HomeMy WebLinkAbout1.0 Application Part 1GARFIELD COUNTY
Building & Planning Department
108 8tn Street, Suite 201
Glenwood Springs, Colorado 81601
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STAFF USE ONLY
Doc. No.: Date Submitted:- TC Date:
Planner:Hearing Date:
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Telephone : 970. 945. 821 2 Facsi m i le : 97 0.384.347 O
Special Use Permit
GENERAL INFORMATION
(To be completed by the applicant.)
Street Address / General Location of Property: Located approximatelv eight
(8) miles southwest of Parachute. CO in Garfield County. near Spring Creek and
County Road 306.
Legal Description: Located within the NW % of Section 12, Township 8 South.
Ranoe 96 West, 6th Prime Meridian.
Existing Use & Size of Property in acres: Natural Gas Compressor Station
5.39 Acres
Description of Specia! Use Requested: lnstallation of an Amine Facility to
upqrade the existinq compressor station for Noble Enerqy, lnc.
zoneDistrictlf, ABEs>
Name of Propertv Owner (Applicant): Hvrup Investments LLLP. (John and
Phyllis Hyrup) .n/A r_cRc c
Address: 3312 County Road 306 (SBrino Creek) Telephone: (970) 285-7781
City: Parachute State: CO Zip Code: 81635 FAX: N/A
Name of Owner's Representative. if anv (Attornev. Planner. etc):
Address: 11'l E.3'd St., Suite 213 Telephone: (970) 625-8433
Citv: Rifle State: CO Zip Code: 81650 FAX: (970) 625-8435
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SPECIAL USE PERMIT
HYRUP AMINE FACILITY
GARFIELD COUNTY
GOLORADO, USA
WAGON WHEEL GONSULTING
111E. Third St, Suite 213
Rifle, CO 81650
(970) 6254433
GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT
AGREEMENT FOR PAYMENT FORM
(Shall be submitted with opplication)
GARFIELD COUNTY (hereinafter COUNTY) and Hyrup Investments. LLLP (hereinafter
APPLICANT) agree as follows:
1. APPLICANT has submitted to COTINTY an application for Special Use Permit Hymp
Amine Facilitv (hereinafter, THE PROJECT).
2. AppLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended,
establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for the
administration of the fee structure.
3. APPLICANT and COUNTY agree that because of the size, nature or scope of the proposed
project, it is not possible at this time to ascertain the full extent of the costs involved in processing the
application. AppLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to
thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional
payments upon notification by the COUNTY when they are necessary as costs are incurred.
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
,onsulting service determined necessary by the Board of County Commissioners for the consideration of an
-applicatiJr or additional CoUNTy staff time or expense not covered by the Base Fee. If actual recorded costs
exceed the initial Base Fee, APPLICANT shall pay additional billings to COLINTY to reimburse the coLrNTY
for the processing of the PROJECT mentioned ubor". APPLICANT acknowledges that all billing shall be paid
prior to the final consideration by the CoUNTY of any land use permit, zoning amendment, or subdivision plan'
APPLICANT
Date: Awil21L20E
Codv W. Smith
Print Name
Mailing Address:111 E. 3'd Street
Suite 213, Rifle. CO 81650
1012004
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APR 1 9li*ffiup nvaponq.rloN ractt,try
Larry D. Knox
12865 CountY Road 6820
Montrose, CO 81401
Roger Lee & Sandra A. Knox
2139 County Road 306
Parachute, CO 81635
Mark M. &TraceY Knox
2145 CountY Road 306
Parachute, CO 81635
Nathan N. Dutton
4000 CountY Road 306
Parachute, CO 81635
Muriel Dutton Life Estate
David S. Dutton
4852 CountY Road 306
Parachute, CO 8 1 635-9435
Dutton Family Limited LiabilitY
Partnership DTD 717104
4852 CountY Road 306
Parachute, CO 81635
Connie A MumaY
2620 West Vine Dr.
Fort Collins, CO 80521
John V. & DorothY D. Nauroth
6186 CountY Road 306
Parachute, CO 81635
Cecil R. & Frankie J. RasberrY
6881 CountY Road 306
Parachute, CO 81635
10. David M. Radel
2345 HousetoP Mountain Rd'
Parachute, CO 81635
11. Virginia Cole Edson
142 Millan St.
Chula Vista, CA 91910-5921
12. Frank L. BaileY
P.O Box 253
Parachute, CO 81635
13. Edward J. MackeY
2292 HousetoP Mountain Rd.
Parachute, CO 81635
14. Kenneth R. White
2288 HousetoP Mountain Rd.
Parachute, CO 81635
15. Barbara J. Boardman
2431W. Peakview Ct.
Littleton, CO 80120-3068
16. James A. Smith
2285 HousetoP Mountain Rd.
Parachute, CO 81635
17. Shelton ProPerties LLC.
P.O. Box 1059
Basalt, co 81621-1059
18. Bureau of Land Management
Grand Junction Field Office
2815 H Rd.
Grand Junction, CO 81506-1781
GARFIELD COLINTY (hereinafter COI-INTY) and l-{y s2- . P lf - ' , .o slme-rul'r-, LL L P-
(hereinafter APPLICANT) agree as follows:
AppLlCANThassubmittedtoCOUNTYanapplicationfor 1f..c :.c- I t !.'r Petzl.n'*
- ' n ---ct - l'.^,. Ge^ r I I l"l-r (hereinafter' THE PROJECT)'
GARFIELD COUNTY BUILDING AND PLANNING DEPARTMENT
AGREEMENT FOR PAYMENT FORM
(Shall be submitted with application)
Z. AppLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended,
establishes a fee schedule for each type of subJivision or land use review applications, and the guidelines for
the administration of the fee structure.
3. APPLICANT and COI-INTY agree that because of the size, nature or scope of the proposed
project, it is not possible at this time to urJ"rtuin the full extent of the costs involved in processing the
application. APPLICANT agrees to make payment of t!e- Base Fee, established for the PROJECT' and to
thereafter permit additional iosts to be bilied to APPLICANT. APPLICANT agrees to make additional
fayrnents upon notification by the COUNTY when they are necessary as costs are incurred'
4. The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
consulting service determined necessary uy tt e Board of county commissioners for the consideration of an
application or additional couNTy staff time or expense not covered by the Base Fee. If actual recorded costs
exceed the initialBase Fee, APPLICANT stratt pay additional billings to couNTY to reimburse the couNTY
for the processing of the PROJECT mentioned uuor". APPLICANf acknowledges that all billing shall be paid
prior to the finar consideration by the couNTy of any land use permit, zoning amendment, or subdivision
plan.
APPLICAI\T
nate: Apz,' / /'/, aart,f
Maiting Address:', i. zrro 3f ,, .( ;t ' ?
Wb , rr ,P ro
o 10t2004
Page 4
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Print I(ame
I have read the statements above and have provided the required attached
re of applicanUowner) Last Revised: 1110712002
HYRUP INVESTMENTS LLLP
3312 County Road 306
Parachute, CO 81635
February 13,2006
Garfield County
Building and Planning Department
108 8th Street, Suite 201
Glenwood Springs, CO 81601
Re: Agent Authorization
To Whom It May Concern:
Wagon Wheel Consulting, Inc. has been retained by Noble Energy, Inc. to request
a Garfield County Special Use Permit for an Amine Facility to be utilized solely by
Noble Energy, Inc. on property located southwest of Parachute, Colorado, owned by the
Hyrup Investments, LLLP.
The undersigned owner hereby authorizes Wagon Wheel Consulting, Inc. to act as
agent on my behalf. Please contact Cody Smith with Wagon Wheel Consulting, Inc. if
you have any questions or concerns.
Sincerely,
HYR P INVESTMENTS, LLLP, a Colorado Limited Liability Company
,zr7€*f(
John Hyrup, General Partner
lB25 Broadtray
Sdte 2000
Denvor. CO 80202
Teli 303.228.4018
Far 303.228.4285
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l4lS nobler v energy
February 14,2006
Richard Wheeler, AICP
Garfield County
Building & Planning Department
108 Ith Street, Suite 201
Glenwood Springs, CO 81601
RE: Agent Authorization
Dear Mr. Wheeler,
Please be advised that Noble Energy, Inc. has enlisted the firm of Wagon
Wheel Consulting, Inc. ("WWCI') to assist with securing Garfield County
permits necessary for our planned Amine Facility and Evaporative Pond site.
The facility will be operated solely by Noble, its successor or assigns, and will
be located on property owned by Hfrup Properties, LLLP.
Noble does hereby appoint WWCI as its Agent to assist with this pemritting
process. This authorization will expire automatically upon issuance of the
necessary perrnits.
Thank you and please contact Art Bollen at the above number with any
questions or comment.
Sincerely,
nobleon€Eylnc.com
N.Arlhur Bolen
Sonior Landmsn
H:W.omr\,,teraro\Sdth &st Artpriv 3{2{6.d€t
PART III. PROJECT DESCRIPTION
Noble Energy, Inc. (Noble) is planning to expand their capabilities of producing natural
gas in Westem Colorado by adding Amine Facilities to their existing compressor station.
ihigpgrude will allow Noble to treat their own gas by stripping off any Carbon Dioxide
(CO2) that is commonly found as a byproduct to Natural gas, and to allow them to utilize
and sale additional resources that are available to them.
The planned facility will be set up to not only compress gas but to treat natural gas as
well- Carbon Dioxide will be removed from the gas using an amine based process. The
CO2 Acid gas will be vented in small amounts into the atmosphere. The amine
equipment is designed to remove essentially all of the CO2 from 100 percent of the
design inlet gas stream. The planned amine facility will allow Noble to treat their gas to
pipeline quality specifi cations.
The expansion of the facility will include but is not limited to: upgrades to existing
compressors, adding additional storage tanks, a new amine plant with related equipment,
and new piping within the facility. Piping within the facility will be located both above
ground as well as below ground. Buildings will be constructed to house equipment and
iontrols, this will aid in security to the facility as well as to reduce noise impacts to the
surrounding community. A "Building Permit" will be obtained from the Garfield County
Building and Planning Department prior to construction of the buildings. Due to the fact
that this is an existing facility there will be no new or additional grading or earth moving.
The existing facility pad is large enough to handle all of the new upgrades.
Noble agrees to comply with all Local, State and Federal laws and regulations goveming
the planned Amine Facility. All permits and regulations will be completed and meet
prioi to construction of the facility. Noble is planning to install all equipment and piping
using API and DOT specifications.
PART IV. IVIPACT STATEMENT
The proposed facility is expected to have minimal impacts on the local community and
environment. The location of the facility was selected due to the convenience of having
an existing compressor station in place. By using the existing pad and by making
upgrades to tlr. current equipmeni it eliminates the need for additional space that would
riq-uire costly and unnecessary construction, and clearing of vegetation- Noble Energy,
tnc. has a cgrrent lease with Hyrup Investrnents LLLP that allows them enough space for
their facility without requiring additional acreage'
The facility is planned to be in continuous use and operation 24-hours per day, and year-
round. Construction of the facility and regular daily routine maintenance will take place
during normal, daylight working hours. Noble does plan to install a remote monitoring
and c6ntrol system for any emergencies that may occur' The system will notiff the
appropriate personal in the case of operational failures, etc'
Noble Energy, Inc. currently has a natural gas gathering system in place which delivers
everything to tt . existing compressor. By making upgrades and adding to the existing
"o*p."rror station it eliminates the need for additional pipelines to carry gas to the
facility.
During the initial phase of operations, nafural gas powered compressors will be installed,
along-with a geneiator and arnine facilities. Compressors will be equipped with muffler
systems designed to minimize noise emissions to the lowest levels possible. The
projected noise levels will be well below permitted levels set forth by the State. Noble
-err"rgy,
Inc. plans to install buildings to house equipment which also aid in lowering
noise ievels. A "Building Permif'will be obtained from Garfield County Building and
Planning department for the construction of these facilities'
Traffic on County Road 306 (Sp.ing Creek Rd.) will increase during the construction
phase of the facility. Construction workers and equipment will par* on the facility site
and will not be allowed to block or hinder normal traffic. Certified flaggers and pilot cars
will be used during the transportation of heavy and oversized equipment and machinery-
Access permits will be obtained from Garfield County Road and Bridge before
equipment or machinery proceeds to the site. Following completion of the construction
pn*i, it is anticipated that normal traffic levels to and from the facility will be
significantly lower.
Hazardous materials such as lubricating oils, glycol, and methanol, will be contained on
site an will comply with Colorado Department of Health and Environment (CDPHE) and
the United States Environmental Protection Agency (USEPA) rules and regulations' A
fence has been previously installed around the existing facility. The fence was
constructed to insure safety and security to the public, wildlife, and livestock. Adequate
setbacks from the county road where observed and will be maintained as to minimize
impacts caused by the facility construction and operations.
srcruQu, TyWNffin 0 ffiW x11y6x fisr, of the 6ti PJ{,
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STATE OF COLORADO
COUNTY OF GARFIELD
,IPPARENT OI1AIERSEIPI
HYRUP
PROPERNES LLLP
FOUND MONUMENT
SECTTO'I CORNER
FOUND MONUMENT
QUARTERCORNER
PROJECTED CORNER
DATI]M
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O
SIATEMENT OF SI]RYWOK
upAnoN A REGISTERED LAND SURVEYOR EMPLoYED BY NgB!=E Ei.,lEB9I=Ul9j rqY$El
sURvEY oF A PARCEL oF IAND As DESCRIBED AND SHOWN ON THIS MAP; THAT THC SUNVEV OT SNIO WONK WAS MADE UNDER HIS
SUPERVISIoN AND AUTHoRITY, COMMENCING ON THE 12th DAY OF OCTOBER, 2OO4: AND THAT SUCH SURVEY IS ACCUMTELY
REPRESENTED UPON THIS MAP.
235,032.8 SQ. FT.
5.39 ACRES
EXHIBITA
A MAP SHOWING A
A PARCEL OF LAND
PREPARED FOR:
NOBLE ENERGY INC.
,RIFFIN & ASSOCIATES, INC.
SCALE: 7'= 7000'1414 ELK ST., SUITE 202
Uf{'i',!F::g'82e01 DATE:11/30/04
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SENW )SI,yIvE
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I 1838
PARCEL
LEGAL DESCRIPTION
OF
A PARCEL OF I-AND
ON
HYRI.'P PROPERTIES, IJIP LANDS
FOR
NOBLE ENERGY INC.
NOVEMBER 2OO4
A PARCEL OF LANDS, LYING WTTHIN Trm NoRTHWFST QUARTER OF SECTION 12' TOWNSHIP
8 SOUT}I, RANGE 96 WFST,6TH PRINCIPALMERIDIAN, GARF:IELD COUNTY' COIORADO' TI{E
BOI.'NDARY BEING MORE PARTICUI-ARY DESCRIBED AS FOIJ'OWS:
COMMENCING AT TTM NORTHWEST SECTION CORNER OF SAID SECTION 12; THENCE SOUTH
25"31'05- EAST, I,}9f.}2FEET TO THE TRIJE POINT OF BEGINNING;
THENCE SOUTH 75"02'?fiU EAST, 86.84 FEET;
TTMNCE SOUTI{ 78"33'0f" EAST, 492.99 FEET;
THENCE SOUTH 88O56'03" EAST, 166..12 FEET;
THENCE NORTH OI"3I'47* EAST,77'55 FEET;
TTMNCE NORTH 03"36'35'' WEST, 74.65 FEET;
THENCE NORTH OI"I4'OO'' EAST, 148.65 FEE,T;
THENCE NORTH (N"43'58" EAST, 39.17 FEET;
THENCE NORTH 0I"33'59" EAST,55.97 FEET;
THENCE NORTH 33"45' 36" WEST, 45,49 FEET;
THENCE NORTH 69"4"1'57- WEST, 211.08 FEET;
THENCE SOUTH 45"29'W- WEST, 95.17 FEET;
THENCE SOUTH 37O31'59" WEST' 30.58 FEET;
THENCE SOUTH 53O30'I3'' WEST, 125.48 FEET;
TTIENCE SOUTI{ 71"33'O'I* WEST, N4.23 FEET;
THENCE SOUTH 28O07'OO'' WEST, 147.L|FEET TO THE POINT OF BEGINNING' SAID POINT
BEING NORTH 22\6'42- EAST, I,55O.32FEET FROM THE WEST QUARTER CORNER OF SAID
SECTION 12.
