·1h (·~·r· €~ rn ,:'l>: i mum e 1 t~v ,:::1t. i on
of 9,240 f ee t is fou nd a t Portuge se Mountain.
E l evations in th e val le y are approx imately 4700 to 4800
f
QE'~t .
Se~sonal
drainage l owa rd s th e center of the basin
flows across the s ite from the north wes t. to the s outh eas t.
Th e soi l is a si lty clay and highly alkaline.
Ave r age annual rai nfall is less than eight inches a
year .
Flora pre se nt on the site include greasewood, arrowcane, d eser t sa ltgra ss , a nd other s pecies from the
Alkali Flat/Salt Lake and Semi-Desert Scrub Communities.
Railroad Valley is an antelope range.
Evidence of coyotes and fox has also been observed near
the propo se d site.
B.
The primary s urface use of this BLM administered land
is grazing.
A livestock corra l is located about 1/4
mile south of the proposed wellsite .
(~.
The Munson Ranch #14-22 well is at the northern edge of
the Trap Spring oil field, which has been producing
since 1976.
D.
A com plete a rcha e ological, historical, and cultural t-esource study was conducted by Retrospect Reasearch
Associ ates .
l'heir complete report is attached as
Exhibit G.
E.
Drilling is planned for early June 1988.
The
we ll s hould reach its total depth within 14 days after
drilling commences .
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Las Vegas , NV
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t:. h c~ p ,,. o p o~:; c~ d d r · i 1 1 !:-:; i t e .:m d a c c f.?~. ~:;
l. h c' t I ;::, m f . u:d 1 i d l"' VJ i ·i.. t··, th e c oncli t:i o n "" ~t-J!···,i c h p l"·c ~ s -··
! ,r::,· t- t.~ l.i y
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t.i "Dt: t or·c:.
rn <:c.dc-: :•. in th .L!''- plan ar· e,
to
o f my k no wl e dg e , tru o a nd correct; and, that the
i n
cortc.litiun~:;
O !~J(,~ i·· <:i t
i o n s pr· opo s.:::: d hc•r E·: i n v-Ji 11 bf.::
:i. t ~; c: on 1.T ac: tot-· !::; c,, nd s ubconi.. h is:; oL::n1 i:'< nd th e.: t: e 1~ m ~:; a nd
a 1·, cl
C:Dtl ·f or:rti.ty l·Jil.:h
u t·:d c J·- ~·J J ·, ic. l .., i t :i. ~,:; ap pr ·;;Vf:.,·d .
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Exhibit "A" Well
T. 9 N., R. SC; E., M.D. B.!- M.
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-----~----MuNsoN RANC.H
UNIT \4-'l.'Z
I E.LEV. 478'7. 7
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BASIS OF 6eA&:z..INGS
B>'(
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1, Rtc~ARD W. FoRMAN
l-IEREP->Y C~RTI~Y T\o4AT TI-l\~
Pl-AT I~ A "TRUE: AND ACCURATE
MAP OF A SURVEY MADE' UNDER
MY $UPERVISION AND t:m~ EC.TIO N
0 N i~t:, 2.'2. NO DAY OF' OeTO E?.E.i~,
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Exhibit "G "
ARCHAEOLOGIST ' S REPORT
1
AN ARCHAEOLOGlCAL SURVEY of
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FIVE OIL WELL LOCATIONS in the
TRAP SPRING FIELD, RAILROAD VALLEY,
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NYE COUNTY, NEVADA
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Cultural Resources Report 06-1077(P)
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January 2, 1988
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De partme nt of Interior/Nevada BLM
Cultural Resources Use Permit N-41232
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Submitted To:
Makoil, Inc.
2375 E. Tropicana
suite 126
Las Vegas, Nevada
89119
and
U.S. Bureau of Land Management
Tonopah Resource Area Office
P.O. Box 911
Tonopah, Nevada 89849
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Submitted by:
• Price
pect Research Associates
Office Box 1071
Nevada 89301
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TABLE of CONTENTS
1
Abstract . . . . . . . . . . . . . . . . . . . . . · . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
Summary of Coverage
. . . . . . . . . . . .. .. .. . . . . . • . . . . . . . . . . . . . . . .
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Project Title . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
]
Project Description
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. •••. . . •. •••. . . . . •. . • 3
Purpose of Survey . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Project Personnel .....
•••. •. . •. •. . . . . . . . . . . . • 3
Cultural Resources Use Permit •••••.•••.....•...••....•.... 3
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Administrative Units
. . . . . . . . . . . . . ••. . . . . . . . 3
Agency Notification .
• • 1• • • • • • • • . • • • • • . • • • • • 3
Dates of Field Examination . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Date of Report
. . •. ••. . ••. •. •. . . •. . . . . . •. ••. . . . 3
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Map Reference ....
. . . . . . . . . . . . . . . . . . . . . 3
Legal Description .•..•
. . . . . . . . . . . . . . . . . . . . . . . 4
Area and Environmental Setting •.••••••••.••.••••••••...••. 4
Review of Existing Information
Ethnography
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Archaeology
.,.
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. . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . .
. . . .. . . . . . . . . . . . . . . . . . . .
History . . . . . . . . . . . . . .
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5
. . . . . . . . . . . . . . . . . 5
. ........................... 6
National Register Review
. . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Documents Review •...
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
BLM
Methods . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Summary of Coverage .•....•..
.-· . . . . . . . . . . . . . . . . . . . . . . . . . . . .
7
Results and Recommendations •...•............•....•.....•.. 7
References Cited . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Cultural Resources Report 06-1077(P}
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ABSTRACT
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In November and December, 1987, the author conducted an
archaeological survey in the Trap Spring oilfield in
Railroad Valley, Nye County, Nevada. The work was conducted
on behalf of Makoil , Inc., who planned ·the development of
five addit ional wells in its Munson Ranch Unit. One
previously recorded site, 26-Ny-624 (CRNv-6-220), was found
to fall within the boundaries of three of the five proposed
wells .
Following consultation with Makoil field personnel,
the layouts of these wells were adjusted to avoid impacting
major features of the site. One previously unrecorded
archaeological site was also discovered during the survey .
This site was recorded on standard IMACS site forms, and no
other impact mitigation was recommended.
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Summary of Coverage
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Pad Area:
5 @ 650' (200m) x 650' (200m)=
9.7 acres (3.9 hectares) each
Length of Access:
2500' (760m) x 60' (20m)=
3.4 acres (1.4 hectares)
Total Area
Inspecte~:
Transect Intervalj#/Type:
51.9 acres (21.0 hectares)
well pads - 20m/10/linear
access rt - 10rn/2/linear
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Cultural Resources Repo r t 06-1077(P)
Pr oject Title: An archaeological survey of five oil well
locations in the Trap Spring field in Railroad Valley, Nye
County, Nevada.
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Project Description: Makoil, Inc., proposed to drill five
new oil wells in the Munson Ranch Unit of the Trap Spring
oilfield, in northeastern Nye County, Nevada. At the
request of Mr. Gregg Kozlowski, Consultant for Makoil, the
author conducted an archaeological survey of the proposed
well locations, located in west-central Railroad Valley
north of U.S. Highway 6.
Purpose of Survey: The archaeological survey was conducted
in order to identify and record any cultural resources which
might be affected by the project .
Based on the results of
the survey, recommendations for the mitigation of potential
adverse impacts to cultural resources are presented herein.