THE TOTAL AREA OF THE PARCEL OF LAND ON HYRUP PROPERTIES' III} LANDS AS
DESCRIBED ABOVE, IS 235,032.8 SQUARE FEET OR 5.39 ACRES, MORE OR LESS'
iL€D;'EF,IR
CCUiJTY,
WARRAN'r.'Y DEED
E. S. KENNON and KATBLEEN H. KENNON ('Grantors"), in $
consideration of Ten Dollars and other considerations, the
receipt and adequacy of which is confessed and acknowledgett,
convey, transfer and assign to JoEN v. EyRIrp and pHyLLrs EyRUp
(oGranLees"), as joint tenants, whose address is 0g55 Frying pan
t;r:. 1
G.dF.FIELD
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seer ?52, irn ,di6
Road, Basalt, Colorado g162l, the following described real
property (the rproperty,) and other interests located in
Garfield County, Colorado:
TownshiD I South, Range 96 I{est,6th p.tr.
Section 2| Elrswt, w\s8\, sELsEtSection 11: NtNEtSection 12: M{tNI{t, NEtNh,t
AND ALL that portion of the SEll{Wh and of the SLNE}I,secrior" 11 and of rhe sfNwt and oi irr" stlli[-"i'Section I2, situate, lying and being in daiiiefaCounry, colorado, ExcEpf [har porti.5, ;";;;t;i-Io rneBoard of County Commissioners of Garfield iluitv, ro.road purposes by Document recorded feOiuarV-e,-igSg inBock 305 at page 535 as Reception tilo. ZO6S6g.' -
TeJether with all.improvements and appurtenances,incl'rdins the. irr_igation sprinrrer Jy'sEe;-i;;;;-i"connection with the proper.ty, including-.fi-pip.,risers, sprinklers, spaie parts, pumps and otherappur tenances i
Also together with all of Grantorsr right, title andinterest in and to all.eater, water ri6trti,-ait.f,".and dirch righEs .used on or in connection ,iif,-in"Property, including, but not limitea to, uii-ini"..uain the Tenderfoot Oitch and S.Z c.f.s. of-r"t"i-'allowed to flow rherein uniler prioriii N;. i,-"ffinterest in the Rennon Springs Ditch.na.Oe'"]i]s. otwater allowed to flow therein under erioriiy llo.-s,all interest in the Mesa Ditch and 2.0 e.f.-i.-'of rn"t",allowed to flow therein under priority flo. - Z', "itinterest in the Lon3 Star.Ditch anit 3.51 c.r-.s. ofwater allowed to flow therein under pri"riiV-llo.-ffanC in 0.7 c.f.s. of water.allorred to flow in the f,oneStar DiLch under priority No. I7 and ali inl"r."i i"the Rese.voir Ditch anr, ostrom Ditch ani r"t"i-iignt.from Ljttle AIkaIi Creek;
Also tog?ther with all of Grantorst rights andpriviLeges to graze livestock on the public Domain inthe United States Forest.
Grantoljs warrant title to the property, subliect only to (a)
tlre 1989 ai valorem taxes levierj and assessed against the
Proirerty, (b) tire mineral and other reservations and exceptions
contained i;r Lhe united states patent oL paLents which relate to
Lhe Pr'operLy, (c) the obrigations of any special taxing district
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of which the property is a part, and (d) all rights of ray and
easements shown in the records of Garfield county, col0rado or
such rights of way and easements as are reasonably apparent uponexamination of the surface of the property.
,., crantors executed this instrunent on tne /d day otflf,., , L989.
STAIE OF COTORADO
COUN"Y OF I{ESA
ss
,,*, Th" foregoing instrunent
=*L': oaY ot ,ff),! i _ , 1989 byKENNON. -_--
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acknowledged before me thisS. KENNON and KA?HLEEN E.
WTTNESS ,'{y EAND AND OFFTCIAI SEAL.
My comnission expires:
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.i JOIIN V. IIYRIIP and PHYLLIS HyRIJp
. ofthe Countl. of
nr:d Srsr('oi Colorado
E. .S. KENNON and K{TIILEEN H. KENNONrtftLr' (-o[nrt {rf
rnd Siart.rt' Colorado
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nh.rseleFal arldrr.ssis 320C 306 Road, paraehute, Colorado g.1635
lIlT\ Es-StiTHr
Thrrrirlx:rrdparrieefrht,iirsrparr.for.andinconsider.atiorrofthesumof ONE HUI{DRXD THOUSAXD il(s100'00'oo)- --Dollars.totheo inhandpaidbl,'thesaidpartiegtthesecondpart.thereceiot il*'!rr're,rf i; lr.,rcl,].ackrr.,rtlc.lFed. rt,) herchl.Frant. bargain, sell an6 convey urto ti. "";l;;;;i;;; """# ll
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ies hcirs and assigns. thr' lbllo*'ing deseribed lot or parcel of land situate. lying and being in the ll(',rurrrr.t)f Garfleld and Srate ofcolorado, io ryir: ' " -
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ltSee Exhlbit ,'A', a cop,v of whlch ls attached hereto Iiand incorporated herein by this refereace liillr
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IIaisr. \rr*:) iisslrc.r cn\i nrrnl,rr 3200 306 Road, parachute, Colorado g1635 il
Tr"t 1-1-*t-t '\ND Tc) HoLD the same. tr)Fether \vith all and singular the privireges and appur.tenancu. tr,"r"r.to llbr.lrrni.ingrirctsr.:pr,)vid!dr!\ya)-s.rh.rifthesaidparfggfthefirsrpart. thelJeirs,.*""rr.r".*a-l;;;;;;;, ljshailtrr)-"rrru:ttt"i\!aI'aidirthesaidpartieclthesecondparttheirheirs.executors,administratorsorassignsthe
llsair! ;rir"r't nre;rrloned sulr. according to lhe lenor and effect of 6 prohissorl. noie ", ";;;;;;"-;;:il;: llr,,:]ai,:r.:,.ih, .,rrlrr,r! riri,saidparri6drhesecondpart, on or before f ive (5) years. ;;;
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liProrcissorv \ore is further secured uy r,rorig;e o".a-t"irrig'Jr1.iTr'."" nXlllr.n ilcovering adjorning real property rocated 1I Me.a county, c;Ior;;o. rial:*r:hrririti'ere'r-jrvirlrinroresisirh"rareof-g-per"onip.".rrr-,intere.-sipayabre
aanuarly ilxrrl s!:al ii - ii: lxedniinie keep and perform the coyenarts and agreements herein containersiiali irr r:ui. rlli: \1,!d. u!her\rise rerlain,n fuil fo""".rd "ff."a-to
agreenrents herein aontained' then these r"""""tr ji
Th:-r :h*'aici parliedthefirst pa:r.for theo setves, heirs,executorsandadministrato.",fo"th" lii,)r:ijdurxl;oi: ati,f(,said..o\.chatl anrl agr.ee ro and.rvith the said parlleGt the second part, their helrs, fi'-\Yr'ilit'r's arirr::n:-'lratt'rs and assigns.:hat thelDld the said p'emises b)- title in fee sirnple; that the same are lrireearti''it*r';fail ltens,rdenorrrbr,,,ces.exceigovernmentai."r"t'"rrJ-i.;;ilil;il'r;li]''"""'" iiPa.ent reservations and except.iorr.,-aa""**ts and rights-of-way of record or i:apparent and general property taxes of a current nature, :lrilni they lriliDel'indueseasonaillaxesandassessnleotsleviedonsaidpremises,andrvillkeepthe
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3]{::]J;+::i:j:.'-'rt'dthert'o..insured.forrhebenefitofthesaidp",feor*,o"".or];;;;.""ffi;'" llrr(rI': Y):e'rrirrr: "'i:'rir:;.rnTFlii0TisTgr-sJiffi-they rviil paythecostsandattornel-,sfeesincurredbvsaid Il1:'t ieq; ;;t" :t'''rxti rii"i theith:irs. erec,rors. admrniitrators aud assigrs ih ant forcclosur.e acticn. other suit or I I,!:,,.ir-,i::tg.ir.rril:,,lii:r-rr,,,t:a.rititaiupoDdefaultir:thepaytue,tofsaidnote oraD]-part;;;;;;;"o?;;J ii
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oa\ r)t Apri--L
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/ . Wirre ss rr]. hnuA ,,,,,l,,tfic,ut "o,,t.i-
l
./ li.,ry (.//Zz,/ir,__._ .,. , ,i
5
! !-T. yOmr:.rC r: lr:r:D-rSnorr IDmr. -Br.dtor J pul,hri i,f, (i,..
;'*+iiri;is:.,:,, - .,, :,ilii,.. ,- . .. .
b0,itt ?5? lrcr Bg
EXHIBIT "A''
:6;ilISH.IP I SOi.EI-i, RATTGE 9E ?{EST OF Tt{E 6gH p.l.{.
SECTI0N 2: Ekshl , ,qSB(, SBrSE,rSECTToN tt: l'JritrE},SECTIoN t2: MtkMik, NrlNrol
*.*:.13":*$,:i'l:X :i :i: Sffi*-:"g or.rhe sLNq. section 11an,j. beins r" t-lri.ia-i"""iy]"Ii?.SloXittion 12, sit'uate, r-ving
E{CLETfNG Ehat portion conveyed to_Ihe Board. of Count.irccmmissioners oi c"iii"ii"ioiil"l".i',1=_:3:tL.:I_c _-_j
oc c u, eni -
r ". J.a.a.-r.;;iy "; :.i{:: rii. ;:i[ 5Hr:i ";.]i535 as Receprion fVo. ZOOS6e.'f6opy Attached)
.iLsr together wial u1l of Grantors! right, title andr:r:eresi in anc. to aI1 ,"t"i,",lIi!r rights, <iircheserd i:rch righrs used. on "r-i" ;;;;ecrion with the-.ropeiiy, includj.ng, but not-ifril"u ro, aII interestri :he renderf oor 6i ccr, ""J
-s.
i,,,"..81 ". ., lrarer:ttcwed ro ffor+ th-arein_;;;";'r.io.i.v,'lo. t, atr.:riere:-t. i;: the ire:rnon sprinEs ;i;;;.I";" nrr,^"ll_,.'::er al.Io*ea io"ito, tn-ereii-";;:;,.r:l:.;li fi;1,!, o,alL inierest in the Mesa Ditch-:';;.2.0 c.f .s. cf waterellcwei ro flow rhere_in unoer"priI.i., *o. 2, allrnrerest i:r il-.e Lone SrEr rlt.f,-uij-r.51 ..f.s, of:-;;";"ui,:*:.,.: flow therei;-;";;; priority No. r1s:iu r,; u. / c....- oi waier allovred to f f o"
_in..ii".ion"Sta: Ditch unCer prioriay *.. -ii"I.a., atl inrerest inll:- "::".ycir Di rch and o.t.or-oit-.ilf rcm Lir:Le .r.Lt"ii' cr""x, und water rights
Part X. Property Owners
John & Phyllis Hyrup 3312 County Road 306 Parachute, CO 81635
Part XL Mineral Owners
John & Phyllis HyruP 3312 Counfy Road 306 Parachute, CO 81635
Noble EnergYr Inc.
1625 Broadway, Suite 2000
Denver, CO 80202
Hyrup CO2 Treater
Parachute, CO
Pre-engineered Metal Building
Bid Specification
Signed By:
Title:
Company:
Address:
Phone:
Contact:
Signed By:
Title:
Scott Schamp
Bid Submitted By:
o
il.
DpErxrnoNs
a. The term AContractorG shall mean the successful bidder and/or his
subcontractors, agents, or representatives.
b. The term ACompany@ shall mean Noble Energy, Inc., it:s agents, representatives,
and Inspectors.
c. The term AlnspectorG shall mean the duly appointed, authorized representative of
the Company.
d. The term AProjectG shall mean the work associated with the Hyrup CO2 Treater
Project.
INrrNr oF SPECIFICATIoNS
The specifications set forth herein cover major items of concern to Noble Energy.
Upon awarding of the bid to a Contractor and subsequent signature of Noble Energy,
the following Specifications contained herein along with the Master Service
Agreement will become the working contract for the Project. Any items not covered
fully herein shall also be of sound engineering design and construction and shall
conform to the legally authorized, nationally recognized codes applicable to such
items. Contractor is expected to comply with all applicable regulations. No
omission in these specifications shall be construed as relieving Contractor of his
responsibility to perform work and fumish material in accordance with sound
engineering practice.
Noble Energy, Inc. reserves the right to select the bid that best suits this project,
even though it may not be the low bid, or to reject all bids.
PRorpcr Scopp
Pre-eneineered Metal Buildine
i. General
Contractor shall design (as required), supply, deliver, and erect the
following:
X 60'wide x 100'long x 16'eave height Weather-tight, thermally insulated
building shell, provide an adder for a 10' x 20' x 14' eave height wing
unit. (see layout) Please include as an adder the cost to extend the eave
height to 18'.
u.
I.
X Pre-engineered Metal Building, clear span, Rigid Frame, Gable roof,
2:12 slope,with framed (as necessary) roof and sidewall penetrations as
shown on the enclosed layout drawing. Several smaller penetrations will
also be required for miscellaneous 3" and smaller piping' Final
Penetration design will be made before releasing the building for
fabrication.
X Exterior wall and roof sheathing24 gauge (min) pre-finished Desert Tan,
suitable for -40 1F to 100 1F ambient temperatures
X Snow Load: 30 PSF, Wind Load: 100 MPH
X 4" thick blanket type fiberglass insulation with vinyl facing for all walls
and roof area within building
X Three (3) 3'wide x 7'high insulated, single leaf, industrial type, | 314"
thick, ful|flush, 18 gauge doors with fitted hardware, closures, threshold,
panic hardware, check chain, upper half glazed with wire check safety
glass (see layout drawing), provide additional door for wing unit as an
adder
X Two (2) 12' x 16'high, insulated, roll-up steel door assemblies with chain
operators
X Three (3) 4'wide x 3'high insulated, horizontal sliding window
assemblies, with scfeens, provide an additional window in the wing unit
as an adder
X Continuous 9" throat ridge vent assemblies running east to west along the
entire building length with screens, and dampers with chain operators
located at floor level
X Rain gutters and downspouts(all comers) for both sides of the building,
provide gutter and downspout for wing unit as an adder
X All hardware required to assemble the building and install the accessories
X Foundations, including perimeter grade beam, 6" gravel floor in main
building and an adder for a 4" concrete floor in wing unit, with all anchor
bolts and an anchor bolt setting diagram. Provide adder for 4" concrete
floor throughout the main building
X Sheet metal flashing between framed building penetrations and insulation
on penetrating equiPment
X Three (3) sets of Anchor bolt setting, building layout, and building
erection drawings required for approval
X Contractor must execute a Master Service Agreement with Noble Energy,
and provide Evidence of Insurance, Safety and Drug Policy Compliance
prior to any contract award.
ii. EngineeringSpecifications
All engineering design and modifications shall conform to the specifications
contained herein and shall also comply with all current and applicable
federal, state, and local regulations-
IV.
iii. ProjectDocumentation
Contractor shall supply Noble Energy with 3 sets of all Vendor instruction
books, parts lists, etc. for those items that the Contractor supplies for this
project as well as all documentation regarding code compliance'
iv. Schedule
The project must be completed no later than 31-Mar-2006. Contractor shall
provide a schedule for building fabrication and delivery, which will be used
by Noble to set the start date for the building installation.
All questions concerning this quotation should be directed to Scott Schamp
at (303)451-7374.
CoNrRacroR:s RESPoNSIBILITY To INFoRM HttvtsEI-r
It shall be the responsibility of the Contractor to inspect and become familiar with the
site of the proposed Project, and to acquaint himself thoroughly with all conditions
likely to be encountered in performing the work. Noble will provide a level site for
the building installation.
INsurrrclBNT INSTRUCTIoN
If, in the opinion of the Contractor, any work shown on the Drawings or called out for
in these specifications is insufficiently specified or specified in such a manner as to
make it impossible for the contractor to produce first class work, he shall refer same
to the Company before proceeding with the work.
CHeNcE Onosns
a. Company may, without invalidating the Agreement, request extra work or make
changes by altering, adding to, or deducting from the work. Contractor will be
furnished a written change order for each change.
b. No change, alteration, or deviation shall be made without a written change order
signed by both Contractor:s representative and Inspector. No claim for extra cost
or deduction shall be valid unless supported by a written change order.
c. Invoices for payment of extra work and changes shall be accompanied by the
written change order and documentation detailing material, labor, and equipment
charges.
V.
VI.
VII.INspecroR
The Inspector shall, at all times, have access to the work for the purpose of inspecting,
testing, and insuring satisfactory completion of the work. The Inspector may decide
on the amount, quality, acceptability, and fitness of the work and material utilized in
the work to be performed by the contractor.
CoNrRecroR: s REPRESENTATIVE
Contractor shall have a designated representative on the job site at all times when
work is in progress. Notices given to the Contractor:s representative shall be
considered as having been given to the Contractor. The Contractor:s representative
shall have available on the job copies of the plans and specifications. The Contractor
shall advise the Company in writing of the name, address, and office telephone
number of the Contractor=s representative.
GRRoNS, LMES, SURVEYS, AND LEVELS
The Company shall establish property lines, any necessary restrictions, and bench
marks. All other grades, lines, and levels shall as necessary be the responsibility of
the Contractor. Contractor shall preserve permanent Company survey corners,
elevation station spikes, and all survey markers'
CoNsrnucrtoN FACILITIES
The Company will not be responsible for providing shelter, food, water, medical
attention, sanitation facilities, or transportation for the employees of the Contractor or
approved subcontractor.
CoopsRetloN BETwEEN CoNTRACToRS
a. Company reserves the right to perform other work on its premises and to let other
contracts in connection with work not contracted here. Contractor shall cooperate
with Company or other contractors in the reasonable execution of their work and
will undertake to coordinate his work with others.
b. Company reserves the right to let all or part of the work specified herein to any
contractor or contractors as is determined beneficial to the Company.
c. Contractor shall keep the premises where work is being performed in a neat,
clean, and orderly condition. On completion of the work, Contractor shall clear
the premises and dispose of waste material and debris in a manner satisfactory to
the Inspector. Contractor shall haul all materials belonging to the Company to a
storage site or the nearest shipping point as directed by the inspector. Contractor
shall remove all of his equipment and material after completion of the work.
VIII.
x.
x.
xI.
oo
o
o
o
Kshua Venur€s, LLC Noble Enoery, lrc.
Amlne Treatd BdldlrE
lnlialatlon Proiecl
Bid TabulatlonE
Rckv Mount.ln Stld TPI lndBul.l
Jrrn Ru&h ontacl: Shewn Wellrco
6nor 0r0{70{478 970-213i1a12
A
t
?tI
BUILDIGNG
t std Buldhg F.O.8, Psachut€. Colorado
)vcficad DoE
nstallon
i68.9m.OO
$6.5U).00
s7,800.00
t1.950.00
s66,703.35
$0,o44.00
t7,2S8.0O
lncludad w/ Buldhq
Sublotal,$85,150.00 s83,045.3s
B
1
2
3
l
BUILDINS ERECNON
Manpo,tr and EquiPment o Eroct
Tomporary Ulllll€s
Supervlsim
038,000.00
s20,000.m
s3t.2m.oo
Ri r5(l 00
934,356.00
Nol lncfudtd in Bid
Not lnclded ln 8ld
Nor lndudod ln Bld
Subtotal=$103,7.to.00 $34,356.00
c
1
2
t
PRE.CONSTRIrcIIOil SITE WORK
3ile Excavadon
3uldhg Exc8v6thn
1^^d.t. Fmim Fdhdatlm
$8,5m.O0
$39.0@.00
s3c txlo oo
Not locluded in Bid
Not lnclrdod ln Bld
Not lnctrjdcd ln Bid
Subtold=s84.5m.00 90.00
D affiRT-meffi SEltiriLDl|.ro HEIGHT
ro tt'wr r0' DooRa $4,5sO.OO $5,285.01
Subtotd'$4,s50.@ $5,285.91
E ADDER FOR WALKOOOR w' WNDOW
OUTTERAND DOW!3PqUI $7,83O.0O $7,573.69
Sublo(d.$7.830.00 37.573.6S
F
^ODER
FOR'INCH
GONCRETE SLAB $42,000.00 Nof locllded in Bid
o
roralvvlrH rAx{2.}16l
BD TOTAL UNfi ADDERTI O AND E wlTH
rAx
ED TOTALWTH STTEWORfiADOERS D,
E ANDF
dD TOTAL WITH STTE II'ORIq UIlL'rlEs
ANDSUPERI'ISION
EoNUATED COI,IPLEIION OATE
tt23J,ao.oo
3ts6.620.00
3t71.620,00
$r!!Ig,C!
3l't 9.009-07
fi13.0a2.20
NA
NA
'lo-12 wr.It lor b{lldlne dr$vd
3 waalc ,or corttucHon
ErclElon.:Wiid ratar, Jlo
,EffIng, pormltho, u36 tax.
'dndatlon mghGrttrg, EoIs
.e!tlng. 8wGylng. sitr work,
trEval. sxrp, boltr, coffiois'
roffit, man3sd, sts6 front, lhor
)on l, olcctrtcal. PlumbkE.
nsa$rE, @oling, sadlatlm ryld
msto contahef,
B. StBal Rmf and W€tl ffil Roolanowal
tzi r,Ffignod openkE lr l? x 10 fram€d oPerdno tor
I x 7 WaU( Oon3 w, Psic
mrd\i,aE
l(r3o lhemopan! wlndM w
,cre€m,4030 ssf-frmhg
trakdm w/ widd, PanlcE ard
R"11 \Mrlt vlry' imulaDon t' Rl3 lNlation
:OMMENTS
tt?.loztzoae 16:55 FAX 970 330
o
242 5 TPI t4 O0 1 /00 6,rE
TPI INDUSTRIAI- lNG.
2471 River Road, Bldg A
GRAND JUHGTION, GOLORADO 81606
9?0-2434642 g7ofl424330fax
Proposal Eubmitted To:
Nartc; l(lhuna Venturesstraa* 380 lntslod<en Cresoent' $uite 770
Clty/State: Broonrfidd, Co 80021
Phone: (303)451-7374cdl: (3og;496-72r,
Fa)fi (30g)451'7394
AtUr: Dan Lebewik
E"mgll: danlebewitz@kahunnrcnUreg'com
TPI lr pleatod to propooe tho lollowing:
supply necossary rrnp**i, "lrinr*3"d metorhtto trect a 60'x100'x18'-6" prs-englneered B&c gte6l bulldlng as
ouilined in ths attached quote dated Wo9'
Exclu5loni:
Wnter rates. site plenning, Fermhdng, use bx, foundatlon engirreefing. soils taating, surveying, Sile nOrk' grav6l' AnfiOf
bolts, oonoreie, Eomt, mansard, store froni, liner panJl, electrlcal, ptumuing, heatlng. coollng, sanitation snd wast6 cutainar'
Ail matcld h guaier,rfpgd lo ,e t9 spr6fio4 tfu abovo vfirt< to b lr,ilofirad h &w,/ence wtth the dflwings Et d apectttcaltons eubmittcd lot tto slpva
^r":::::::::ffi";,*.n-ii;,j;lii,u,lno,"onrneand6z/100.'.+**Htr,..{,,H,.}.,.Do,are
lgth p'yments to be made as foltowa: s12,97.l.45 dua on accsptance, balanoo due aB drawg on the 15th and the 31st of
Bach month until comPleted.
Any altcnuon u dtvldlan trutt ebora spcciricdbn s ird,uttiBt oxtfa cosra wll b exe(lut?d otty upo wiltea orde$ aN util ba(r,mo on exln cl7E,Be ovet
ard door/e lrro orrrmrtl. n ,iiii*ti ,*tiigrnt upon oftii(oo, eutdonls or delays tr|vq/,rd TPI conal/. Amet lo canv frn tnd olhe? rpcostril
lnauance vpon tDom wodr. ttt/d$tr, c{Jnlr,nsarion aN lnuiaraeu,ur€ oa alore '.c* b bo trkan od by TPI- This Ppla$ol may be wilmrcn tl tt9l
aif',ptarl tn' ? Oaya. Mual lalo Acnnry Ol aiael Wtthh fiO dryt ol dcpo{tf tte,(e q st'el pilc' fiey M su4lec{ lo
'ncr?ssi'
7'trlb
The above prkes. specifiGrhnE and condtilons are satisftctory and are hereby accspted. TPI ls zuthorized to do theworlt
as specllled. All paymenls wlll bc made as outllncd above'
Locatlon of Work:
Name: Noble Energy
S:tr66l:
clty/state: Paraehute, co
Dat6: znno
Propoeal# 2006€0S
erojecu Noble Energy - Hyrup CO2 Bldg
Dats '.-Signature:
pteaea iifi-iffiffiil-to rR. xsep coPy br yrut rscotts'
Typographrcal and drtcal onors era subfecl b aotrEdloft'
ACCEPTANGE
o
o
24202/02/2006 1B:55 FAx s?0 5330 TPI
2471 Rtver Road' Bldg A
GRAND JUHSTION, CO 8'1505
t6002/00 gaa
ls7olzl3lfi,,2
(970) 2/12-5330
ail06
Blds
o @ffi%@
BurtDER: TPI IHOUSTRLAL, lNC,
PROJECT:
PROPOSALfl
PHONE:
FA(
CELL:
200&809
(303) 451-7374
(303) 451-73e4
(303) 40&723S
OPOSAL
QTY Type I Pit_ch litidth Lenoth rve HT Bay Spaalng EndwallType
1 2:'|2 60'100'Ifl-6"4@25',2. P&B
eslon I
Roof:
Kvnarcolored, GA:24
tAlall:
Kvnar colored. GA:24
fiiil-
lolor8d
2
J
3
4
{00'
,0
1
Acca*oriet lncludod!
Total ateel buildlng cost F.O.E.Parachute. CO
4', (Rl3) roof end 4' (R13) $/Ell metal bullding insulation
2 - l2'x14'Wayne Dalton lnsulated coll door w/ chain oparatorc
Sales tax 2.90% (etate)
Manpowar and equiPment to erect
TOTAL PRICE
12'x10'framed opsnings for overhead doors
framed opsnlngi lor windotns
4030 therm@ane sllding sash wlndowa d soeens
3070 eelf-framing rrnalkdoors w/ wlndory opanlng, panhs and closers
guttera and dorncpouts both sklewalls
6. ddgevant w/ Bcfiiane tnd d8mpeF with fiein operetors located at floor level
penetatlon framed openhgs on walla including bim to flash opalingi
4t4' penetratlon framed openlng on roof inoluding trim to fiash openhg
-l6c,7ot.lt
- $7,298.00
" $9,04,4.00
02,408,32
-$34,356.00
1119,800.E7
Adds:
Reise eave height to 18'-6'and replaca 14'coil door with 3am€ typ€ 10'coil door
1 O'x2011 4'l1 5'-8' I S attechment wlth: 20' gutter and dovvngpout.
walkdoor w/ (wlnclow openlng, Panio and oloser. 4030 windgf), and 4'insulatio4;-
Partition Oetrreen bldgs to remain,i lrctfrtf tch cqrrc*r? v?/
'146
t^ t'(V
Nnln. Artds lhetude salee iar end lnetalletion. and are not inoluded in ihe TOTAL PRICE,
$5,28Ii.91
rr,573.69
ffi
UVlntsr raleg. slte ptannlng, permltflng, uce br, foundellon englnaerlng, sollr tertlng, surveylng, alte uork, gravel, anchor bdE, concrete,
6pffl! mansad, riore front, ilner pand, alect lcel. plumblng, heafng, coollng, eanitation end wsBl8 conhiner.
NotDsl
xuots vafid for 7 day! onty, Murt hko delh€ry d 6tegl wlhln 180 dayr ol d€poslt dab o] $leel pr,ca may be a;Uect to lncoace, Pdoa fiay vary
tcpcnding on civ or county rrqurgmeob. Pico may be adlust9d dapqndlng on *lte acc€sc and 3\ialtablllty ot pott sr.
Pavment Torms; l5% down. balance as agreed'
and clerlcal errorc are subJect to cornoctlon,
Plaasc lnitlal and rcturn orlglnal to TPI lndustrial, lno. ' (Pufohasor lnlt/ &, rr'ffi
o
Feb O3 OE OAI l3a
o
JER
o
s70 -9.+P. I 0r0
o
:
:
i
l
'
,
RY RUSCH 7-OS91
or.Fr(:E t70-87&s878 FAX e70-87&5877 EMArr. RMSS@)SOPR!S.NIfl'
Eax c()vERsHEm
DATn 16noo$
nocuqrfi,N:r NIlt4Es
BID$UMMARY 3
SCHT.DUI,E I
TRAN$MITTAL# IOEOI
.toB N0BF.I. [:N]:tt(:Y
Tch DAN LEBDWMZ
COMPANY KAIIUNAVI.:N1'l,Rli:sLL(:
rAXr, 303-{5t-7394
TROM JPRTIY RUSCH
COHUENTS
PA(:FJ;
DRAWING IscoPEc 15
o pl trAstr sFE IhrE AtrrACHEp o.P:rlr)N pAGE wl*lcf,u FoRGoT.lo-sENn You -
Pr FASE CAIJMF rF YOU HAyE ANY TTUESTJ"QNS,oR tF Apn[lpNAl INFORMAJION ls
NEEDED. , ..
o
353 ENST VISTA DRtVIi / SII.T. CO 8I652
o
9?O-9+
DAT]:Tt{tNSCOPI:,WAS PIIOPOS!:D-..- ?t1t?oM
l)Ar1,, tI lls !ic()Hi wAs Al,plt()vtir).........
DA't'r. Tt! lti ticorc wAti coM pl.r.TIrD--......,...-----
'r'H ts scoPR I IPDATILq SCOPT.:lr.-..---..-*-
HAS CLIENT CO BEEN UPDATED..........,.........,
HAS TI IE SI,IRCONTRASIOR Co RRNN 6.SI.IF,D
tNcLUllED tN MASTT,:* CoN',t'tt^(;r.-- r-1
pEscRrPTroN oF uv-QlK
WB PROPOSE TO SUPPLY ADDITTONA AS FOLLOWS:
t) LUAN.'t'o wtTr.r WALK Doo& wrNoow. rNltuLAl'loN, GtJ'rr'tiR ^NI) DowN.. s 7.830,00
3)l8.liAVlioNMAlNtlt,tLDlNcwlTltl6.'|'Al.t,DooRs
3) 4"CONCRUTE$LABTNBUILDINCASPERENCINEEREDDRAWTN(;S..- .......... $ 42.e00.fi)
o
JE 7-OSSI P , "}raFeb O3 OG OBt lrta
Jotl
(:llAN(:]: ORDIlR
ti(:oPE f
DtvlsloN
ARTIA
Dr.r'All.
RRY RUSCH
N')lltJI
I orxl
I ) OrjN$RAl. R|')QUTRI|MI|NTS
o}TloNs
vl:N,X)lt
cLr uN'r' r,ABolL.....-----....--
cl,l l:NT ALl trtw^Ncr----....-
(:!.1 r:Mr sPlK:tA t, ottDt:tLs..
cr,r F.NT MATERIAL.,..---......
(:t.t l:NI' vl:Ntx)r( lilt).-----..*
CLI &:NT ADDEI} OYERHEAD.
( :t.t r:Mr llyfl MATr-...............-
,r lIl
O lyl
at tlll
n00
tl III
o0ll
0.00o
RUSCH
353 EAS'I'VISTA DRIVE / SII,T. CO 81652
oFtjlcu rT0-1r7G5878 lfAX 970-87&587? EMAIL RMSS(4SOPRIS.NUI
EAX COVERSIIEEI
o
97O-S.+7-Ossr
TRANSMITTAL# 10801
.,oB NOBl:t, RNERCY
TO: DAN LEBEWIT,L
COMPANV KAIIUNAVI.:N'I'URII\LLC'
FAX t 303-15l-739,1
rROM JERRY RI.'!JCH
COD!ilEl'lTS
o
JERRY P. I 0/0Feb 03 OG O7t41a
DAT0 UB?OM PA(;ES 3a
DOCUMF:NJIINA|UES
BTDSUMMARY 3
SCHEDULF. I
Sltl:(:li I
DRAWING I.scoPns t5
DAN
P,UtrASF SEEJn{F ATTACHFD Brp PACI(AGF*AS RFOJJFSTtrD .
I APPRTC|ATF THF OPpORTUNJT TO Hlp ON THIS,AND HOPF YOU .q.trIJFer US TO RF -
Ylol,R CoSUTRACT.CIE - .. _
wE AEIF T]-rtr L4EGFST P-EtF-FNGtNEjtrRFn R.t.UlplNG EBI=CTOR_QA| THtr WESTFRN.$LOPF
ANQARtr eOr{ElpFNT WF nAN ntrl |VFR A.PROnr rCT YOr I WU_LRtr HAePY W|TH _
E] FASE qAl r MF rF YOr I HAMF aNY O.UFSTTONS OR rF AnpTTToNALJNFORMAiJTION rS ,NFtrNFN ...
o
Feb 03 06 O7 r 41a
o
JERRY RUSCH
ROCKY MOUNTAIN S'TEIiL
.r0B NOtBril.