This is in accordance with the National Historic
Preservation Act of 1966, as amended, and the procedures of
the Advisory Council on Historic Preservation, as outlined
in the Code of Federal Regulations, Chapter 36, Part 800.
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Project Personnel: Barry A. Price, Principal Investigator
and Field Supervisor
Mary Kirkeby, Field Technician ·
Cultural Resources Use Permit:
N-41232, exp. 9/89
Administrative Units : Battle Mountain District, Tonopah
Resource Area, Blue Eagle Planning Unit, Nye County, Nevada
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Agency Notification: Prior to commencement of fieldwork,
Ms. Margaret Waski, Archaeologist at the Tonopah Area Office
of the BLM , was consulted regarding the impending project.
The Area Office was visited on October 22, 1987, at which
time a Field Authorization Request was filed (District
Control No . 6-1077), and a review of the Area site files was
conducted. During the course of the project Ms. Waski was
periodically consulted regarding the progress of the work,
and upon completion of fieldwork Ms. Waski was again
contacted and notified of the survey results and
recommendations .
Dates of Field Examination:
Date of Report:
Map Reference:
November 10 & December 10, 1987
January 2, 1988
Lund, Nevada, 1:250,000 (AMS 1956 rev.1970)
Duckwater, Nevada , 30' series (USDI 1977)
Blue Eagle Springs, NV, 15' quad (USGS 1964)
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Cultural Resources Report 06-1077(P )
Legal Description: The project is located on surveyed lands
administered by the Bureau of Land Management. The legal
descriptions below are based on field · maps provided by
Makoil prior to the commencement of fieldwork. They may
vary slightly from the final maps provided at the conclusion
of the project.
4/4/4 Section
Location
Township/Range
Munson Ranch #14-22
SE/NW
T.9N, R.56E
(1650' FNL, 1980 I FWL)
Munson Ranch #14-31
CT/NW/NE
T. 9N R.56E
(660' FNL, 1980 1 FEL)
14
Munson Ranch #14-34x
SW/SW/SE
T. 9N R.56E
2310'
FEL)
(430' FSL,
14
Munson Ranch #14-41
T.9N
SW/NE/NE
R.56E
FNL, 990 1 FEL)
14
(890
Munson Ranch #14-44
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SE/SE
T. 9N R.56E
(660' FSL, 990 1 FEL)
14
14
Area and Environmental Setting: The project area is located
approximately 13 air miles southwest of the town of Currant,
in the northern Railroad Valley drainage basin of the
central Nevada hydrographic region. Railroad Valley is a
northeast/southwest-trending bolson roughly 150 miles long
and 15 miles wide. It is bounded on the east by the Grant
Range, which reaches a maximum elevation of 11,298' at Troy
Peak, and on the west by the somewhat lower Pancake Range.
Access to the area is via u.s. Highway 6 and several gravel
roads maintained by the oil company. Several haul and drill
roads connect the many operating wells in the vicinity.
The Trap Spring oilfield lies in the north-central part of
the valley, where a series of alluvial lake plains descend
toward a small playa formed by pluvial Lake Railroad (Miflin
and Wheat 1979). The two plains are separated by a narrow
(appx. 100-200 meter wide) strip of sand dunes formed during
and after recession of the lake. Other pluvial lake-related
features in the vicinity include wave-cut terraces and
gravel bars formed by wave action and near-shore currents
(Elston, Davis, and Clerico 1979) .
Well locations 14-34x and 14-44 were located on the lower
plain, on a light tan, compact alluvial silt with little or
no rock or gravel. Several shallow braided runoff channel s
crossed this area; these had overflown, partially inundating
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Cultural Resources Report 06-1077(P
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the well locations at the time of the initial survey.
Saltgrass was the dominant vegetation in this area , with
rabbitbrush, thistle, arrowcane, wild rye, greasewood, and
other grasses present in lesser quantities .
Locations 14-22, 14-31, and 14-41 were placed at a slightly
higher elevation, in the dunes and upper plain in the
immediate vicinity of Trap Spring. The upper plain had
compacted sand and silt, and a high gravel content.
Greasewood and shadscale dominated the vegetation in this
area . Fauna and faunal indicators observed included
domestic cattle, jackrabbit, badger, coyote , bobcat, and a
variety of raptors and other birds and insects.
Review of Existing Information-Ethnography: The project
area is situated in the traditional ethnographic territory
of the Western Shoshoni. steward (1938) reported an
ethnographic population of 250 for Railroad Valley, or one
person for each nine square miles. Shoshoni occupation was
focused along the series of spring mound complexes at the
edge of the valley, but people from these villages travelled
throughout the surrounding mountains a·n d valleys to gather
seeds and pine nuts, hunt rabbit , deer, and antelope, and
collect other resources . Steward reported major Shoshoni
settlements at Duckwater, currant, Blue Eagle Springs, and
Nyala. At present Duckwater, 15 miles north of the project ,
is a Shoshoni Indian Reservation.
Archaeology: Evidence of pre-Shoshoni occupation is also
found in the area, primarily on the dunes and beach terraces
marking the receding shoreline of ancient Lake Railroad.
Particularly well-represented are sites of the Western
Pluvial Lakes Tradition (WPLT), a widespread latePleistocene/early-Holocene adaptation. WPLT tool
assemblages from other locations in Railroad Valley include
large bifacial knives, stemmed and concave based projectile
points, crescents , gravers, punches, choppers, and a variety
of unifacial and bifacial scrapers with steep, well-formed
edges (Price and Johnston 1986; Zancanella 1987).
Paleoindian adaptations gave way to Archaic hunting and
gathering traditions around 8,000 years ago. Archaic
adaptation featured a reliance on a wider variety of
resources, including processed and stored seeds, and a more
complex settlement pattern with a wider variety of site
types (Elston 1982). Projectile points types, milling
tools, and ceramics indicate a sequence of cultural
development and change for the area which follows the
general Great Basin pattern, with local variations dictated
by local environmental and social conditions.
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Cultura l Re s ource s Report
06-1 077(P)
Hi s tory: Railroad Valley may have been discovered by
Europeans as early as 1827, when Jedediah Smith led a small
party of fur trappers on a return trip from southern
California to Salt Lake. Although Smith's route has not
been defined precisely, he is believed to have followed the
approximate path of modern Highway 6 1 crossing the Pancake
Range and northern Railroad Valley in the vicinity of the
project area (Morgan 1953; Vlasich 1981) • .
White settl e ment began in 1867, when miners from Austin,
Nevada, discovered silver ore in the Grant Range. The town
of Troy was laid out, and a twenty-stamp mill was operated ·
until 1871 (Angel 1881). In the valley itself, livestock
ranching was the only feasible economic pursuit until oil
e xploration b e gan.
In 1954 the Eagle Springs Oilfield began
operation, b e coming the first productive oil development in
the state (Elliott 1973). The Trap Spring field began
production in 1976, and has produced more than seven million
b a rrels of oil (NDM 1987).
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National Re gister Re view: No properties currently listed
on or nomina ted to the National Register of Historic Places
(USDI 1979-1987) are located in the immediate vicinity of
the current project. The nearest known site considered to
be eligible for the Register is 26-Ny-1908, the Railroad
Valley Gravel Bar site, which is located 1.5 - 2 miles
southest of Trap Spring (Elston, Davis, and Clerico 1979).
This site will not be effected by the current project.