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o Part XIII. Fire Control Measures
General. All facility or operations personnel are instructed to:
Be aware of local area fire danger for each day
Location of fire control equiPment
Proper operations of fire control equipment
Emergency procedwes and how to call for additional resowces
l#elding & Hot Work Operations. A minimrrm of one p€rson is dedicated to act as a fre watch during welding or hot
work operations with a fire extinguisher at hand.
. Welding shields are used during grinding operations to prevent sparks from
leaving work area and igniting vegetation'
. Water trucks are used to wet down ground and nearby vegetation, as conditions
dictate.. At the close of each day, personnel inspect the area of welding or hot work
activities for any smoldering debris and any conditions conductive to fires.
Communications. Noble Energy or Contractor vehicles are typically equipped with cellular
communications on board.
In the event of a fire. In the event of a fire, all personnel and appropriate equipment on site will be
committed to fue containment and control.
. The BLM and appropriate fire authorities willbe notified immediately.
. Direction of fire control efforts will be transferred to appropriate fire fighting
agency personnel upon their arrival on site.
oo
ffi&:ffi TtETNFETDER
GEOTEGHNICAL INVESTI GATIO N
HYDRUP COMPRESSOR FACILITY
NOBLE ENERGY SITE
PARACHUTE. COLORADO
December 27,zOAs
Copyriqt* 2OO5 Kleinfelder. lnc.
AII Rights Reserved
Unauthorized use or cooying cf this document is strictlv orohibiled.
Contact Kleinfelder, Inc-, if use or copying is desired by anyone other
than the Client and for the project identified above.
ffi Ki-E;F-r FEt"[--]ER
December ?7,2445
File No. 63441
John Rheinheimer, P.E.
Director, Client & Proiect Services
Kahuna Ventures, LLC
380 lnterlocken Crescent, Suite 770
Broomfield, Colorado 84021
Subject: Geotechnical lnvestigation
Hydrup Compressor Facility lmproveme nts
Noble Energy Site
Parachute, Colorado
Dear Mr. Rheinheimer.
Kleinfelder is pleased to present the results of a geotechnical investigation for the
proposed improvements to the Hydrup Compressor facility located near Parachute,
Colorado. Our work consisted of subsurface exploration, laboratory testing, engineering
analyses and preparation of this report.
We appreciate this opportunity to be of service to you, and look forward to future
endeavors. lf you have any questions regarding this report or need additional
information or services, please contact our office.
Respectfully submitted,
KLEINFELDER, INC.
David l
Senior
H. Adams, P.E.'
Professional
Rev. By: SCS
DHA/xr
Enclosures
634411DENsR181
Copyright 2005 Kleinfelder, lnc.
lil i t;'.li l l l)H: ;11 i ( ,)ri),rr.ltl,l ifr ii, !.ijjt(r,ILl,,r:. I i r il{).iiji
December 27.2AA5
6ffi xtEtNFEtDtR
TABLE OF CONTENTS
SECTION PAGE
1 INTRODUCTTON """""""""1
1.1 GENERAL """ """"""1
1.2 PROJECT DESCRIPT[ON........... ' """"1
1.3 PURPOSE AND SCOPE............ """"2
2 FIELD EXPLORATION AND LABORATORY TESTING .-...."3
2.1 FIELD EXPLORATION """ """""'3
2.2 LABORATORY TESTING.,.., ........ ..3
3 SITE CONDlTloNS........... """"""""""4
3.1 SURFACE ' -""" ' '4
3.2 GEOLOGIC SETTING ""' " ' """""4
3.2.1 Seismicity. """"' """'4
3.3 SUBSURFACE.. . .... """"""'5
3.3.1 Overburden............... """"" """5
3.3.2 Bedrock.... ' """"5
3.3.3 Groundwater..........'.' """"5
4 CONCLUSIONS AND RECOMMENDATIONS .'.'...."""""""-6
4.1 GEOTECHNICAL CONSIDERATIONS .. . .... 6
4.2 CONSTRUCTION CONSIDERATIONS .".......6
4.2.1 General "' ' """""6
4.2.2 Excavation Considerations.'. """6
4.2.3 Cut and Fill Slopes " """"'7
4.2.4 Suitability of Site Soil ...... """"""""""7
4.2.5 Site Prefaration ""'. """""7
4.2.6 Corrosion "' ' ' """""8
4.2.7 Construction in Wet or Cold Weather... """""8
4.2.8 Construction Testing and Observation-.-.....' """""""8
4.3 DRAINAGE AND LANDSCAPING ...'"......" .....9
4.4 FOUNDATIONS..,. .. '...-. - '.9
4.5 RETAINING STRUCTURES..., .""..... . . ..10
5 ADDTTIONAL SERV|CES.......... ..-.--..--12
5.1 REQUIREMENTS FOR ADDITIONAL SERVICES ...". ....."...12
5.2 REVIEW OF PLANS AND SPEClFICATIONS .............. ....-..-.-...--.-..12
5.3 PREBID AND PRECONSTRUCTION MEETINGS ..........12
5.4 CONSTRUCT1ON OBSERVATION AND TESTING ,..,.,.. . . ..., .. ..13
6 L|MITAT|ONS............ ..----..-14
APPENDICES
Site Plan Boring Location Plan
Logs of Exploration Borings
Laboratory Test Results
63441/DEN5R181
Copyright 2005 Kleinfelder, lnc.
ht1
C
Page I of i December 27,2005
ffi rLIrNFELtf FR
INTRODUCTION
1.1 GENERAL
This report presents the results of a geotechnical investigation for improvements to the
Hydrup Cornpressor facilrty located in Garfield County near Parachute, Colorado. An
attached Vicinity Map (Figure A-'l) shows the location of the project. Our investigation
WaS performed for Kahuna Ventures, LLC, and was authorized by Mr. John
Rheinheirner.
The report includes our recommendations relating to the geotechnical aspects of project
design and construction. The conclusions and recommendations stated in this report
are based on the subsurface conditions found at the locations of our exploratory borings
at the time our exploration was performed. They also are subject to the provisions
stated in the report seetions titled Additional Services and Limitations. Our findings,
conclusions, and recommendations should not be extrapolated to other areas or used
for other projects without our prior review. Furthermore, they should not be used if the
site has been altered, or if a prolonged period has elapsed since the date of the report,
without Kleinfelder's prior review to determine if they remain valid-
1.2 PROJECT DESCRIPTION
We understand that improvements to the facility will include a vessel, reboiler skid, and
compressor building. The vessel will be about 60 feet in height and 4 feet in diameter
with a weight of approximately 75 kips. The reboiler will be mounted on a 2O-foot by 40-
foot skid with a weight of about 50 kips. We assurne the cornpressor building will be a
lightweight metai enclosure.
lf the proposed construction description and loading vary fronr that described above, we
should be notified to re-evaluate our recornmendations.
63441iDEN5R181
Copyright 2005 Kleinfelder. lnc
Paae 1 ot 14 December 27 2OA5
ffiffi TLETNFELDT:R
1 3 PURPOSEANDSCOPE
The purpose of our investigation was to explore and evaluate subsurface conditions at
the three structure locations and, based on the conditions found, develop
recommendations retating to the geotechnical aspects of project design and
construction. Our conclusions and recommendations in this report are based on
analysis of the data from our field exploration and laboratory tests, and on our
experience with similar soil and geologic conditions in the area.
Kleinfelder's scope of seruices included:
u A subsurface exploration program consisting of 3 exploratory borings drilled at the
locations shown on Figure A-2.
. Laboratory testing performed on selected samples obtained during exploration to
evaluate pertinent engineering properties including moisture content, dry denslty,
swell/settlement, gradation analysis, Atterberg limits, pH, water-soluble sulfates, and
resistivitY.
" Evaluation and engineering analysis of the field and laboratory data to develop our
geoiechnical conclusions and recomnlendations.
" preparation of this report, which includes a description of the proposed project, a
description of the surface and subsurface site conditions found during our
investigation, our conclusions and recommendations as to foundation design and
related geotechnical issues, and appendices which summarize our field and
laboratorY investigations.
634411DEN5R18',l
Coovriohi 2O05 Kieinielder. lnc
Page 2 of 14 December 27.2445
ffiB xLEtl\ir'ELDElt
2 FIELD EXPTORATION AND LABORATORY TESTING
2.1 FIELD EXPLOMTION
A field exploration performed on Novernber 14, 2005 included drilling 3 exploratory
borings at the approxirnate locations indicated on the Boring Location Plan, Figure A-2
to the maximum depth drilled of 20 feet. The boring locations were staked in the field by
others prior to drilling. All borings were advanced using a truck-mounted CME-55 drill
rig equipped with 4-inch continuous-flight, solid-stem auger. Relatively undisturbed
drive samples were obtained during exploration using a modified California sampler
(2.S-inch l.D.) driven into the strata, with blows from a 140-pound hammer falling
through a 3g-inch drop in substantial accordance with local practice' The blows
required to drive the sampler O inches were recorded. This blow count is an indication
of the relative density or consistency of the strata.
Appendix B to this report includes logs describing the subsurface conditions. A legend
to the boring logs including a summary of the Unified Soil Classification System used to
describe the soils is presented at the front of the appendix. The lines defining
boundaries between soil types on the logs are based on drill behavior and interpolation
between samples, and are therefore approximate. Transition between soil types may
be abrupt or may be gradual.
2.2 LABORATORY TESTING
Laboratory tests were performed on selecied soil samples to estimate general
enqineering properties. The following tests were performed in general accordance with
local practice and recognized standards-setting bodies:
Ciassification of Soils for Engineering Purposes
Unit Weight and Moisture Determination
Sieve Analvsis of Fine and Coarse Aggregates
Liquid Limit, Plastic Limit, and Plasticity Index of Soils
One {limensional Swell-Settlement
Water Soluble Sulfates, pH, and Resistivity
Selected results of the laboratory tests are shown in Appendices B and C.
63441tDEN5R 181
Copyright 2005 Kleinfelder, lnc
Page 3 of 14 December ?-7,2AO5
ffi xLETNFEIDER
3 SITE CONDITIONS
3.1 SURFACE
The compressor site was situated on a mesa above the Colorado River valley
approximately 12 miles south of Parachute, Colorado at about elevation 5880 feet- The
ground surlace topography had been terraced to accommodate the existing equipment
and sloped gently to the north. The maximum elevation relief across the site was
estimated to be less than 10 feet. There was no vegetation and the site was covered
with gravel. The existing facility included tanks, compressors, risers and other
equipment.
3-2 GEOLOGIC SETTING
The site geology as mapped by Ogden and Tweto, 1979 consists of Paleocene age
beclrock of the Wasatch Formation and older gravels. The Wasatch Formation is
generally described to consist of claysione, mudsione, sandstone, and conglomerate.
No geoiogic hazards were tdentitied that would srgntficantly irnpact site development.
The site soils are susceotible to erosion. All permanent cut and fill slooes should be re-
vegetated or protected by other means. Surface drainage should be designed to divert
runoff from slopes or direct runoff into properly designed drainage features.
3.2.1 Seismicity
We believe the site can best be classified as a Site Class C profile according to the
2003 lnternational Building Code (lBC). The following table presents the site class, site
coefficient and the mapped spectral accelerations for short periods (Ss), and a 1-second
period (S1)for the proposed site.
53441iDEN5R181
Copyright 2005 Kleinfelder. lnc
Page 4 of 14 December 27.2005
HffiH xLEtNFEtDTR
3.3 SUBSURFACE
The general subsurface profile encountered in our borings consisted of 3 to 10 feet of
overburden soils overlying shale bedrock. No groundwater was encountered during
drilling. The subsurface profite is discussed in greater detaiiin the following sections.
3,3.1 Overburden
The overburden materials appeared to be colluvial soits that classified as sandy clay
(CL) and contained variable concentrations of shale fragments. The clays had a very
stiff to hard consistency based on sampler penetration tests. Swell-settlement testing
indicated slight moisture sensitivity under conditions of wetting and Iight loading.
3.3.2 Bedrock
Bedrock was encountered in each boring at depths of about 3 to 10 feet, but it was
difficult to determine the transition between the overburden clay and bedrock due to the
hardness of the overburden. The bedrock was comprised of shale and was blocky and
fractured in structure. The bedrock was hard to very hard based on local hardness
classifications. Practical drill rig refusalwas met in the bedrock in Borings TB-1 and TB-
2. Several attempts were made to extend the borings beyond the depths shown'
3 3.3 Groundwater
Groundwater was not encountered in the borings during drilling or when checked at the
completion of all drilling. Soil moisture levels and groundwater levels commonly vary
over time depending upon seasonal precipitation, irrigation practices, land use. and
runoff conditions, especially during the spring runoff. Accordingly, the soil moisture and
groundwater data in this report pertain only to the locations and times at which
exploration was performed. They can be extrapolated to other locations and times only
wiin cauiton.
63441/DEN5R181
Coovrioht 2005 Kleinfeider. lnc
Paoe 5 of 14 December 27.2005
o
ffi TLETNFELDER
4 COHCLUSIONS AND RECOMMENDATIONS
4.1 GEOTECHNICAL CONSIDERATIONS
Kleinfelder found no subsurface conditions during this investigation that would preclude
development of the site essentiatly as conceived, provided the recommendations in this
report are incorporated into the project design. Conventional spread footing and mat
foundations can be used for support of structural loads'
4.2 CONSTRUCTION CONSIDERATIONS
4.2.1 General
All site preparation and earthwork operations should be performed in accordance with
applicable codes, safety regulations and other local, State or Federal guidelines. All
references to maximum dry densities are established in accordance with modified
Proctor, ASTM D-698 unless noted otherwise.
4.2-2 Excavation Considerations
We anticipate excavation will be less than about 4 to 5 feet, since the site appears to be
near pad elevation. Excavation of the overburden soils should be possible with
conventional earthmoving equipment. We anticipate bedrock excavation in the area of
Boring TB-1 witl be difficult and may require rock chisels or light blasting.
All excavations must comply with the applicable local, State, and Federal safety
regulations, and particularly with the excavation standards of the Occupational Safety
and Health Administration (OSHA). Construction site safety, including excavation
safety, is the sole responsibility of the Contractor as part of its overall responsibility for
the means, methods, and sequencing of construction operations. Kleinfelder's
recommendations for excavation support are intended for the Client's use in planning
the project, and in no way relieve the Contractor of its responsibility to construct,
support, and maintain safe slopes. Under no circumstances should the following
recommendations be interpreted to mean that Kleinfelder is assuming responsibility for
either construction site safety or the Contractor's activities.
63441/DEN5R1B1
Copyright 2005 Kleinfelder, lnc
Page 6 of 14 December 27 ,20A5
KffE v.tEtNFELDrR
We believe the majority of the overburden soils on this site will classify as Type B and
the bedrock Type A material using osHA criteria. osHA requires that unsupported
cuts be no steeper than 1:1 (horizontal to vertical) for Type B material and Yt-1 for Type
A materialfor unbraced excavations up to 20 feet in height' ln general' we believe that
these slope ratios will be temporarily stable under unsaturated conditions. Should
groundwater seepage occur, flatter slopes might be appropriate' Please note that an
OSHA-qualified "competent person" must make the actual determination of soil type and
allowable sloPtng in the tlelcl.
4.2.3 Cut and FiltSloPes
Based on our experience with similar site and subsurface conditions, we do not expect
major slope stability problems with cuts and fills, if the site grading recommendations
presented in this report are followed. Permanent cuts in the overburden soils and bedrock
should be designed with slopes of 3:1 or flatter for heights up to 10 feet^ Compacted fills
comprised of the site-derived soils and bedrock to a height of 10 feet should be designed
with slopes of 3:1 or flatter. The ground below the fill areas should be properly prepared
prior to fill placement and the fill constructed as discussed in this section. Both the
overburden soils and bedrock are susceptible to erosion and protection by re-vegetation or
other means is advised'
4.2.4 SuitabilitY of Site Soil
The native overburden soils and bedrock may be used as compacted fill anywhere on
the site, provided they are processed and moisture conditioned as discussed in this
report. Bedrock should be processed into fragments smaller than 6 inches and
lncorporated tnto a soll rnatrlx.