BLM Documents Review: A review of the Area site files and
basemaps revealed that several cultural resources surveys
have been conducted in and around the Trap Spring field in
association with the oil developments there . These surveys
have resulted in the recording of numerous archaeological
sites ranging from isolated tools and debris to large and
complex habitation loci. Surveys in Section 14 in the
immediate vicinity of the current project include Nevada
State Museum 1978, Toll 1981, Stornetta 1983, and Schock
1984a, b.
The archaeological site at Trap Spring, 26-Ny-624 (CRNv-06220), was first recorded in 1976. The site is a complex
association of features including hearths and fire-cracked
rock concentrations, very dense lithic tools and debitage
(several hundred piecesjsqm), millingstones, ceramics, bone,
charcoal, and other elements indicative of a long-term
settlement. Based on the presence of late-sequence
projectile points and Intermountain brownware ceramics, the
site was assigned to the Blue Eagle and Clifford phases, ca.
300 B.C. to A.D. 1863 (McGonagle and Waski 1978). Originally
recorded as covering appx. 300x150 meters immediately south
of the spring, subsequent visits to the site have resulted
in the discovery of additional materials which have
substantially expanded the site boundaries.
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Cultura l Re s ources Report 0 6- 1077{P)
Methods: Prior to commencement of fieldwork, Ms. Margaret
Waski was contacted at the BLM Tonopah Area Office regarding
the nature and extent of known archaeological sites and
projects in the area. The Area Office was visited on
October 22, 1987, at which time a Field Authorization
Request was filed (District Control No. 6-1077), and a
review of the Area site files was conducted.
On-site ins p e ction of the five well locations was conducted
on November 10, 1987. At each location, the proposed well
site had b e en marked with stakes and flagging defining a
400' x 400' s quare. Two of the locations also required
construction of small stretches of new access road. Along
the acce ss routes, a 20 meter wide corridor was inspected by
a pair of line ar transects spaced at 10 meter intervals; at
the well locations, a series of ten 200 meter long parallel
linear transects were walked at 20 meter intervals. In this
manner, an area of about 650' x 650' (200 x 200 meters) was
inspe cted at e ach location according to Class III standards
a s outline d in the BLM General Guidelines {1985). When
cultural ma t e rials were encountered, the survey area was
exp a nded to d e termine the actual areal exent of the deposit.
The techniques used in this survey were such that all
cultural resources in the project area should have been
discovered. There is, however, a remote possibility that
additional archaeological materials could be uncovered
during the course of project development.
If such materials
are discovered, construction activities in the vicinity of
the finds should be halted immediately, and the Battle
Mountain District Manager of the BLM should be notified.
Summary of Coverage
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Pad Area:
5 @ 650' {200m) x 650' {200m)=
9.7 acres (3.9 hectares) each
Length of Access:
2500' (760m) x 60' {20m)=
3.4 acres (1.4 hectares)
Total Area Inspected:
51.9 acres {21.0 hectares)
Transect Interval/#/Type:
well pads - 20m/10/linear
access rt - 10m/2/linear
Results and Recommendations: One previously unrecorded
prehistoric archaeological site was discovered during the
course of the survey. Pending assignment of a permanent
site designation, the site has been given the temporary
number RRA87-88-1. The site is a variable density scatter
of 50-100 flakes of chalcedony, chert, quartzite, and other
material in two concentrations covering an area of 50x75
meters at the tip of a low {2 meter tall) gravel bar in the
7
1
Cultura l Resource s Re port 06- 1 077(P}
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southeast corner of the 14-34x well location. A single
utilized flake was the only tool observed, and there was no
apparent depth to the deposit. Since the well pad will
cover an area of not more than 250'x250 ', it will not impact
the site directly.
Because the site did not appear to meet
National Register standards, no impact mitigation beyond
site recordation was recommended .
Material associated with the Trap Spring site, 26-Ny-624
(CRNv-6-220), was found to fall within the boundaries of the
14-22, 14-31, and 14-41 well locations .
It appears that the
cultural material on these locations is part of one
extensive archaeological site covering several hundred
acres. The site lies primarily in the strip of dunes
separating the two descending terraces described on page 5
' above. The dunes trend from southwest to northeast acros s
the three locations, along the 4780 ' contour as shown on the
Blue Eagle Springs 15 minute quadrangle (USGS 1964 , Maps 2
and 3).
Dense lithic debris , hearths, burned bone, and other
significant features were observed in the dunes on the
eastern third of the 14-22 location, and along the proposed
access route between the location and the existing road.
Most material was located in a blowout/depression near the
southwest corner, where a highly eroded millingstone , ·
Intermountain brownware ceramics , and a thin , well-made
chert projectile point tip were observed .
Similar materials were also observed eroding from the dunes
just west of the existing road at the south end of the 14-31
location. On the 14-31 location itself only about a dozen
flakes were observed , primarily in one concentration on a
low dune on the west side of the location.
A discontinuous scatter of secondary and tertiary flakes
covered most of the 14-41 location. Most material was
located on the southeast half of the location; it was fairly
dense (up to 15 piecesjsqm) in the stabilized dunes at and
just beyond the southern edge , becoming quite diffuse to the
north . No formed tools, hearths, or other features were
observed at this location.
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Because of the density of cultural material , variety of
tools , and the potential for stratified, datable deposits in
the dunes, the Trap Spring Site is considered to be
potentially eligible for inclusion in the National Register
of Historic Places .
It was therefore recommended that major
features at the site be avoided during development of the
current project . The 14-22 location was of particular
concern due to its proximity to the ma jor site features; the
8
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Cultural Resources Report 06-1077(P)
14-31 and 14-41 locations were of less concern because
debris was considerably less dense , surface features were
not present, and the potential for subsurface deposits was
low •
On December 10, 1987, the author visited the three
questionable locations with Al Drayton , Makoil's field
supervisor at Trap Spring. He indicated that the actual
' disturbance area for these wells would be less than the 400'
square staked by the surveyor, and that alignment of the
pads could be adjusted. At the 14-22 location , the site
boundary fell approximately 25 meters (80') east of the well
bore; the boundary was marked with flagging tape, and it was
agreed that the pad could be built to the west of the site
boundary. Rather than building a new access road, Makoil
agreed to follow an existing trail and a previously surveyed
seismograph line. The trail would be no more than 15' wide,
and all widening would go to the south , away from the dunes
and cultural material . Drayton agreed to supervise
construction crews personally to ensure that they do not
drive within the site boundary or create other secondary
impacts.
At the 14-31 and 14-41 locations , it was agreed that the
pads would be built on the northern portion of the flagged
400 1 square, thereby avoiding the majority of lithic debris.
Access to 14-41 would come off the 14-31 location rather
than the existing road .
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It should be noted that impacts to 26-Ny-624 have been
occurring since development of the Trap Spring oilfield
began (McGonagle 1978 ). Though the site may meet National
Register standards , continued development pressure may make
site preservation an infeasible alternative . While projects
such as the current one may manage t o avoid major impacts t o
the site , the cumulative result of on-going oil developments
in the area will be continued degradation of the
archaeological resource .
It would be to the benefit of both resource developers and ·
resource managers to undertake a cooperative effort t o
recover significant archaeological information before it is
permanently lost .
It is therefore recommended that Makoil ,
the BLM , and other companies involved in the area work
together to develop a management plan for the site . Such a
plan might include a research design and outline of
management objectives , as well as intensive survey of the
entire development unit , site mapping, and testing and
mitigative excavation. Such a plan would help to organize
and interpret piecemeal archaeological surveys such as the
current one , and once carried out , could eliminate the need
for additional studies.
9
.,.