4.2.5 Site PreParation
ln areas lo be filled, the gravel covef should be removed and the exposed native soils
scarified to a depth of at least B inches and moisture conditioned and compacted to the
same specification as the overlying fill. Allfill and backfill should be placed in uniform lifts,
adjusted to moisture content between 1 percent below optimum moisture content to 3
63441/DEN5R181
Copyright 2005 Klejnfelder. lnc
PageT of 14 December 27,2A05
ffi xtEINFEtDER
oercent above ootimum moisture and compacted to at least 95 percent of the maximum
dry density as determined by ASTM D698 (standard Proctor) procedures'
4.2.6 Corrosion
The corrosion potential of the overburden soils was determined by conducting pH.
electrical resistivity, and water-soluble sulfate testing on a sample from Boring TB-3 at a
depth of 4 feet. Test results indicated a pH of 8.1, which is considered slightly basic,
and electrical resistivity of 806 ohm-centimeters. We reconrmend a qualified corrosion
engineer review the data to determine appropriate levels of protection for buried metals.
The concentration of water-soluble sulfates was 0.015 percent. This concentration of
water-soluble sulfates represents a negligible degree of sulfate attack on concrete
exposed to these materials. The degree of attack is based on a iange of negligible,
positive, severe and very severe as presented in the U.S. Bureau of Reclamation
Concrete Manual. The results of the water-soluble sulfate tests indicate that a Type I or
ll portland cernent is acceptable for concrete placed on or into the site soils'
4.2.7 Construction in Wet or Cold Weather
It is important to avoid ponding of water in or near excavations. Promptly pump out or
otherwise remove water thai accumulates in excavations or on subgrades, and allow
these areas to dry out before resuminq construction. Use berms, ditches, and sirnilar
means to prevent stormwater from enterinq the work area and to convey it off site
efficiently.
lf the structures are constructed durinq cold weather. do not install the foundations or
slabs on frozen soil. Frozen soil should either be removed from beneath these
elements altogether, or thawed and recompacted. To avoid soil freezing, minimize the
amount of time passing between excavation and construction. Use blankets, soil cover,
or heating as required to prevent the subgrade from freezing'
4.2.8 Construction Testinq and Observation
Enough field testing and construction observation should take place under the direction
of a quatified geotechnical engineer to support that engineer's professional opinion as to
63441/DEN5R181
Coovrioht 2005 Kleinfelder. lnc
Page 8 of 14 December 27,2445
KLEINTELDETT
whether the earthwork does sr does not substantially conform to the recommendations
in this report. Furthermore, the opinions and conclusions of a geotechnical report are
based on interpretation of a limited amount of information obtained from the field
exploration. lt is therefore common to find that actual site conditions differ somewhat
from those indicated in the report. The geotechnical engineer should remain involved
throughout the project to evaluate such differing conditions as they appear' and to
modify or add to the geotechnical recommendations as necessary.
4.3 DRAINAGE AND LANDSCAPING
Grade the ground surface around the structures so that surface water will quickly ftow
off away from the structure and off the pad. we recommend minimum gradients of 5
percent away from each structure. Roof drainage from the compressor building should
discharge well clear of the backfill zone and structure. water should drain away from
the structures as rapidly as possible and not be atlowed to stand or pond on the pad'
4 4 FOUNDATIONS
After careful evaluation of the subsoil conditions and consideration of the proposed
construction, we believe conventional spread footing or mat foundations are feasible for
support of structural loads. Our evaluation is based on the subsoil conditions, the type
of structures, structure loads, construction costs and our experience with similar
projects. Design and construction criteria are presented in the following sections. The
construction details should be considered when preparing project documents'
. Footings, or mats, placed on the overburden soils may be designed for a maximum
altowable bearing pressure of 3,000 psf' The bearing pressure may be increased
by one-third for transient loads.
. Lateral loads may be resisted using a coefficient of friction for sliding of 0'30 and a
passive earth pressure of 250 pcf. These are ultimate values and appropriate
safety factors should be applied particularly for the passive case.
. We estimate total movement for footings designed as recommended above will be
about one inch. Differential movement is anticipated to be Y, lo Tq of the total
rnovement
, Overturning moments for the tall vessel may be resisted by the weight of the
concrete footing and the backfill above the footing forming an inverted cone on an
6344',1/DENsR181
Copyright 2005 Kleinfelder. lnc.
--Effi
Page 9 of 14 December 27,2A45
&ffi* xLEINFELDER
angle of 60 degrees from horizontal. A unit weight of 115 pcf may be used for the
compacted backfitt.
Exterior footings or footings in unheated areas should have at least 36 inches of
cover above the bearing elevation for frost protection according to Garfield County
specifications.
Footings should have a minimum size of 16 inches for continuous footings and 24
inches for isolated Pads'
+ Any areas of loose of soft soils exposed at
completely removed and foundations extended
foundation elevation should be
to firm material or rePlaced as
engineered fill'
.Thegeotechnicalengineershouldobservefoundationexcavations.
4.5 R.ETAINING STRUCTURES
wearenotawareofanyplannedsiteretainingwalls;however,consideringthevariable
site elevations some minor walls may be necessary. Magnitude of the lateral earth
pressure depends on the natural and backfill soil types and acceptable wall movements'
which affect soil strain and mobilize the shear strength of the soil' More soil movement
results in the development of greater internal shear stresses, thereby lowering the lateral
Dressure on the wall. soil strain and allorarable wall rotation must be greater to mobilize full
strength and reduce lateral pressures for flne-grained soils than for cohesionless granular
soils. Fine-grained soils also tend to exhibit lower ultimate strengths' ln most cases' a
triangular pressure distribution is saflsfactory for design and is usuatly represented as an
equivalent fluid unit weight or pressure'
The design and construction criteria presented below should be observed for foundatton
and retaining walls. The construction details should be considered when preparing
construction documents.
o Retaining walls that are laterally supported can be expected to undergo only a
slight amount of deflection. These walls should be designed for an "at-rest" lateral
earth pressure computed on the basis of an equivalent fluid unit weight of 70 pcf for
backfillconsisting of the overburden soils'
. Retaining structures, which can deflect sufficiently to mobilize the full active earth
pressure condition, should be designed for a lateral earth pressure computed on
53441111EN15R181 Page 10 of 14 December 27 '2045
Copyright 2005 Kleinfelder, lnc'
ffiffi TLEINFEtDER
the basis of an equivalent fluid unit weight of 55 pcf for the overburden soils mixed
with bedrock.
Laterat loads may be resisted using a coefficient of friction for sliding of 0.30 and a
passive earth pressure of 250 pcf. Due to the relatively large movements required
to mobilize the passive pressure, we recommend a factor of safety of 2 to 3 be
uiiiized.
The above lateral earth pressures assurne drained conditions behind the walls and
a horizontal backfill surface. We can provide recommendations and details related
to drainage behind earth-retaining walls if desired.
Fill against retaining walls should be properly placed and cornpacted as
recommended in Section 4.2.5 of this report. Care should be taken when placing
backfill so as not to damage the walls. Compaction of each lift adjacent to and near
the walls should be accomplished with hand-operated tampers or other lightweight
compactors. Over-compaction may cause excessive lateral earth pressures, which
could result in wall movements and potentialdamage to the walls.
63441/DENsR1B1
Coovriqht 2005 K-leirrfelder !nc
Page 11 of 14 December 27.2005
ffiffi xLEiNTELDtR
5 ADDITIONAL SERVICES
5.1 REQUIREMENTS FOR ADDITIONAL SERVICES
ln most cases, other services beyond completion of a geotechnical report are necessary
or desirable to complete a project satisfactorily. tt also sometimes happens that, while
pefforming our seruices, we discover conditions or circumstances that require the
performance of additional work that was not anticipated when the geotechnical report
was written. Kleinfelder offers a range of environmental, geological, geotechnical, and
construction services to suit the varying needs of our clients' This section outlines
some of those services that may pertain to this project. Kleinfelder will be happy to
submit a proposalfor performing any such servtces upon request.
5.2 REVIEW OF PLANS AND SPECIFICATJONS
We strongly recommend that Kleinfelcier be given an opportunity to review the plans
and specifications for this project before they are finalized. Such a review allows us to
verify that ourr recornnrendations and concerns have been adequaiely incorporated in
the design. lt also gives us an opportunity to discuss those recommendaiions and
concerns with other members of the design team so that we can clear up
misunderstandings or ambigurties before the project reaches the constructton stage.
5.3 PREBID AND PRECONSTRUCTION MEETINGS
Contractors often contact us during the bidding proeess to discuss the geotechnical
aspects of projects. lnformal contacts between Kleinfelder and individual contractors
can result in incorrect or incomplete information being provided to the contractor.
Therefore, we recommend that a prebid meeting be held to answer any questions about
the report prior to submittal of bids. lf this is not possible, questions or requests for
clarifications regarding this report should be directed to the Owner or his designated
representative. After consultation with Kleinfelder, the Owner (or his representative)
should provide clarifications or additional information to all contractors bidding the job-
that the Owner.
preconstruction
December 27.20A5
After award of a
the Contractor,
63441/DEN5R181
construction contract for this proiect, we recommend
and the other members of the design team hold a
Copyright 2005 Kleinfeider, lnc
Paae 12 of 14
$FB TLEtNFEtDER
meeting with Kleinfelder's project engineer. The purpose of this meeting is to go over
geotechnical aspects of the project so that all parties have a clear understanding of the
geotechnical issues that affect the Contractor's work and how they will be handled' The
meeting also allows us to set up the communication and coordination needed for
construction observation and testing, and to identify points of confusion or disagreement
that need to be resolved.
5.4 CONSTRUCTION OBSERVATTON AND TESTING
The recommendations in this report depend on the assumption that an adequate
program of testing and observation will be made during construction to verify
compliance with our recommendations. These tests and observations may include, but
not necessarily be limited to, the following:
. Observations and densitv testino durinq site preparation and earthwork
. Observation of foundation excavations and foundation installation
' Observation and testing of construction rnaterials
' Consultation as may be required during construction
Adeouate testing and observation is essential to successfut and economical cornpletion
of a construction project. Testing and observation allow us to verify that our
recommendations are being followed. They also make it possible to identify new or
changed conditions that require us to modify those recommendations. Construction
testing and observation should be scheduled in advance so that our personnel can plan
to be available for the work. lt is also desirable that we receive a set of project plans
and specifications at the time our work is first scheduled'
63441/DEN5R181
Copvright 2005 Kleinfelder, lnc
Page 13 of 14 Decernber 27,2005
&ffi xLIrruFttuER
6 LIMITATIONS
The recommendations in this report are based on our field observations, laboratory
testing, and our present understanding of the proposed construction. [t is possible that
subsurface conditions can vary between or beyond the points explored. lf the
conditions found during construction differ from those described in this report, please
notify us immediately so that we can review our report in light of those conditions and
provide supplemental recommendations as necessary. We should also review the
report if the scope of the proposed construction, including the proposed loads or
structure locattons, changes from that described in this report.
Kleinfelder has prepared this report for the exclusive use of Kahuna Ventures, LLC for
the Hydrup Compressor Facility improvements located in Garfield County, Colorado.
The report was prepared in substantial accordance with the generally accepted
standards of practice for geotechnical engineering as exist in the site area at the time of
our investigation. No warranty is expressed or implied. The recommendations in this
report are based on the assumption that Kleinfelder will conduct an adequate program
of construction testing and observation to evaluate compliance with our
recommendations.
This report may be used only by the client, and only for the purposes stated, within a
reasonable time from its issuance, but in no event later than 3 years from the date of the
report. Land or facility use, on- and off-site conditions, regulations, or other factors may
change over time, and additional work may be required with the passage of time.
Based on the intended use of the report, Kleinfelder may require that additional work be
performed and that an updated report be issued. Non-compliance with any of these
requirements by the client or anyone else will release Kleinfelder from any liability
resulting from the use of this report by an unauthorized party and the client agrees to
defend, indemnify, and hold harmless Kleinfelder from any claim or liability associated
with such unauthorized use or non-compliance.
634411DEN5R18'l
Copvrioht 2005 Kieinfelder. lnc
Page 14 of 14 December 27.2045
APPENDIX A
Vicinity Map and Boring Location Plan
onL,i
ffi xLETNTELDER
o
O
,.,"
t- ' t_;l
.-.
'*n strE
€,'1005 Googk -
A
t{r
il
MAP REPRODUCED FROM GOOGLE. TIJIAP DATA O2OO5 NOT TO SCALE
ffi f":,,L'"X.:S"lDER
VICINITY MAP
HYDRU P COMPRESSOR FACI LITY
GARFIELD COUNry, COLORADO
Figure
A-1
Checked By: D Adqls Drafted By: J. Edwards
Proiect Nurnber-. 63441 Date: November 29, 2005
o
-
VALVEI?JsEFs I nsrn
i;,/
HYRUP 12.11
WELLHEAD
TB-1a
iE
r.
TD-''"A' L/6Hr .....-.-.'--'.*x
O TB-1 = TEST BORING
5co2550#
APPROXIMATE SCALE IN FEET
-----A\---r,/./1 /t \niJ 6ai !\
BORING LOCATION PLAN
HYDRUP COMPRESSOR FACILITY
GARFIELD COUNTY, COLORADO
KLEINFELDER
An emPloyee owned comPony
Number: 63441
?R
RISEES
LTGHT...-i-
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$&* xLEINFE! DtR
APPENDIX ts
Logs of Exploratory Bonings
nL-/nL/
LEGEND
SYMBOLS
BULK / GRAB SAT4PLE
MODtrIED CAIIFORN]A SAMPLER
{2.5 inch inside dianreter)
STANDARD PENETRATION
SPLIT SPOON SAMPLER
(2.0-inch O.D. X 1.4-inch I-D )
SI{ELBY TTJBE
(3 inch outside diameter)
BDBGM SIZE CORE BARREL
(1.6s-inch I.D.)
RW44 SIZE CORE BARREL
(1.875-inch l.D.)
HQ.3 SIZE CORE BARREL
(2,4-inch LD.)
WATER LEVEL
(level rvlrere first ellcountered)
WAIERI,EVEL
(level atier comPletiott)
GENERAI- NOTES
I Lites separatins strata on tbe iogs reprffint approxlmate
boutxlaries onlY. Actual transitions may be gradual
2. No waranly is provided as to tbe coDt'nuity ofsoi] cr rock
r:ondilions between indi'-idual sample loations'
3. Logs represent general soil or rock condilions observed at the
point of explontion on the dale indicaled.
4 ln general, Unified Soil Classification designatitrns presented on
the Iogs u'ete based on visual classifimt'on in ihe field and rvere
n:odificd lvhere appropriare by visual classifications in the o[fice'
andor laboratory grada:ton anC indcx properr.Y testing'
5. NV = No Value; NA = Not AnalyT-ed; NP = No Plasticity
6 Exp = percent erpansion unde; defined surcharge pressure.
7. Com = Percent compressiDn under defined surcharge pressure
8. 50Di indicates number o[ blorvs required to drive the indenlified
smpler X inclres witb a 140 lb hammer falling 30 inclts'
OF SYMBOLS USED ON BORII{G LOGS
USCS
SYMBOL
SOL
DESCRIPTIONS
LOG
ffi
I
T
m
rift
Hil
il]I
ul'l]
ffi
Y
Y
Note: Frne srained soils lhat plot within the hatchcd ?'rea on the P-lasliciry Chan'';il ;;f;,;;;;i;;,1' ;,,'h hetsecn 59i' and t2e6 passrng rl)e-N-o 20o sieve
'l["r,iJii,r't'sls;;;;b;i'. i. . cwcr'l' cp-cr'a, a-w 9.'' GP-cc' cc-cM'
SW.SM, SP.SN'I, SW-SC, SP.SC' SC-SM,
q 1.'\GW
WEI-L-GFADED GRAVEIS, GM\EL'SAND
MD{TTIR.ES WIIH LITTLE OR NO FINES
:0.'ol GP
POORLY.GRADED GR^VELS, GMVEL-SAND
MDIURES WITH LITTI,E OR NO FINES
C
)
GM SILTY GRAVELS, CRAVEL-SILT.SAND
MIXTURES
CL{YEY GRAVELS, GRAVEI-.SAND-CLAY
MIXTURESGC
SW
WELL-GRADED SANDS, SAND-GRAVEL
MIXTURES WIT}] LIT'fLE OR NO FINES
SP
POORI-Y.CRADED SANDS. SAND-GRAVEL
MIXTURES WITI'I LITTLE OR NO FINES
SM SILTY SANDS,
S/L\DGRAVEL-SILT MIXTURES
#,SC
CLAYEY SANDS,
SA}ID.GMVEL.CLA.Y M]XTURES
IvfL
INOITGANIC SILTS &- VERY FNE SANDS,
SILTY OR Ci-AYEY FINE SANDS'
iu,v.v srLrs wtrH sLIGI'tr PLASTIcITY
INORGANIC CLAYS OF I,OW TO MEDII'M
PLASTICITY, GRA\ELLY CLAYS,
sA].rDY cLAYS, SILTY 9!4f-s,LBN C!4YS
,%,
///l CL
OL ORGANIC SILTS & ORGANIC SILTY CI,AYS
OF I-OW }'LASTICITY
NORGANIC SILTS, MICACEOUS OR
DIATOIV,ACEOIJS FINE SAND OR SILI'MI'I
11
CLI
INORGAN]C CI,AYS OF HIGI{ PLASTICITY'
FAT CLAYS
CLAYS'IONE
%,l
INTITRIEDDED SANDSIllNE7CLAYSTON
Si'TNDSTONE
I
SILTSTONE
l-11 .t-
BORING LOG TEGEND
Hydrup ComPressor FacilitY
Garfield CountY, Colorado
ffi KLEINFELDER
Drafted BY: R. ReYes
Daie: 11!3U2A05
HI
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Location; See boring location plan Date Started: 1111412005
Groundwatar (ft). No Free Groundwater Encouniered
DateCompleted. 1111412005
Drilling Company: Dakota Drilling Equipment: CME-55 Logged By: C. Gilleti
Hole Diameter (in): 4 Drilling Method: Solid Flight Auger
HammerType: Cathead Total Depth (ft): 4.0
t0o^
oEOo5
=>o
-qoLilO
ool
Eo7ag
o
DESCRIPTICN
FIELD LAEORATORY
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=9oc():
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OF ->!d;
=6-ipccqooaoo-d
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o
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d
o9
_EOa6
0-*
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o?6'Aooa6No-+
Ee,
=.o
Surface Condition: Grayel lot
CLAY (CL): gravelly, very stiff, moist, very
lighl brown
SHALE BEDROCK: very hard, moist, light
brown
5
10
l5
za
Refusal at 4 ft.
--.1
l
Hffi KLETNFELDER BORING LOG
Hydrup Compressor Facility
Garfield County, Colorado
BORING
TB1
Paqe 1 cf 1
Drafted By; R. Reyes
Date: December.2005
Projecl Number:
6344 1
Copyright Kleirrelder, |rc. 2oe5
)a
-
Date Staned:
Daie Completed:
Logged By:
Total Depth (ft):
11t14t2005
11t14!2005
13.5
Location:
Groundwater (ft)l
Drilling Company:
Hole Diameier (in).
Hammer lype:
See boting location plan
No Free Groundwatel Encountered
Dakota Drilling Equipment:CME-55
Driting Method: Solid Flight Auger
o
oCO.o9a!
.lg oIJJ O
oJ
6,9Eo-o
DESCRIPTION
F]ELD LAEORATORY
azo
=g
U)
,3
:gocol
oh0a
@o
F
oa
EGa
bCa,
A= -f,Iga
cc@ooooo_0,
o
-cCooo
,r
^l r.gsl E r 5s;l 5; .?Jol r, .Y.= cl I | 6ssl 5l#
I
l-
6l '
s,9l q,,*
@',;l @ c
Iovl PNr +, [:tt
bec@x.o
Suriace Condition: Grave, lo1
p
,E
-q
zI
dotts
J6
to
oultl
<)xl;tf,ldlol
o
5
l0
l5
).0
CLAY {CL): sandy, hard, rnoist, light brown
10 tan
SHALE BEDROCK: very hard, nroist. tighl
brown
MCAL
tirrlltltrlttllllrtlrrlr
,.lr,ol"rl,nllllllillrillll'lillltlrrlrlltlllritrliiillitrlt
I
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174
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Com=03%
50/.1 T"ICAL
Refusal at 14 ft.iliililiIrlillilit
I
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I
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I
I
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i
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I
Hffi KLEINFELDER BORING LOG
Hydrup Compressor Facility
Garfield County, Colorado
BORING
TB
1
2
otPage
Drafled By: R. Reyes
Date: Decernber,2005
Project Number:
6344,i
Copy.qf,l Klerrf? Ce., tnc. 2005
o(u
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o
.!
=
,
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oo
Location:
Groundwater (ft):
Drilling Cu:rpany:
Hole Diameter (in):
Hammer Type:
Date Started:
Date Completed:
Logged By:
Iotal Depth (ft):
Surface ConCition: Gravel lot
CLAY (CL): sandy wiih shale fragments,
very stitt lo hard, brown. c€lcareous
SHALE BEDROCK: hard to very hard,
blocky, moist. light brown to grey, iron
staining
l0
pH = 8.1
Resist = 806 ohm-m
WSS = 0.015%
iz lr,rcAl
ffi KLEINFELDER BORTNG LOG
Hydrup Compressor Facility
Garfield County, Golorado
Drafted By: R. Reyes
Date: December,2005
Copynght Kleinieder, lnc 2C0a
o o
:;"
ffiff# TLEtNFE'-tlER
APPENDIX G
Laboratory Test Results
Fz
UJ2
IJJJ
Flll
JJ
IU
3a
SOURCE: TB 2
At a depth of approximately 4.0 feet
Tolal Unit Weight (pcf) =
Moisture Content (%) =
Dry Unit Weight (pcf) =
Before
112.1
1t.u
92.6
ffiKLEINFELDER S}VELUSETTLEMENT
Hydrup Compressor Facility
Gadield County, Colorado
Drafted By: R. ReYes
Date: November,2005
Figure
0.1 I l0
STRESS (KSi)
SOURCE: TB3
At a depih of approximaiely 9.0 feet
Total Unit Weight (pcfl =
Mcisture Content 1%1 =
Dry Unit Weight (pcf) =
Before
121.7
17.2
tn2 0
ffiKLEINFELDER SWELUSETTTEMENT
TEST
Hydrup Compressor Facility
Garfield County, Colorado
Figure
c-2Drafted By: R. Reyes
Date: Novembet,2OO5
Project Number:
63441
PART XV. LANDSCAPING AND RECLAMATION
LANDSCAPING
Due to the location of the facitity being on a county road and within sight distance of
local residence, Noble has already taken actions to mitigate visual impacts. Fences and
gates have been painted as well as existing tanks and equipment have all been painted a
U"ig" color in attempt to blend in \rrith surrounding vegetation as best as possible. Areas
thaiwhere graded have been resurfaced with gravel while maintaining a level surface.
Top soils that were stripped were relocated on the Hyrup property where it could be
"*ily stored and preserved for future use, Top soil piles were re-vegetated to stabilize
piles until needed for reclamation.
RECLAMA'TION PLAI{
The expected life of the Hyrup Amine Facility is approximately thirty (30) years.
Reclamationwill consist of the following:
o Removal of all strface equipment
o Restoration and re-contouring of grades to near as possible original condition
. Retrieval and replacement of top soils
o Re-veBetation of entire site (Note: Seed mixes are to be specified by landowner at
time of reclamation)
o Compliance with all prevailing Colorado Oil and Gas Conservation Commission,
Garfreld County, andany other agency regulations and conditions governing final
reclamation.
o
2002htrE-E ffiFILISTES
:.
r.y'.su8 230- R.ev. lL/90
I
I
BOND foT SURFACE RESTORIITION
No. 577q457
Fax:2818723111
'r' STATE OF COI-ORADO \-/
STATE BOARD OF I,AND COM}TISSIONERS
Deparcnenc of Nocural Resourcss
tSt3 shernen sEreeE, Room 62o
Denver. Colorado 802O3
Phone (3o3) 856-34s4
Feb 5 17:05 P.05
FOR USE 1IITH COI'B6DO
LEASE NO.
tYrr: , . .,El,anket
IJIIEREAS, AU oi1 and gas, disPosal
of colorado thros8h lts
aElon
uell and/or a gag Etorage lease has been enEered
STAfE B.OARD Oi IAND COHHISSIONERS, A'l LCSSOT'lnro by Ehe Scsce
and Sanedan 011
aB Lessee, sald legee
portlon, IocaEed in che
acreaEe of whlch .n..t:11".:t:?includlng
Councy of
descrlbed
GoloraC6:
TOSNSIUP
well slte l's a
f,AIICEUEI,L-NA[E-_- qUARTER/OI'ARXER
ALIi WELLS ON STATE LEASES
sEcrl0N
r snd,
nlEREAs, It ls Ehe inEenclon of Eald legsee and/ot its deslgnee Eo connenea
drtlltng oporaElons or oPerste a ne1I on Eha abowe locarlonl
THEREFORE,:
Thac sha aforenenrioned lessee, andr/or lrs designae,
Samedan O1-I Co:Poracion
s66 Safaco Insurance.
or Bank, are held and firnl'Y
Land Corrunissioners, which
executors, admlnlstratgrs,
bound unto Ehe sild lessor tn the-;;ii.;"
19 25'o9o'oo. .-), to be
paytrsnt well and tfuly to bc nade we
and asslgns.
as surety,
rwentv-ftve thoueand
, Ehe Statse Board of
ourgelves, helrs,
as PrlnciPal,
sum of
pald to
blnd
Sealed utEh 6uE seal on chls, the 15tL day of March Ie 94
This bond, urrless ocherrglse deemed vold, p1tl remaln ln fuIl force and effact ar
Iong as the above referenced lease renains l"n force and untll rhe above referenced well
is plugged and absndoned and rhe sice fully resEored. The condl'clon of, trhe abowe
"ifflneil" ls such thec lc wlll comply uith aII the provislons. condiclons' covenants
and obligacions of che above reie"rencea lease(s), uhlch ar6 a parc of this bond, with
sEaEutes 'bf, Ehe SEace of Golorads a6!at1n$ Eo che produccion of oil ald gas' - and. I1:l
rhe rules and reg,ulations pettainlng iheroto pionulgated from Eime to Eltae by che o11
.and Cas Conservacioi Corrlission of Coloiado, ana If there hes been a felease from the
02/05/02 TUE 17:59 [TX/RX N0 61811
o
sfsAFEcoo
SURETY RIDER SAFEGO lnsurance ComPanY
PO Box 34526
&arue. WA 98124-t526
O A reglsleted lrademark of SAFECO Corporat'on
FRP
To be attached to and form a Part of
Bond No. 5779157
TYPe of
Bond:
dated
effedive
executed bY
and bY
BLANKET BOND
031r511994
(MONTH-OAY-YEAR)
SAMEDAN OIL CORPORATION
(PRINCIPAL)
SAFECO INSURANCE COMPANY OF AMERICA
,as Principal,
,as Surety,
in favor of STATE OF COLORADO
(oBtlGEE)
inconsiderationofthemutualagreementshereincontainedthePrincipalandtheSuretyherebycpnsenttochanging
THE PRINCIPAL TO READ:
NOBLE ENERGY,INC.
Nothing herein contained shail vary, alter or extend any provision or condition of this bond except as herein expressly siated'
l$:ffJ" or/ornoo3
(MONTtl'DAY-YEAR)
Signed and Sealed l2i 182002
(MONTH-OAY.YEAR)
NOBLE ENERCY, TNC.
(PRINCIPAL)
By:
(PRtNCTPAL)
SAFECO INSURANCE COM!4NY OF AMERICA
s-o/r43/SAEF t9/99
C
o-i
HYRUP NATURAL GAS PRODUCTION
FACILITY
COLORADO AIR PERMIT APPLICATION for a
GAS COMPRESSOR STATION and ASSOCIATED EQUIPMENT
FOR NATURAL GAS WELLS,
GARFIELD COUNTY, COLORADO
March 2005
Prepared for:
Noble Energy, Inc.
100 Glenborough Drive
Suite 100
Houston, Texas 77067
Prepared by:
Rinko, LLC
12081 W. Alameda Parkway, #254
Lakewood, CO 80228
(303) 601-9230
Scan26B, November 04, 2005.max
RINKO, LLC
Phone:303-601-
Fax:303-277-t5cRinko, LLC
12081 W. Alameda Plrc.qr.#254
Lakewood, Colorado 80228
E-Ma i I : johnrinko@yahoo.como
Dear Chip:
Attached please find the permit application package for Noble Energy Inc.,s Hyrup production
Facility located in Garfield County, Colorado. The new facility nrrrciions u, u "o-pr.ssor station fornumerous natural gas wells which will be added in the near future. The startup flow rate of naturalgas is approxirnately 1.5 million standard cubic feet per day (N,IMSCFD) which will be expanded to8'0 MMSCFD in the short term. The eventual facilifu.upu"ity will approach 22 MMSCFD, theestimated maximum capacity for the dehydration unit.
The attached package contains the permit application form and eight (g) ApENs with supportingdocuments, calculations, and equipment iniormation. The APEN; cover two compressors, thedehydration unit, the dehydration unit reboiler, condensate storage and loadout, fulitiue emissionsand pigging emissions' The reboiler and pigging sources may ral below APEN reiuirements, subjectto your review.
Please do not hesitate to contact me with any questions, comments, or concerns regarding thissubmittal package. I look forward to working with you and the APCD staff on this project.
March 23,2005
Mr. Chip Hancock III
Public Health Engineer
Air Pollution Control Division
Colorado Department of public Health and Environment
APCD-SS-BI
4300 Cherry Creek Drive South
Denver, CO 80246-1530
Subject:Hyrup Production Facility
Garfi eld County, Colorado
Air Permit Application
John Rinko, Jr., P.E.
cc: Terry Webster, Noble Energy Inc.
attachment
cerely,
Scan269, November 04, 2005.max
1.0
2.0
3.0
4.0
TABLE OF COI{TENTS
APPENDICES
Appendix I - Colorado Permit Application General Fomi
Appendix 2 - Colorado Permit Application ApENs and NCR Forms
Appendix 3 - Location Map and Figures
Appendix 4 - Emissions Summary Tables
Appendix 5 - Permit Source Calculations and Emission Inventory
Appendix 6 - Source Data and Modeling Run printouts
Appendix 7 - Equipment Description / Manufacturers Brochures
Scan270, November 04. 2OO5.max
Noble Energy,ln". O
Air Permit Application
March 2005
HYRUP NATURAL GAS PRODUCTION FACILITY
COLORADO AIR PERMIT APPLICATION for a
GAs coMPRESSoR srATIoN and ASSoGIATED EeUIPMENT FoR
NATURAL GAS WELLS, GARFIELD COUNTY, COLORADO
1.0 INTRODUCTION
The Clean Air Act Amendments of 1990 (CAAA) requirecl the U.S. Environmental
Protection Agency (EPA) to develop national emission standards for existing and new
major sources. One of the category sources is Oil and Natural Gas Production (ONG).
The Clean Air Act Amendments requires a standard to reflect a maximum degree of
reduction for Hazardous Air Pollutant (HAPs) emissions achievable by current control
technology.
On June 17, 1999 EPA promulgated the final maximum achievable control technology
(MACT) standards for the Oil and Natural Gas Production. In this rule oil production is
defined as hydrocarbon liquids production from a wellhead (or several wellheads) to the
point of custody transfer (i.e., the point of sale), the transfer pipeline, After custody
transfer, hydrocarbon liquids are covered by the organic liquid distribution category.
Gas production is defined as extraction of natural gas, (methane and associated
hydrocarbon gases) from the wellhead up to and including the gas processing plant.
After processing the natural gas is considered to be in the transmission and storage (T&S)
category.
Hazardous Air Pollutants of greatest concern are benzene, toluene, ethylbenzene, xylene
and its associated isomers (collectively referred to as BTEX) and n-hexane. The focus of
the rule is on benzene as emissions or exceptions are based upon benzene. Other gases to
consider based upon their volume in the extracted natural gas stream are acetaldehyde,
carbon disulfide, carbonyl sulfide, ethylene glycol, formaldehyde, naphthalene and 2,2,4-
trimethylpentane (isooctane). With the exception of 2,2,4-trimethylpentane, the HAps
listed typically are present in trace amounts in the gas stream and will not have
significant consequences in the calculation of the overall air permit.
A facility is defined as any grouping of equipment where hydrocarbon liquids are
processed, upgraded (i.e. removal of impurities or other conslituents to meet contractual
obligations), stored prior to the point of custody tran.rfer. Or where natural gas is
proce ssed, upgraded, or stored prior to entering lhe nalural gas transmission and
slorage source ccrtegory, For the purpose of major solrce determination afacility means
oil and natural gas produclion equipment that is located within the boundaries of an
individual surface site. Equipment typically is locatedwithin close proximity of other
Page2Rinko, LLC
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Hyrup Production Facility
Noble Energy, Inc. O
Air Perrn it Appl ication
March 2005
2.0
equipment. Production equipment (wellheads, collection tanl<s, etc.) located on dffirent
leases, tracts, or sites are NOT considered part of the same facility. (Emphasis added)
A surface site is considered any combination of one or more graded pad sites including
foundations, platforms or the immediate location upon which the equipment is physically
affixed.