_._
Refere nces Ci t e d:
"\
l
Angel, Myron
1881
Hi s tory of Nevada. Thompson and West Publi s hers,
Oa kland. Reprinted by Howell-North, Berkeley.
Bureau of Land Management
1985
Cultural Resources Survevs: General Guidelines.
Ne vada State Office, Reno.
_1
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Cultural Resources Repo r t 06-1077 {P )
]
]
Elliott, Russell R.
1973
Hi s tory of Nevada.
Lincoln.
University of Nebraska Press,
El s ton, Robert
1982
Good Times, Hard Times: Prehi s toric Culture Cha nge
in the Western Great Ba sin. In Madsen and
O'Connell, eds., Man and Environment in the Great
Ba sin, SAA Papers No. 2.
Elston, Robert, J.O. Davis, a nd R. Clerico
1979
26Ny1908: A La te Pleistoce ne Gr avel Ba r in
Railroad Valley, Ne vada. Unpublished ms. in
possession of the a uthor.
McGonagle, Roberta
1978
Memorandum: Compliance Check at CRNv-6-220, Trap
Spring. Letter on file at the Tonopah Area
Office, BLM.
McGonagle, Roberta, and Lynda Waski
1978
Archaeological Survey of Springs in the Tonopah
Resource Area. BLM · Technical Report 2, Reno.
Miflin, J.D., and M.M. Wheat
1979
Pluvial Lakes and Estimated Pluvial Climates of
Nevada. Nevada Bureau of Mines and Geology
Bulletin 94. Mackay School of Mines, Reno.
Morgan, Dale L.
.
1953
Jedediah Smith and the Opening of the West.
University of Nebraska Press, Lincoln.
Nevada Department of Minerals
1987
Cumulative Oil Production Statistics.
Nevada state Museum
1978
Archaeological Survey for Texaco Oil Wells and
Access Routes. CRR-06-173 on file at the Tonopa h
Area Office, BLM.
10
Cultural Resources Report 06-1077(P)
Price, Barry A., and Sarah E. Johnston
1986
Paleoindian Site Types and Settlement Patterns in
Eastern Nevada. Paper presented at the Great
Basin Anthropological Conference, Las Vegas.
l
l
Schock, Susan
1984a
Archaeological Survey of Three Well Locations in
Railroad Valley for Western Avenue Properties.
CRR-6-590 on file at the Tonopah Area Office, BLM.
1984b
I
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1
1
1
Archaeological Survey of Four Well Locations in
Railroad Valley. CRR-06-636 on file at the
Tonopah Area Office, BLM.
Stornetta, Susan
1983
The Archaeological Reconnaissance of Forty Acres
with One Proposed Well Pad and Access , Railroad
Valley. CRR-06-563 on file at the Tonopah Area
Office, BLM.
Steward, Julian
1938
Basin-Plateau Aboriginal Sociopolitical Groups.
Bureau of American Ethnology Bulletin 120.
Reprinted by the University of Utah Press, Salt
Lake city.
Toll, Susan
1981
Archaeological Reconnaissance of a Well Pad and
Access in Railroad Valley. Intermountain
Research, Silver City.
u.s.
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Department of Interior
1979-1987 Annual Listing of Historic Properties. Federal
Register 44(26), 45(54), 46(22), 47(22), 48(41),
49(26).
Vlasich, James A.
1981
History of the Elko and Ely Districts. In James,
S.R., ed., Prehistory, Ethnohistory, and History
of Eastern Nevada: A Cultural Resources Summary of
the Elko and Ely Districts. BLM Cultural
Resources Series No. 3.
Zancanella, John
1987
A Cultural Resources Inventory of Land Applied for
under the Desert Land Act and Carey Act in
Northern Railroad Valley. CRR-04-625(P) on file
at the Ely BLM District Office.
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ANTIQUITIES COf.IPUTER SYS TEM
Form approved for us e by
BLM - Uta h. Idaho, Nevada, Wyoming
Division of State His tory - Utah. Wyomi ng
USFS - l nt e r mount~i n Region
NPS - Utah , Wyommg
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16.
State
Project
ReportNo.
26-N_xState No.
Agency No.
3. Temp No.
RRA87-88-J
Nev a da
County
Nve
Makoj 1 \Vel L.u..#_,_
14_,_-_3-"-4"'-x'_,_,,,__,_R""R'""'A'""'8'-'-7_-=8=8_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __ __
6-lQJ~_(_p.)_ _
_ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
•t .
• 2.
Site Name
Mnry 's fj r""s....t~---------------------------Class
0: Prehistoric
0 Historic
0 Paleontologic
0 Ethnograpt1
Site Type
s mnlLlilhic.sc<.Ltt"'--...__----------,-------------- Elevation
4770
ft.
UTM Grid
Zone
618350
m E
4276925
mN
SH14_ of ~of _ __wSE.liL_of Section
14
T.
9N
R.
56E
Meridian
Mt .._llia b.Lll_ _ _ _ __ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Map Reference _ _nluc_Engle._5_J1LiJJgs, Nev, , 1:62,500 (USGS 1964)
Aer ial Photo
_---~------- --- _____
Location and Access
The sHe j s J O..uit.cl_Q_n the a1luvial plain in north-central
_ Rail.r on d_llallc.y.__f.r:om_curr.a nt, travel southwest on U,.5_._lligbway 6 + 13. 2_m_iJ~
_ _Ium__ti_ght and t u.l.Y..e.L.ru:u:.t.h_oJl a \o.'e] !-maintained grqvel road to the Munson
_ ]nnc h 14 - 34x well Jocatjon, The site is located + 150 meters east of the · roa~
_ _a Ltb_e_tip_ of a 1 ow ( + 2 me ter ta11) gravel bar in the southeast corner of the
___L~ re l oca tion.
'·
*17.
*18.
*19.
20.
Land Owner
Bur eau of Land Ma nagement
FederaiAdmin.Units
Forest
District Battle Mtn.
Nai'IPark
Planning Units {USFS only)
Site Description
Site c onsists of 50-100 flakes of orange chalcedony, white and
br own chert, quartzite, a11d other material in an area of ± 50x75 meters at
the northern tip of a 2 meter tall gravel bar. Some material extends north
onto the alluvial floodplain . No apparent depth or diagnostics. A single
utilized flake was the only observed tool. Site is variable density, with
one major and one minor concentration surrounded by a diffuse scatter.
• 21.
• 22.
Site Condition
Impact Agent(s)
[X Excellent {A)
erosion,
grnzing
,.
• 23.
Nat. Register Status
Justify
0 Significant (C)
X] Non-Significant (D)
small size. lack of diagnostics or depth
24.
25.
*26.
27.
0
Good {B)
0
Fair (C)
0
0
Poor(:
Unevaluated (USFS only) (
Photos
Recorded by
Survey Organization Retrospect Re search Assad ates
*28. Survey Date 11-10-87
Assisting Crew Members _----l:M.~.c:aur...,)y'--llK._~.i...Lr.nkJ:e:..uhl;)'y-----------------------Type of Inv e stig a tion:
Class III
*Encoded data items
tll.l ll(i
fS R-4 rD
Sl
Par t A- Environm ental Data
•
·29.
•30 .
]
Site
Geographic Unit -- ~ailr..oad_Y_alley_(no.r..t.hl
•32.
Topographic Location (check one under each heading)
PRIMARY POSITION
0 top/cresl/peak(A)
0 edge(B)
0 slope(C)
0 toe/loot/bottom/mouth(D)
0 saddle/pass(E)
Cl bench!ledge(F)
[1 nmrock(G)
xx interior(H)
PRIMARY LANDFORM
mountain spine(A)
hiii(B)
tableland/mesa(C)
ridge(D)
XXvalley(E)
0 plain(F)
U canyon(G)
i J island(H)
0
0
0
0
- -- RRA87-88-1
Slope __s_ornpl.e_x_ (Deg rees)
c o..!!lPJ~sp c ct (Degrees)
0
Direction/Dislance to Permanent Water _ 35.9_ _ _ Bearing (Degrees)
11
·Type of Water Source X"I Spring/Seep (A)
0 Stream/River (B)
0
Name of Water Source
Trap__SJrring
Distance to Nearest Other Water Source/Type
seasonal drainage on-site
•31.
l~ o . (s)
x 100 Meters
Lake (C)
•
0
Other (0)
SECONDARY POSITION .
0 top/crest/peak(A) ·
0 edge(B)
0 stope(C)
0 toe/loollbottom/mouth(O)
0 lnterior(G)
·
0 stcp(H)
0 riser(l)
0 patterned ground (N)
0 face(O)
0 saddle/pass(P)
SECONDARY LANDFORM
alluvial fan(A)
0 playa(M)
alcove/rock sheller(B)
0 port.geo .feature(N)
arroyo(C)
0 plain(O)
basin(D)
0 ridge/knoii(P)
cave(E)
0 slope(O)
:J clilf(F)
0 terrace/bench(R)
0 della(G)
0 talus slope(S)
; i detached monohth(H)
11 island(T)
1. 1 dune(!)
L1 outcrop(U)
0 floodplam(J}
G spring mound/bog(V)
0 ledge(K)
0 va lley(W)
0 mesa/butte(L)
0 cutbank(X)
0 riser(Y)
•
C
0
0
0
::J
xx multiple
,
•
interior of Railroad Valley; most material at the tip of a low &ravel '
---~bar~~~ge extending north onto the allu~JLJll~o~o~d~p~luaLiunL-____________
Describe
.33 .
On -site Depositional Context
0 fan(A)
0 tatus(B)
(J dune(C)
0 stream terrace(D)
f) playa(E)
0
0
0
0
0
C morra ine(J)
C flood plain(K)
oulcrop(O)
extinct lake(F)
extant lake(G)
alluvial plain(H)
colluvium(l)
0 marsh(l)
0 tandslide/slump(M)
0 della(N)
0
0
0
0
0
desert pavement(P)
stream bed(R)
aeolian($)
none(T)
residuai(U)
Description of Soil ~illllP.aG.t__silruLand_gravel on the bar; alluyj al silt and
34.
Vegetation
•a. Life Zone
·b.
0 Arctic-Aipine(A)
•35_
36.
0 Canadian( C)
ro · Primary On-Site
Community
Aspen(A)
Spruce·Fir(B)
Douglas Fir(C)
Alpine Tundra(O)
Ponderosa Pine(E)
Lodgepole Pine(F)
Describe
C Hudsonian(B)
Other/Mixed Con1fer(G)
Pinyon-Juniper Woodtand(H)
Wet Meadow(!)
Dry Meadow(J)
Oak-Maple Shrub(K)
Riparian(L)
0 Transitional( D)
ra -. Secondary On-Site
cla~
0 Upper'Sonoran(E)
I:X Lower Sonoran(F)
[I) - Surrounding
Grassland/Steppe(M)
Desert Lake Shore(N)
Shadscale Community(O)
Tall Sagebrush(P)
Low Sagebrush(O)
Barren(R)
the plain
Site
Marsh/Swamp(S)
Lake/ Reservoir(T)
Agriculturai(U)
Blackbrush(V)
Creosote Bush(Y)
~
•
•
•
0
greasewaad, rabbi tbrosh, sal tgrass, wj 1 d rye
Miscellaneous Text
Comments/Continuations/Location of Curated Materials and Records
List of Attachments:
0 Part B
0 Part C
0 Topo Map
0 Site Sketch
0 Phot"os
0 Artifact/Feature Sketch
,.'
0 . Oth
Continuation Sheets ·. .
er ...
···. · ..:. .·..· ·;··:,,·,.'';.·.·,
·..· ··~ ·..·
.. . -·. ·~ ·~>·t~ t:.--~ . :,· ·. :.·
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Part B - P1 ehistoric Sites
Site No.(s)
•
RRA87-88-1
1.
*2.
3.
• 4.
]
1
1
1 i.t.l:Jic -~c;at.~~ r. ···- -- -··----- --·-
Site Type
Culture
AFFILIATION
_unknow n
_fJ.\L_'ill_ _ __ m
___.N/.S__.l.S._. _ ______ m X
Site Dimensions
Surface Collection/ Method
DATING
AFFILIATION
DATING
XlXJ None (A)
0 Grab Sample (B)
3750
*Area
0
0
sq m
Designed Sample (C)
Complete Collection (D)
Sampling Method
• 5.
XfXl Surface (A)
Estimated Depth of Fill
0
20-100 em (C)
100 em + (D)
0
0
0-20 em (B)
Fill noted but unknown (E)
0
How Estimated
___yj.1i.llilul~---------------------------­
(lf tested, show location on site map.)
IXJ\ Unexcavated (C)
*6.
Excavation Status
Testing Method
• 7.
Summary of Artifacts and Debris
•
lTh Lithic Scatter (LS)
0 Isolated Artifact (lA)
0 Burned Stone (BS)
0 Ceramic Scatter (CS)
0 Organic Remains (VR)
0 Ground Stone (GS)
0 Basketry/Textiles (BT)
0 Shell (SL)
0 lithic Source(s)
Describe
__ ___ t..\~0 . .5.rll~ll_<;;QJ1~~n .tr.n.Li__Q.ns co_nne~t~il~_ diffuse seat ter: main
0
Excavated (A)
0
Tested (B)
___ -· ____ __ _
.c:oJJ_ce n..t...r.ati.Q.rL l...Qc.at.e..<l_a_L!:J:LE~-tip___o_f_a_l.o_\L.&.r_a_vel bar__(LLm_e ters tall):
~~~Qnda~y_coQ~ntratio~Jlt_lO flakes) 35-40 meters northeast across shallow
rlr.ai~ag~on alluvial floodplain
• 8.
Lithic Tools
TYPE
I
TYPE
I
__utilized flake
Describe
a single chert secondary flake showed uniform nibbling from use along
- - - -·------- - - - -
•g_
lithic Debitage- Estimated Total Quantity
Material Type
Flaking Stages
Decortication
10.
chert. cbalcedDrry.
1
(0) Not Present
Secondary
Maximum Density-H/sq m {alllithics)
·- ·-------·------- .. -- ····- -- - --- -- · --··- · ----
- - · - - - -·
0
0
None (A)
1-9 (B)
Quart~ite.
3
0
D
10-25 (C)
25-100 (D)
0
0
100-500 (E)
500 + (F)
and ctbers
( 1) Rare
Tertiary
2
(2) Common
Shatter
l
(3) Dominant
Core __j}
---=3:.___ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ __
Silo tio.(s)
RRA87-88-l
j
'·11.
;
Ceramic Artifacts
I
Describe
I
TYPE
TYPE
none obsc
,l
1
12.
.
Maximum Donslty·l/sq m (ceramics)
J
"13.