Thus, all equipment on one site is calculated as an aggregation of emissions to assess the
source category, either minor or major, for permitting purposes by using a benzene
emission rate from each piece of equipment. Further, EPA emissions from glycol
dehydrators, storage vessels, amine units and sulfur recovery units with the potential for
flashing emission are to be included in aggregating emissions. However, it is believed
that amine units and sulfur recovery units' emissions are minimal or negligible and would
not be significant in the aggregate calculation.
Wellhead and pumping stations off property from the processing site are not included.
Holvever, emissions should be minimal since no compression or processing equipment is
currently located at the wellheads. There is one wellhead on this site that should be
considered as it is in the aggregate of the overall-processing site based upon the definition
of a'facility'.
LOCATION
The location of the site is in the Township 8 South, Range 96 West of the 6'h P.M. in
Garfield County, Colorado. The coordinates are latitude 39.369202N (39'22'9.1272")
and longitude 108.062492 W (108"3'44.9712"). A location map of the proposed site is in
Appendix 3. A general map of the proposed site and pipeline is also in Appendix 3.
3.0 EQUIPMENT DESCRIPTION
This permit application is for a Gas Processing Facility and associated equipment
consisting of two (2) Compressors, Glycol Dehydration Unit, a Glycol pump, reboiler,
and two (2) 400 banel storage tanks, one for condensate, one for produced water, and one
emergency flare. The general facility design is for additional equipment to be added at
various times in the anticipation of increased production from additional wells. Currently
the expected well connections may exceed l2 to l5 wells that are near the compressor
and pipeline. A typical glycol reconcentrator (regenerator) facility can be found in
Appendix 3.
The potential natural gas flow rate for the full-scale plant is 22 million standard cubic feet
per day (MMSCFD) and reflects the permit requested level and maximum processing
rate. At startup the facility is expected to process approximately L5 MMSCFD, and will
expand to approximately 8 MMSCFD within 6 months. The maximum rate is limited by
Page 3Rinko, LLC
Scan272, November 04, 2005.max
Hyrup Production Faciliry
Noble Energy,Inc.
Air Permit Application
March 2005
the maximum glycol pumping rate of 3.5 gpm and represents potential to emit (PTE)
levels.
An air permit is required from the Colorado Department of Public Health and
Environment (CDPHE), Air Pollution Control Division (APCD) under Regulation No. 3.
Supporting this application are individual Air Pollutant Emission Notices (APEN) for the
unit operations or pieces of equipment.
APENs for each piece of equipment identified above are located in Appendix 2. An
aggregated APEN summary of emissions can also be found in Appendix 4.
The following is a generic description of the equipment proposed for installation. The
actual equipment to be installed for the full-scale plant is dependent upon price,
manufacturer, availability and speed of acquisition. Thus, the following may or many not
be an exact description but it is provided as a general narration for purposes of this
application. Manufacturer inforrnation is provided in Appendix 7 for the equipment
described.
The following are potential sources of emissions for which calculations will be made and
submitted. The calculations are in Appendix 5.
Prorrosed Equipment and/or Emission Sources:
One Compressor: AJAX DPC-360LE, 360-horsepower (Lean Bum)
One Compressor: Caterpillar 3516 TALE - 1085 hp (Lean Bum)
One Glycol Dehydration Unit: NATCOModel 5GR-550-KR-21015
0ne Glycol Reboiler:550,000 BTU/FIr Glycol Reconcentrator
Condensate Loading and Transportation Estimated emissions
One Condensate Storage Tank:
Fugitive Emissions
Pigging Emissions
400 Barrels
Estimated'emissions
Estimated emissions
One Produced Water Storage Tank: 400 Barrels
One Emergency Flare:Proposed BEKAERT CEB Technologies CEBI0
Ancillary equipment supporting the production facility is included with this application.
No other equipment produces emissions from this site other than maintenance vehicles
coming to the site for routine maintenance.
A detailed Emissions Inventory is included in Appendix 5 which provides complete
source emission assumptions, methodologies, and calculations. Supporting information
such as natural gas composition, modeling program results and output is included in
Appendix 6.
Compressors: An AJAX DPC-360LE has a brake horsepower rating of 360 per hour. It
is a lean burn engine which minimizes emissions, Manufacturer's emission factors are
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Scan273, November 04,2005 max
Hyrup Production Faci lity
Noble Energy, Inc.
Air Permit Application
March 2005
used if provided. Emission factors from AP-42 are used to support and complete the
estimation calculations.
The manufacturer's calculated nitrogen oxide emissions per year are about 6'95 tons per
year. Actual emissions will be less due to lower processing rates than the maximum
assumed and down time for maintenance. Carbon monoxide is calculated to be about 3'5
tons per year. See the summary tables attached for complete emission breakdowns'
A second compressor is added to boost pressure and production at the proposed facility'
A Caterpilla, jStO - 1085 horseporver lean bum engine is added to complete the facility'
Nitrogen oxide manufacturer tested emissions are reported as 2 grams per brake
horsef,ower hour or about 20.9 tons per year. Similarly, carbon monoxide is reported at
1.8 grams per brake horsepower hour or about l5'7 tons per year'
Glycol Unit: Glycol is a liquid cnemical desiccant that has an affinity for water and-
serves to remove water vapor from the gas stream. NA'|CO uses Triethylene Glycol
(TEG) to 'dry out' the natural gas. Once the glycol comes in contact with the gas stream'
water is absorbed and the gtycJt molecule sinks becoming heavier with the absorbed
water load. The glycol ,oiuiion bearing the stripped water is routed to a reconcentrating
boiler where the different boiling temperatures of the two liquids, glycol and water,
separate the water from the glycot. Tire glycol is returned to the stream to pick up more
water from the gas Stream and the process starts again. Noble will use a NATCO Model
5GR-550-KR -2l1l5,with a 550,00b BTU/H' reboiler. The manufacturer's equipment
description is found in Appendix 7. The unit is skid mounted with a Kimray Model 2 I 0 I 5
PV glycol pump and pur.t *.a with a variable speed regulator for consistent production
"upuUititi"r.
The Kimray glycol pump information is included in the Appendix 7'
Emissions from the dehydration unit are calculated using the modeling software GRI-
GLYCalc version a.0. 'ihe proglam inputs include processing at the maximum unit rating
of approxim alely ZZlUUSifUwhich conelates to the maximum glycol recirculation.rate
of :.i gpm for the Kimray prxnp. Thus, the requested permit levels are set at the maximum
production levels.
An air-cooled condenser is used to control emissions. The approach temperature used is 115
F, 20 degrees higher than the typical high temperature during swnmers in Garfield County'
The emissions from the natural gas-fired reboiler are included in the Emissions Inventory'
AP-4zemission factors *, ,r.Jto calculate emission rates. Due to the small size and
negligible emissions, this APEN may be deemed unnecessary by APCD.
condensate Loadout and Transportation: Emissions from the transfer of the
condensate oit are calculated using ef-+Z prediction equations' The maximum
proiiuction rate of condensate is eitimated ty Noble technical staff to be I 50 bbl per day
at the maximum production rates. This value is used in the emission calculations'
Page 5Rinko, LLC
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Flyrup Production FacilirY
Noble Energy,Inc.
Air Permit Application
March 2005
Condensate Storage: Emissions from the storage of the oil condensate include working
and breathing losses. The EPA modeling program TANKS version 4 is used to estimate
annual emissions. The condensate is modeled as a gasoline liquid with a RVP of 10.
Fugitive Emissions: Emission factors from AP-42 are used to estimate fugitive
emissions from equipment sources such as valves, flanges, etc. The number of sources is
estimated conservatively high to represent full-scale plant operations. The predicted total
VOC emissions are attached. The individual HAPs emissions are estimated from the
total VOC emissions using representative gas stream and condensate stream HAP
constituent concentrations.
Pipeline Capture Tube (Pigging Emissions): This is a small emission but is included in
this application to conservatively evaluate emission sources and to speed the review
process and approval by the Department. Natural gas is transported by pipeline, with a
capture tube 'side rail' to the pipeline. Occasionally, the pipeline has to be cleaned as oil
and other heavier residues of natural gas collect in the bottom of the pipeline reducing
volume and sometimes fouling equipment. A large ball fitted to the diameter of the
transportation pipeline is inserted. The purpose is to periodically clean the pipeline of the
residue. These balls called "pigs" are retrieved near the compressor station. When they
are retrieved, a small amount of methane is released, generating emissions which are
estimated for the APEN submittal.
Produced Water Storage: Emissions from the storage of the water condensed from the
process are deemed negligible and below APEN reporting thresholds. An APEN is not
submitted for this source.
Emergency Flare: The emergency flare is a Bakaert CEB 10, Bakaert CEB
Technologies is a Belgium company known for the manufacture of simple highly
efficient flares. Bekaert Combustion Technology has more than 15 years experience in
combustion technology for numerous applications and is used around the world. CEB is
an acronym for Clean Enclosed Burner. It is a surface mounted flare with premix
capabilities to assure 9999% control of waste gas streams from the oil and gas industry.
Bakaert reports NOx emissions of l5 parts per million (ppm). Carbon Monoxide (CO)
levels at l0 ppm and Hydrocarbon emissions of l0 ppm. Since this unit is for emergency
situations, and the annual emissions will be below reporting thresholds, an APEN is not
submitted for this source.
4.0 PERMIT DISCUSSION
The APCD General Form and support documentation is included in Appendix 1, The
APENs (numbers I tluough 8) appear in Appendix 2 and include the submittal of the
Non-Criteria Reportable Air Pollutant Emission Notice Addendum (NCR Forms). The
summary of the HAP emissions appear on the NCR forms. The APENs use a requested
Page 6Rinko, LLC
Scan275, November 04, 2005.max
Hyrup Production Facility
Noble Energy, Inc.
Air Permit Applicat
March 2005
level of 22 MMSCFD representing maximum capacity. Startup natural gas flow rates
during debugging and system testing are about 1.5 MMSCFD. The short term production
rate from the l{yrup Production Facility is estimated to be 8 MMSCFD. The actual levels
are not applicable since the facility is new.
Assumptions are made and documented in the Emissions Inventory to estimate emissions
from the full scale plant. Although some sources may be below APEN reporting
thresholds, a completed APEN is submitted for APCD review and comment'
Although the facility is in the development, testing, debugging, and expansion phase, the
permit reflects full scale operation so that APCD can review the complete facility
emissions at one time.
Page 7
o
ion
Rinko, LLC
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Hyrup Production Facitity
APPEi\DICES
Appendix 1 Colorado Permit Application General Form
Appendix 2 Colorado Permit Application APENs and
NCR Forms
Appendix 3 Location Map and Figures
Appendix 4 Emissions Summary Tables
Appendix 5 Permit Source Calculations and Emission
Inventory
Appendix 6 Source Data and Modeling Run Printouts
Appendix 7 Equipment Description / Manufacturers
Brochures
Scan277, November 04, 2005.max
oo
Control Division Construction Per
PLEASE READ INSTRUCTIONS ON REVERSE SIDE.
1. Permit to be issued to:
2. Mailing Address:
3. General Nature of Business:
Noble Energy, Inc
Domestic Division, EH&S Department
100 Glenborough Drive, Suite 100
Natural Gas Exploration and Production
SIC code (if known) l3l I
4. Air Pollution Source Description:
(List permit numbers if existing
source,
attach additional pages ifneeded)
Glycol Dehydration Unit at 22 MMSCFD, Compressors, condensate storage tank,
condensate loadout, and fugitive emissions
5. Source Location Address (Include Location Map)Ifportable, include the initial location and home base location
o
mit Application
o
Air Pollution
6.
xtrxl
7.
Is this a Portablc Unit?No
Reason for Application: (Check all that apply)
New or Previously Unreported Source
Modification of Existing Source
Request for Synthetic Minor Permit
Other:
Adminisl rative P e rmit Amen dru ents
tr Transfer of Ownership (Complete Section 9 & l0 below)
tr Company Name Change (Complete Section 9 below)
D other:
Projected Startup Date:
,:-:=\ "-l ( /'t.; -
Houston, TexasT'7067
Township fl South, Range 96 West, 6s Meridian, Garfield, County, Colorado. L:it39.3692OZN, Long 108.062492W.
Signature of Legally Authorized Person of Company listed in Section 1
Terry Webster, Dornestic Division EH&S Department
Date Signed
Phone: 281-874-6781
Fax: 281-8"14-6753
'| 'f,
#t,,
Type or Print Name and Official Title of Person Signing Above
8. Check appropriate box ifyou want:
E Copy of preliminary analysis conducted by Division
ffi To review a draft of the permit prior to issuance
These sections are to be conrpleted only if a contpany name change or transfer of ownership lras occurred.
9. Permit previously issued to:Not Applicable
10. Transfer of Ownership Information
Effective Date of Permit Transfer: Not Applicable
As responsible parfy for the emission source(s) listed above, I certifu that the business associated with this source has been
sold, and agree to transfer the permit to said parfy.
Not Applicable
Signarure of Legally Authorized Person of Company listed in Scction 9 Date Signed
Phonc:
Type or Print Name and Official Title of Person Signing Above Fax:
Mail completed application, APENs, and filing fee to:
C'olorado Department of Public Health and Environment
Air Pollution Control Division
4300 Cheny Creek Drive South, APCD-SS-B I
Denver, Colorado 80246-1 530
http://ra,vvw. cdphe.state. co. us/aplstationary.asp
Phone: (303) 692-3150
Revised August 2004
Scan278, November 04, 2005.max
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APPENDIX 3
LOCATION MAp and FIGURES
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PERMIT SOURCE CALCULATION
And EMISSION INVENTORY
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March 2005 Noble Energy, lnc.
Hyrup Production Facitity
Emissions lnventory
Engine emissions
Basis of Design
Two (2) engines
1 AJAX DPC-360LE, 360 Hp (Lean Burn) t'AJM'l2 Caterpiilar 3516 TALE, 1085 Hp (Lean Burn) t,CATl
Assume engines will run 2417 0r continuous at maximum rale. Therefore, the actual emissionsequal the maximum emissions or PTE. No controls, so uncontrolled equals conlrolled.
Engine lnformation (See attached manufacturing data)
AJAX CAT Units / Comment
Model
Eng. Power
Operating time
Fuel
Heat value
Exh. Flow
Exh. Temp
Exh. Diam
Stack Height
Emis. Factor
HP engine
Hrs operation
Annual emis.
DPC-3601E 3516 LE 130D
360
8760
NG
1,134
2,868
465
13.25
22
1085 HP
8760 hourslear
NG field gas
1 ,1 34 BTU/scf average dry basis
6,544 actual sfc
863 deg F
NA inches
NA feet
Emissions Factors from Manufacturer
AJAXHP 360
Fuel Rate 7800
Hrs operation g760
NOx 2.00co 1.00HCT NANMHC 1.20
NOx Emissions Calculations
CAT Units
1085 HP
7541 BTU/bhp-hr
8760 hours/year
2 gms / HP.Hr
1.5 gms / HP.Hr
3 gms / HP*Hr
0.4 gms / HP'Hr
Source
Manufacturer
Manufacturer
Max
Manufacturer
Manufacturer
Manufacturer
Manufacturer
Basis: Use manufacturer's emission factors for uncontrolled emissions.
Assume continuous operation of z4hrsrday,365 days/yr or g760 hrs/yr
Sample calculation
Annuaf emissions = Em factor (gms/Hp-hr) . Hp (hp) . g760 (hrs/yr) - 1r4s4 (rbs/gram)
= 2.00 '360 , 8760 I 454 = 13,892 lbs/yr
AJAX CAT Units Source
2.00
360
8760
13,893
6.9s
1.59
2 sms / rF.Hi- rr,tJn[GiGer
1085 HP Manufacturer
8760 hours/year Max
41,870 lbslyr
20.94 TPY
4.78 lbs/hr
Page 2 of 10
Scan304, November 04, 2005.max
CO Emissions Calculations
Basis: Use manufacture/s emission factors for uncontrolled emissions.
Assume continuous operation ot 24hrsrday,365 days/yr or g760 hrs/yr
Sample calculation
Annual emissions = Em factor (gms/Hp-hr) , Hp (hp) . g760 (hrs/yr), 1t4s4 (lbs/gram)
= 1.00 ' 360 . 8760 I 454 = 6,946 tbs/yr
Rinko, LLC Air Permit Support Documentation
March 2005
AJAX
Noble Energy, lnc.