1
'
I
Non·Archltectural Features (IOC<!te on· site map)
0 Hearth/Fireplt (HE) 0 Rubble Mound (RM) 0 Earthen Mound (EM) 0
0 Stone Circle (SC)
0 Burial (BU)
0
0 Midden (MD)
0 Rock Alignment (RA) 0 Talus Pit (TP)
0
0 Depression (DE)
Describe
none ~r than lithic concentrations
Water Control (WC)
Petroglyph (PE)
Pictograph (PI)
I
,;
14.
Architectural Features (locate on site map)
I
MATERIAL
TYPE
Describe
I15.
I
MATERIAL
TYPE
none observed
Comments/Continuations
., . ..
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PL~N
MULTIPOINT OPERATIONS
Tl1e maj ority of item s r eq u i red for the multipoint o p erations
plan are contained in Att ac hm ~nt 1, Wor·k Ord er .
Additional items
are de scribe d b e low.
1.
L. o G!S_·.r·_ HJJJ ~
2.
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3.
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6.
See drilling program
EieE· di·- illitiCJ
_
ESTIMATED TOPS OF
pi'"oqr· <.·,\ m
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IMPORTANT GEOLOGIC MARKERS:
-·-······--·-·····-----···-····-·--..··--·----·····-·-···---·········------·-··-----········---··-·-·-·····--····--···-··-·--····-···-·--------·······
F'l .=ly<:t L i"- ki:·? For"ffi i"-ti. o n
0
1 ~)()() '
Horse camp Form at ion
"-1-600'
Pritchards Station Formation
5000'
Stone Cabin Valley Formation
7.
ESTIMATED DEPTHS
OF WATER ... _ OIL
OR MINERALS:
---·----·-------...
- -..·-·----·-----..l
......_.,_.!J ...- -GAS
-·-·--·
___ ,,.,,.,.,,,. _ _
B.
b2£tS LNG
9.
CEI"IEI'{LJ.J'JG PR_Q.§..B£.ti'1:
10 .
f.:.B. f:.S§_UFJ£:........GQNTF:OL_J~C!U I I:J:Jf.:trr:
11.
Pf~Qf..:_0~3~~D
f:_ROGPAt·1:
Oi 1
See drilling program
See drilling program
Schematic drawing
Gl F;:G_UL7JH.11.131:...J~!1::D .L~m~3:
~](:?(?
(Appendix 8)
App<:::nd i :-: (-)
l 2 • T E !2.l.lt:.H~.L....l- 0 GG ~..N.G ..0 NQ....J;.Q..fiJJ:l.!L. E.:E..P..C3 F:~f!J.:1 :
"!!' ,.
1 ._a
~5000'
See drilling program
Dtr.C. LC I F' (-'l T,.S_Q___f.Ll.~!:!..Q. RtJ.f'.h._B.::.f.,_t?.§lLf< E ;:;_ CJI:: __T E !j_PE f{ m·I..JfS_f q :
l\fo
UIIU~3Uc3.l
problems are anticipated.
The expected bottom hole pr essu r e
is 1500 psi maximum.
No hydrogen sulfide or other hazardou s
fluids or gases have been found, report e d, or known to exist
at these depths in the area.
· '
l '-+ •
BJ:lJ.: I !::;J F:B T EJL S T OJ.H. IJ:!Q.__Q£tr1~--B!:LQ......PJJ£Y) TJ_Q.!i__m:.:. . . .rJ.fT:.f.}_Q.I I.OtJ.§ :
T h <2
anticipated startinq date is late May early June
1988, or" as soon as po ~;·;:; iblE.' ,,,"t·ftt:?t- e:-;<:Hnination ,:·H-i d app r. ov<:'\1
of the drilling application.
T.D. should be reached within
30 days of the starting d ate .
7
..
"
INC.
1'1m:: o I L ,
DRILLING PROGRAM
A .l
T(:lCI·II"I ENT
r1un!:::. on
1
l~<.l rtch
H 1. I!
- -:~:.2
T~ap S p~ings Field
Sec. 14, T9N, R56E, MDB &M
Nyr'~ Cuunt y, NV
.
~~n LE'lO_
TEi__.t:l~l r'11~ti~ :
1.1.3
16~30 '
§_\:lf.:lEJJ.~f.:::_l~ Q~l.rf.J..Q.I~_:
SamQ a s
F.< Cl T T 0 tl H O_l,_f~...J::.~!!:,: f.! T_.[Q}_! :
sl:.Ji~ VAT
I CJN:
G. L.
___oE~ F' ·uJ :
RETJ~B.E:.!:l.G.t:::.:
4 7Elf3 '
~'5000
IC!IJ.~..,.
t3 ~t. 1 '7 80 '
E
+r om
t 1···, f.':! Nl•J c. or· r. er· o+ f3c- c: . 1 -'1
T9N, R56E, MDB&M
K" B"
s urfac e
Lj.f:J06'
l o cation
<es t:im .::. tc.?cl)
'
All me as u ~ em e nts ref e ~ to the K.B. e l eva tion whi c h i s
e stim a ted to b e 1!3' a bove ground l ev el.
Pf-\OPOf::JED V.JOF:;;I<:
1.
F'r·epc:u-e 1 ocati on.
SE:? t. 40' of 20" (. :250" I·Jall)
pipe.
Cement the pipe t.o surface.
2.
Move in drilling rig.
Record K.B. to mat. measurement. on
fir·st tour report.
Drill a 17 11:2" hole to 4 ..1-0' (s~ee attach-ed drilling fluids program).
3.
Run
a.
b.
c.
d.
NOTE:
cc.mduct.or
440' of 13 3/8'' 0.0., 4!3#, K-55, ST&C e quipped as follows
Cement guide shoe
One joint of casing
Insert. baffle
Centralizers to be placed 10' above thn guide shoe and
one on the 1st and 2nd joints abov~ shoe.
Weld the shoe and weld the
4.
fi~st
three collars.
Cemt?nt the :l:]; ::::.iB
c~"1sinq to ~:;urf a c:e ~·Jith 612 cu .. f t .
o·f
sl Lu-ry compt- i sed of Class
G
c:Ez·mt."Ttt, '-I·/. g E· l , :~~ 5H of C3i 1 <.;; on -ite per sack, and 3% CaCl •
This volume is c a lculated to
fill to surface and includes 100/. excess.
Do a top job if
no t- et.Lwns.
11
11
§.L.:..ld.B!l'L£' H Q.E:~£t.LU~.f:i:
Yield:
Weight:
11
2.05 c:u.ft.i s k
12.7 ppg.
8
,.
~
a 1:5
1:5 ::-::./8" ~3etr·ies 600 f:)OM>J-···RS cc:tsing
4 EHJ: , K-- 5 ~':i c: ' -" ~5 i n g •
I n ~':; t zd 1 a 1 0 "
Cl~ss Ill
<API Cla ss 2M SRD) BOPE.
Te s t the
casing , BOPE , choke an d kill lines to 500 psig.
Te s t to be
witnessed by USGS represQntative.
In~:;t.:·:\l J.
5.
h £-?ad
~.:dB"
t 1·1 (::· :l ~5
88 ri es 600 DOG
cH-l
~.:;
:?000*1' :·:
/ 8 " (] . D . ,
l~1 .
Dt·-ill i::t 11." hole! t:.o tJ.600' f-1.D.
Run a Dual Induction
Focused Log and Ca lip e r Log from 4600' to the s hoe of th e
13 3/8'' casing, unless drilling is sh ut down ear li e r for log
run.
l.
F~un
-::1 .
b.
("'
d.
·f i ,. - ~::; t: '
t"':• "
-f.
,.~
c.~
4600'
o·f f.3
Gu.i.
~::. ! 10€·?
dE~
~::i/rl ''
U . D •.J :::!; 6:J:J: , K ·--:.'55 ,
sr~(c
Cc!~;ing
as follo\•Js; :
Two joints of casin g
Differential fi ll collar
Centrali zers to be placed lO' above the shoe , on the
second a nJ third joi nt s , an d five add ition a l
~:; p E\C: E•Li Ul "I E~ Et t E:•Vf? t- y ot h t:::· r· j Ci :i r-: {_ •
Equip casing with two petal b aske ts as dir e cted.
Weld the shoe an d weld th e first three collars.
c ~:·:~ mE:·r-,t th<:-? fl ~5/f3'' c::,;~<;;inr;J l,.·Jit.h 400 c::u.·Ft.
of Hallibt.tr-tDn
Light Ceme nt CHLC), or equal, with 3% CaCl
and 10# of
C3i. 1 <:>on i. t. c? pc?l'- s.::tc: k.
F o 11 cw>~ Hall i. but•.. ton L i ~Jh t Ct2m£·? n t ~'·lith
100 cu.ft. h.:dlibur-ton class "H" cement I•J ith :5% CaCl
(Calculated volume to fill to sur-face is 1169 cu.ft.).
The 500 c: u. ft . volume is calculated to fill up to 2633 '
and is designed to r educe the hydr-ostatic head on the format ion .
..
1\HJT E:
9.
.,::.l..,...
Pr-eflush with 100 bar-rels of waterUse t op wiper plug only
~
Land the 8 5/8'' ca s ing in tension (wt. of string plus 20,000
1bs.) in slips .
Re install th e BOPE and test the casing and
BOPE to 1500 p s i for :l5 minutes <USGS to witne s s).
10. In~::;taJ.l Et :t;':, !:i/B'' ~3000H B··-:1. -·-L r-ot;::tting h <·::.'<:?.d and pr-E-?par·e
blooie line t o pit for air foam dr-illing.
Air lift all mud
out of hole with two compressor-s and booster- before drilling
out ~:,I"..:Cif2..
F~u n ;::t 7 ~.5/B'' bit, dr·i 11 out the c:oJ.l at- , cr::.:·ment
.:~nd shoE·.
1 .L•I
.
1:.2.
Dt-·iJ.:!. ,:=, 7 ~5/B " holr2 to a TD of ~:;o oo·.
Run a Du<:=tl Induction
Focused Log and Caliper Lo g from TO to the shoe of the
8 ~i/8" c::a·::::in~J ..
F:c•cnovc:.• DUPE: <::\ r..,c:l inf::;tc.-:tll <]'' :2000:f:f: :-: 8
!H~,·;;;.d v·Jj.th ci" ;.: :z 7/El" tubing hs.noet·-.
EUE tubing to TD an d check for fill.
9
S.O.t,J. G2L.IJ tubing
2 7/8" O.D., J ·- ~5 ~5
Pull up and land tubing
~'5/f3''
F~un
OJ
: <J:.:jt\mJ ..:.l d'd
I
r wM d ~ nb.:;J
p u~:::
' fl
-r: ~~
a::; '.7:' ,::.J FJ .A
'
r:' <.l l
::F ·1.;
!· p
f'; r:.'
• uo -~ :.]. :Jn f.' C> ~! d ...10 :r
fJ u e ci11Jl"H1 un;-.:1
<:; pn -1
":;:-~
J
~
~
r :F'F'U\ID I X (\
t1~IIL . .L'J3D.~,i.J:~E~I~l
t·Jc:.· i U 1·1 t.
.<1!EU 2.....
I'lP.~~
!!..r:~·.PJ.l..l
0 -4600 '
4600'-T.D.
8.6 -
Gel-Water-rypan
Air Foam
8.9
'v' i
~:; c:: o~.;
:l t y
..U?.f.?. i:.~ .~...Lf.:J.t.-t <:t.!~-:..tl
35-45
t·Ji::t t. f:~r..
l=.9.~'!.?.U.<::s:_ )
10-20
t lD TE S :
·~-·-·········--···· ··-
1•
(.) f;';vu.?c: u
rnut.l
c: I c:•ii:tr: c- 1...
( ur·
eq u :i. v D. l c·n t.)
~. o h
ou 1 c:l bE?. u.~ot::.> d t. u 1:: c·c:·p
solids to a minimum.
2.
Keep the hole full
3.
If p oss ible~ the u se of lost circulation material s hould
not be used .
4.
Collect a one-gallon sa mple of drilling fluid while circul<:d:inq, pr · i.C!I'" to pul:t:i.CIC,j OUt of holE• few lOCJC]i.ng.
S"-~mpl<: to
be delivered to the logginq enqineer .
5.
Collect one ditch sample every single from surface to 4600'
and every 10' from 4600' M. D. to T.D.
BDPE:
at a ll
tim es .
Test the rams for closur· e once each tour.
All crews to
be familiar with blowout equipment and kick-killing procedures.
:1.
1
• -roor/9
. 9J ~/7f1 P dO~ "'18'0
f>CJ;r/f//r;
ur
~teo
";1"".'7 ''·')( .3 v>toy;;
r .' wo ,3
OJ r/o
san1e;1
~~ -~J CJ(V -t!
.[3?~(100
W$',,/7~
~
d oc;J
e.., (1 ('I('# v
-w9 ,,.
rr
uHu XIQN3:dd\f
4
E-~~L·~=-~:=-~-:.~.2·:.~ .
•
MODEL LWS RAM BLOWOUT PREVENTERS
Model LWS blowout prevcntcrs have been the most
popular Shaffer ram prevcnters and have met the
demanding pressure control requirements of the drilling
industry for more than 20 years. Many of the featurE's
incorporated in the most advanced SL models are
included in the LWS design.
- - - - - - - - - - - - - -- -------SPECIAL FEATURES----------------------ll Rams are available which will support a
600,000-pound drill string load when a tool joint is
lowered onto the closed rams. These rams conform
to HzS requirements.
UOperation and Maintenance Manual," pages 22, 23.
£l Poslock operators are available on the 4 1/ts" -5,000
and 10,000 psi, 20 3/4" 3,000 psi and 21 1/4" 2,000 pc;
LWS BOPs.
tJ Secondary ram shaft seals are furnished on all
LWS preventers except 4 1/,s" 5,000 and 10,000 psi;
7'/,6" 5,000 psi; and 11" 3,000 psi BOPs.
o
Rams are easily replaced. They slide horizontally
onto the ram shaft as shown below, except on the
4 1/ts" 10,000 psi BOP where the ram mounts onto
the ram shaft from above. For more details see
o
Manual-lock operators are furnished on all LWS
BOP's not equipped with Poslock operators.
c
Maximum ram hardness is Rc22 to insure H2 S
compatibility of pipe and blind rams. Shear rams
have some harder components.
- - - - - - - - - OPERATION AND MAINTENANCE--- - -MODEL LWS POSLOCK SYSTEM
- --
-
Poslock adjustmont throed
LWS prevcnlcrs equipped with Poslock pistons are
locked automatically in the closed position each time
they are closed. The preventers will remain locked in
the closed position even if closing pressure is removed.
Opening hydraulic pressure is required to reopen the
pistons.
The hydraulics required to operate the Posloc.k are
provided through opening and closing operating ports.
Operation of the Poslock requires no additional
hydraulic functions, such as are required in some ·
competitive rani _locking systems.