Hyrup Production Facility
Emissions lnventory
CAT Units Source
Emis. Factor
HP engine
Hrs operation
Annual emis.
Emis. Factor
Correction factor
Corr. Emis. Factr
HP engine
Hrs operation
Annual emis.
Target emissions
Em factor
1.50 gms / HP.Hr
108s HP
8760 hours/year
31,403 lbs/yr
15.70 TPY
3.58 lbs/hr
\Molo Ilofl-mathane HC:
wt% ethane
fraction ethane:
Manufacturer
Manufacturer
Max
23.563 (100less N2, CO2, Methane)
9.284
0.394
1.00
360
8760
6,946
3.47
0.79
S02 Emissions Calculations
Basis: Manufacturer does not provide emissions factor for SO2. Gas breakdown
does not identify signiflcant quantities of sulfide materials in natural gas.
Therefore, assume that emisslons of SO2 are negligible and set to 0 for calculations.
See gas chromatographic analysis detail for backup.
Particulate and PM-10 Emissions Calculations
Basis: Natural gas does not contain significant quantities of particulate materials.
Therefore, assume that emissions of SO2 are negligible and set to 0 for calculations.
VOC Emissions Calculations
Basis: Manufacturer provides emission factor for non-methane hydrocarbons.
Emission factor includes ethane by definition. Normalize factor using typical
weight percent ethane in source gas for correction.
Correction calculation (see gas chromatographic analysis)
fraction w/out ethane: 0.606
Sample calculation
Em factor correction = Em factor (gms/HP-h0 * fraction not ethane in NMHC value
= 1.2O' O.608 = 0.727
Annual emissions = Em factor corrected (gms/HP-hr) ' HP (hp) ' 8760 (hrs/yr)' 11454 (lbs/gram)
= 0.727 . 360' 8760 I 454 = 5,051 lbs/yr
AJAX CAT Units Source
1.20
0.606
0.727
360
8760
5,051
2.53
0.58
0.40 gms / HP"Hr
0.606
0.242 gms / HP'Hr
1085 HP
8760 hours/year
5,075 lbs/yr
2,54 TPY
0.58 lbs/hr
Manufacturer
Manufacturer
Max
HAP Emissions Calculations
Basis: Manufacturer does not provide emission factors for HAPs. AP-42 factors used.
Use the trace HAPs listed in the gas chromatographic analysis as the basis for
listing HAP emissions. Set de minimis levels at 50 lbs/yr to narrow list. lnclude
estimates for benzene, formaldehyde lrom AP-42.
Sample calculation
Establish de minimis levels for each engine by back calculating AP-42 emission factor
necessary to meet 50 lbs/yr emissions.
50 lbs/hr
X (unknown) lbs/MMBTU
Equation Em factor (lbs/MMBTU) ' Fuel burn rate (BTU/HP-hr) - HP (hp) '8760 (hrs/yr)
'conversion (1 MMBTU / 10^6 BTU) = 50 lbs/yr
Page 3 of '10Rinko, LLC
Scan305, November 04, 2005.max
Air Permit Support Documentation
March 2005
Source: Gas Chromatographic Analysis
Bin Compound CAS Em Factor
Noble Energy, lnc.
Hyrup Production Facility
Emissions lnventory
AJAX X'7800'360'8760'1/10^6 = 50
X=2.03E-3
CAT X'7541 * 1085'8760' 1/10^6 = 50
X=6.98E-4
Therefore, a HAP compound listed on both the gas analysis and AP-42 Table 3.2-2 with
an emission factor less than 6.98 E -4 will generate negligible emissions.
Ref: AP-42 Section 3.2 "Natural Gas-fired Reciprocating Engines" Table 3.2-2
"Uncontrolled Emission Factors for 4-Stroke Lean-Burn Engines", page 3.2-1 'l
version 7/00.
Sample calculatlon
Annual emissions = Em factor (lbs/MMBTU) ' Fuel burn rate (BTU/l-lP-hr) " HP (hp) ' 8760 (hrs/yr)
' conversion (1 MMBTU / 10^6 BTU) = 50 lbs/yr
AJAX 1.1 1E-3 " 7800 * 360 " 8760 ' 1/10^6 = 27.3lbslyr Hexane
cAT 1.11E-3'*7541'.'1085'8760 " 1/10^6 = 50
Emissions
AJAX CAT
lbs/yr TPY lbs/yr TPY
C n-Hexane 1 10-54-3
A Benzene 71-43-2
C 2,2,4-T rimethylpentane 540-84-1
C Toluene 108-88-3
C Ethylbenzene 100-41-4
C Xylenes 1330-20-7
Source: AP-42 with CO reportable potential
A Acetaldehyde 75-07-0
A Acrolein 107-02-8
A Formatdehyde 50-00-0
C Methanol 67-56-1
Source: AP-42, not reportable in CO
N Methylryclohexane
N n-Pentane
0.014 79.56 0.040
0.005 31.54 0.016
0.003 17.92 0.009
0.005 29.24 0.015
0.000 2.85 0.001
0.002 'r 3.1 I 0.007
0.103 599.20 0.300
0.063 368.41 0.184
0.649 3784.40 '1.892
0.031 179.19 0.090
1.11E-03
4.40E-04
2.50E-04
4.08E-04
3.97E-05
1 84E-04
8.36E-03
5.1 4E-03
5.28E-02
2.50E-03
Totals
1.23E-03
2.60E-03
27.30
10.82
6.15
10.04
0.98
4.53
205.64
126.43
1298.78
61.50
1752.16
30.26
63.96
0.876 5105.47 2.553
0.015 88.16 0.044
0.032 186.35 0.093
Dehydration Unit
Basis of Design
Processing flow rate of gas at 22 MMSCF per day, 365 days/yr (8760 hrs/yr)
Wet gas inlet conditions at 110 deg F, 900 psig, saturated
Composition represented by Hyrup No. 2-56
Dry gas water content at 7.0 lbs H2O / MMSCF
Lean Glycol pump KimRay Model 21015PV, max recirc at 210 GPH (3.5 gpm), electric / pneumatic
Lean Glycol is TEG, 15% HzO
Recirc rate set at ralio of 3.0 gal I lb HzO
No flash tank, no stripping gas
Air cooled condenser for control device using Grand Junction, CO data
Exit temp 1 'l 5 def F, pressure approx 12.5 psia
Emissions estimated using GRI-GLYCalc 4.0
See attached program printouts for modeling results
Emissions Summary
Unit emissions will include controlled and uncontrolled Total VOCs, Total HAPs, and lndividual HAPs
Emissions are summarized on the modeling program printouts attached
Page 4 of 10Rinko, LLC
Scan306, November 04, 2005.max
Air Permit Support Documentation
March 2005
otal VOCS
Total HAPs
lndividual HAPs
n-Hexane
Benzene
2,2,4-Trimethylpentane
Toluene
Ethylbenzene
Xylenes
Acetaldehyde
Acrolein
Formaldehyde
Methanol
Total HAPs (check)
Reboiler Combustion Source
Basis of Design
Particulate - PM10
VOC
TOC
Sample calculation
Noble Energy, lnc.
Hyrup Production Facility
Emissions lnventory
Uncontrolled emissions
lbs/hr
Controlled Emissions
lbsAtr
75.55
40.20
0.54
1.92
0.00
13.98
1.49
22.27
0.00
0.00
0.00
0.00
661,8't8
352,152
4,732
16,840
0
122,460
13,06'l
195,064
0
0
0
0
330.90
176.08
9.42
3.65
0.24
0.59
0.00
1.79
0.07
0.96
0.00
0.00
0.00
0.00
82,552
31,985
2,090
5,191
0
15,65'l
638
8,415
0
0
0
0
41.28
15.99
1.04
2.60
0.00
7.83
0.32
4.21
0.00
0.00
0.00
0.00
2.37
8.42
0.00
61
6.
97.53
0.00
0.00
0.00
0.00
40.20
Reboiler is part of Dehydration Unit
Burner input rating is 550,000 BTU/hr, use max firing rate
Assume 24t7 operalion, or 8760 hrs/yr
Use emission factors lrom AP-42 Chapter 1.4 "Natural Gas Combustion,"
Table 1.4-1 "Emission Factors for Nitrogen oxides (Nox) and carbon Monoxide (co) from
Natural Gas Combustion," and Table 1.4-2 "Emission Factors for Criteria Pollutants and Greenhouse
Gases from Natural Gas Combustion." Use Small Boiler factors.
Burner data and assumptions:
NG Heating Value 1,134 BTU/SCF dry basis
Hours operation 8760 Hrs/yr
Burner rating 550,000 BTU/hr
Emissions Factors from AP-42, uncontrolled
Component Em factor Units
NOx 100 lbs/10^6 scf
CO 84 lbs/10^6 scf
SO2 0.6 lbs/10^6 scf
31,985 '15.99
7.6 lbs/10^6 scf
5.5 lbs/10^6 scf
Lead 0.0005 lbs/10^6 scf
1 1 lbs/10^6 scf
Emissions = Em Factor (lbs/ MMSCF) - Burner rating (BTU /h0 '1 / HtValue (scf / BTU)'1 MMSCF/ 10^6 SCF
Example, for NOx:
Emissions= 100lbs/MMSCF . 550,000BTU/hr ' 1S;CF 11,134 BTU ' 'l /10^6 = 0.0485tbs/hrNOx
= 0.0485 lbs/hr ' 8760 hrs/yr ' 1 Ton / 20()0 lbs = 0.212 TPY NOx
No controls: Uncontrolled emissions = controlled emissic,ns
Page 5 of 10Rinko, LLC
Scan307, November 04, 2005 max
Air Permit Support Documentation
March 2005 Noble Energy, lnc.
Hyrup Production Facility
Emissions lnventc,ry
Uncontrolled emissions
Component lbs/hr TPY
NOx 0.049 0.212
co 0.041 0.'178
SO2 0.0 0.0 Assume no SO2 in field NG
Particulate - PM10 0.004 0.016voc 0.003 0.012Lead 0.000 0.000
TOC 0.005 0.023
HAPs: Assume negligible based on total VOC emissions
Annual NG consumption:
Calculate annual consumption of field natural gas for APtiN
550,000BTU/hr' l SCF 1 1,134BTU " 8760hrs/yr' l MMSCF/10^SCF=
4.249 MMSCF lyear
Condensate Loading and Transportation
Basis of Design
Two (2) storage tanks
1 4O0-barrel Condensate/Oil Storage Tank (16,800 gallon c,apacity)
2 400-barrel Produced Water Storage Tank (16,800 gallon capacity)
Both tanks cone roof atmospheric
Assume condensale SG as provided on Gas Analysis for represerntative sample.
Mixture SG = 0.65534
Production Rates
Startup rate 1.5 MMSCF/day
Design / max rate 22.0 MMSCF/day
Condensate production: i.e. 1.5 MI,4SCFlday = 5 bbl/day ' 42 gallbbl = 210 gallday
Startup rate 2'l 0.00 gal/day
5.00 bbl/day
Design / max rate 6300.00 gal/day
150.00 bbl/day
Emissions calculations VOC
Estimate emissions using AP-42, Section 5.2 "Transportation and Marketing of
Petroleum Liquids" equation (1) on page 5.2-4, version 'lll5.
Loading losses equation
L(L)= 12.46'(SPM)/T
where:
L (L) = 1or6;nn loss, lbs per 1000 gallons
S = saturation factor (AP-42 Table 5.2-1)
P = True vapor pressure of liquid, psia (,{P-42 Table 7 .1-2)
M = Molecular weight of vapors, lb/lb-mole (AP42Table7.1-2)
T = Temperature of bulk liquid, deg R = deg F + 460
Page 6 of 10Rinko, LLC
Scan30B. November 04. 2005 max
Air Permit Support Documentation
n
\.-/
March 2005 Noble Energy, lnc.
Hyrup Production Facility
Emissions lnventory
Calculation inputs
S Using Table 5.2-1 "Saturation Factors . . ." assume submerged loading,
dedicated normal service or an S factor of :
s - 0.60
P Using Table7.l-2 "Properties of Selected Petroleum Liquids" (9/97) and
assuming the condensate is best represented by Gasoline with a Reid Vapor
Pressure of 10, and a temperature of 60 deg F, the true vapor pressure is:
P = 5.2 psia
M Using Table 7 .1-2 and Gasoline RVP 10, the molecular vut of vapors is:
[il= 66 lb/lb-mole
T Assume average temp for area is approximately 60 deg F, or 60+460=
[= 520 R
calculation L(L) = 12.46 '. SPM/T = 12.46', 0.60 ' 5.2 ' 66 / 520
L(L) = 4'93 lbs/1000 gal
loadout rate = 6300.00 gal/day
Emissions = L(L) lbs/1000 gal ' loadout (gal/day) / 1000'365 days/yr
't1346 lbsfir VOC
5.673 TPY VOC
Hourly emission rate estimate
Assume a truck can hold 10,000 gallons condensate, or 10,000 " 0.655"8.34 =
27 lons per load
Annual loadouts:
10,000 gallons/truck
2,299,500 gallons condensate per year
230 trucks per year
t hrs per truck to load
230 hrs loadout per year
11346 lbs VOC per year
49.34 average lbs/hr VOC emissions
Emissions calculations HAPs
Assume a fraction of the VOC emissions are HAPs, according to the source gas analysis.
Use the weight fraction of the HAP species from the gas chromatographic analysis to est.
the HAP emissions. Correct the weight percents from the analysis to account for loss of
light hydrocarbons. Assume N2, CO2, methane, and ethane are removed from the
condensate oil. New weight total is 100 - 85.721 = 14.279. Normalizing lhe remaining
constituents by dividing by 14.279o/o. Use this correction for HAPs estimating from
condensate oil. See below for calculations,
Correction factor for M% oil = 1 114.279% 7.003
VOC annual emission =5.673 TPY
HAP Emissions
HAP wt% total wt% oil TPY lbs/yr
oi.s3
Benzene
2,2,4-Trimethylpentane
Toluene
Ethylbenzene
Xylenes
Acetaldehyde
Acrolein
Formaldehyde
Methanol
Totals
Rinko, LLC
0.048
0.0
0.257
0.024
0.240
0.0
0.0
0.0
0.0
0.336
0.0
1.800
0.168
1.681
0.0
0.0
0.0
0.0
0.019 38.140.0 0.0
0.102 2A4.21
0.010 19.07
0.095 190.70
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
0.408 816.055
Page 7 of 10
Scan309, November 04, 2005.max
Air Permit Support Documentatron
March 2005 Noble Energy, lnc.
Hyrup Production Facility
Emissions lnventory
Condensate Storage
Basis of Design
Two (2) storage tanks
1 4O0-barrel CondensateiOil Storage Tank (16,900 gallon capacity)
2 40O-barrel Produced Water Storage Tank (16,g00 gallon capacity)
Both tanks cone roof atmospheric
Assume tank dimensions and design details below for input into TANKS 4.0
See attached printouts for inputs and results.
Model maximum production for permit, or:
150.00 bbl/day
6300.00 gallons/day
2,300,000 gallons/year throughput
Assume condensate is best modeled as Gasoline, RVp 10.
Results from model run appear below.
VOC Emissions
Working Loss
Breathing Loss
Total Emissions
Formaldehyde
Methanol
Totals 0.424 847.380
lbs/yr
7781.59
4000.05
TPY
3.89'1
2.000
lbs/hr
0.89
0.4611781.64 5.891 1.34-
HAPs
Assume the vapor above the condensale oil is similar in the weight percent of the Oil.
Total VOC emissions:5.89 TPY
HAP Emissionsnnp wt"z.tiqEn-Hexane 3.208 0.1 89 377 .90Benzene 0.336 0.020
2,2,4 -T rimethytpe nta ne 0.0 0.0Toluene 1 .800 0.1 06
Ethylbenzene 0.168 0,010Xylenes 1.681 0.099
Acetaldehyde 0.0 0.0Acrolein 0.0 0.0
39.60
0.0
?12.05
19.80
198.02
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
Produced Water Storage
one storage tank for produced water. Assume efficient separation of the
water phase from the condensate oil phase. Therefore, emissions from the
water tank are negligible.
Fugitive Emissions
Basis of Design
Estimate equipment leaks of Voc and HAps using Ap-42 support Document for
fugitive emissions: "protocor for Equipment Leak Emission Estimates,'
EPA-453/R-95-0,t7, November 1995, chapter 2.3 "Approaches for Estimating
Equipment Leak Ernissions, Section 2.3.1 "Average Emission Factor Approach.,,
Page 8 of 10Rinko, LLC
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Air Permit Support Documentation
VOC