When closing hydraulic pressure Is applied, the
•
complete piston assembly moves inward and pushes
the rams into the well bore. As the piston reaches the
fully closed position, the locking segments slide toward
the piston 0.0. over the locking shoulder because the
locking cone is forced inward by the closing hydraulic
pressure.
Locking segment
The locking cone holds the locking segments In
position and is prevented by a spring from vibrating
outward if the hydraulic closing pressure is removed.
Actually, the locking cone is a second piston inside the
main piston. It is forced inward by closing hydraulic
pressure and outward by opening hydraulic pressure.
When opening hydraulic pressure Is applied, the
locking cone moves outward and the locking segments
slide toward the piston 1.0. along the tapered locking
shoulder. The piston is then free to move outward and
open the rams.
NOTE: Poslock pistons are adjusted in the factory and
normally do not require adjustment in the field except
when changing between pipe rams and shear rams.
The adjustment is easy to check and easy to change.
~
;;
,
;;"
$
•
!1
~
~
__J
1,. .;;:,:""'· -·- .
a.'-.f·
•1.e r [_[ . __ :,
~
·:; .
OPERATION AND MAINTENANCE (Continued)
MODEL LWS MANUAL-LOCK SYSTEM
Manual-lock pistons move Inward and close the
rams when closing hydraulic pressure Is applied. If
desired, the rams can be manually locked in the closed
position by turning each locking shaft to the right until it
shoulders against the cylinder head. Should hydraulic
pressure fail, the rams can be manually closed and
locked. They cannot be manually reopened.
I
The manual locking shafts are visible from outside
and provide a convenient ram position indicator.
Threads on the manual locking shaft are enclosed in
the hydraulic fluid and are not exposed to corrosion
from mud and salt water or to freezing.
Rams are opened by first turning both locking shafts
to their unlocked position, then applying opening
hydraulic pressure to the pistons, which move outward
and pull the rams out of the well bore.
.:_ ·"
r~u~>~. .(_
... ,
·.
Manual-lock piston in open pos1tion ·
-~--~~~~ - 1 ~---~~·-)
~ ·:!JJ- ~ :
. .. . : ~;, ·.. .--~:::.,._
~-- . """'~. :
-=-. :~
.t-2JJ
@
,, 'JL"-.,
'·'
'. '~ :-l
-.
---I . .]..
~
• '· ;\1 " ' ;._ ·- ' .
'.
__ , . ~ .
'I
~-·
~-~.
-~~
.,.,~- :_ ,_, ~ "'"'; .-.
:JC:
.
'· ..
/ ·
'
.
'
l
i
')
"
.
•
-
'?'•-.
') I ';(
<J - •
· , • .. •
\1 . • •
__
' '
•
~
.
-
f
'
•
( ,. v:.\ , .
'.
.•
·-..-;-
:;f/
• I
< ·. ""'..
1 ' . ··:·-..::; .
• '.
'i
:
--
:.;
~-..,:.<' :
...
jJ
.
__
:
"
•
•
.
. '
·:,<,.-.;•. ,(__
:Q:yi
-' -~
__,_'
Mode I LWS manu
.·•
./ . -
•.
-.•
' -·-:-- ...
•.
'
,.r-
-z-
-
.
. ,_;
al-lockBOP
MODEL LWS HYDRAULIC SYSTEM
Manual-lock piston in closed position
The hydraulic pressure required to close an LWS
BOP is below 1,500 psi with rated well pressure in the
bore. Any standard 1,500 psi oil field accumulator
system can be used to actuate these BOPs.
External hydraulic manifold pipes conduct
fluid between the hinges on all sizes except the
4'/,e" 5,000 and 10,000 psi, 20 3/.4'' 3,000 psi and 21 114''
2,000 psi LWS BOPs.
Rams are easily changed on the LWS. First, place
rams in the fully open position. Next, vent all hydraulic
ram operating pressure to relieve any binds in the hinge
pins so that the doors will open easily. Remove the door
cap screws and swing the doors open. Apply closing
hydraulic pressure to extend the rams for easy removal
from the ram shaft. Simply remove the worn ram and
replace with a new one. Finally, apply opening hydraulic
pressure to retract the rams into the door cavities
before closing the doors and securing the door cap
screws.
·
Manual-lock p1ston in closed and locked pos1t10n
..
BOPs- DIMENSIONS AND SPEClFlCATlONS
MODELLWS
•
G
I
--~
.I
I
, (('':J
, - ./
--.---::::===::;===
'
t
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e-;,
~
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y'~·-~ "- -<!, / ,' I
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r----- ----
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II I
J
I
1DOUBLE
SINGLE
, ..
• Yyp. 60 holder rs •nltrCNngublc w•ln lyl)t 70 hOlder
•• \Pt 60 biOcl un be us..d "''""'"' nse mbly. bul d cnusl
t \Pt 70 rubber • ~l so ~·~ ·•~br c for lncst
l
~TO
ruObcrs
~rc •nl t~cn~ngublc
bt pl ~ced oppos•lt ~ nolner lyl)t 60 bloct Tne sclf·etnl er•ng angul., gll'dts ~·• of d•Mcrrnl
,.,In 1ncsc d•sconr.nu<d
\Pt 60 rubbe•s
~ nd
un be used on lne d•sconr.nutd lypt 60 blocu
Silt
on fhc 11fcr lyl)tS
ooz1
oon
oon
o16
,_1
91
'-1
91
'M
91
... 1
"a
oon I oon
'-1
91
'-1
91
I oon
oos
016
oon
oon
oon
'M
91
'1',1
'-\1
'-1
~I
~I
•.o.s
t
.,.a
~a
.,,z
oos
'·'
~.z
zs·
001 "£
.,.z
..,.c;
sn
l
("SQl- IJ) l nOoOl
I "'":>$
(S~~UJ) Si<IJ <SOIJ'f
(5a ~:ltlf)
lVS
Wt~
I
uado oa suou~
I SQl)
fWt~
l11<liii'M
111e •>~.~
artol
--r
00()
wnWilf)'l
T
I
I
I
(0 BBl
10'
\'lAllA TAIIKF==l
••
;,.,
lJ ~
...,
I
0
a>
I
I
I
.... .....
'-'
30'
112 PUMP
;_.
,...
GARON£ H OUIVER
GXP
I
Ill PUMP
.....
,...
~L
GARUtll H UUIVER
GXP
26•8
f' UMPS
..
<>
...zt=
C>
f=
U)
10'
I
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.,
a:
"'
I
I
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I
I
I
I
ACCUMULATOR- ·
a:
~~
~
iCie
~
-
~
R
....
0
3~·
I
10'
2::"'
o=>
t::~
..
C>~
mo
SUB.
0
••
t
~
C>
0
20'
...a:
t=
......
>oC
~
"'
I~
-QO
L
BASK ET
I
I
I
I
~
II:USIOMfR
lii'LCIIICAIIUNS)
~
,_
WAHH TANK
3~~ BBL
I
.,,
fA
N
~
PUMP
HOO M
HlSIHVl
10'
~
10'
1
-- _3~' -
I·
--1
I
I
I
t
l
'
u
:::>
l
I
I
I
I
I
I
30'
.I
I
I
AIR
tOfr\1'111 SSO R
ROOM
m~
....
PIPE RACKS
~
"6:.
- - - - -+,o0. - -
-
-
5
---~
~......
0..
0:
-
I
I
I
I
I
I
--t-30. - --1
7182
Exhibit "C"
Drilling Rig & Equipment
Download