HomeMy WebLinkAboutApplication - PermitI
Garfield County
Building & Planning Department
108 8th Street, Suite #401 Glenwood Springs, Co. 81601
Office:970·945·8212 Fax: 970·384-3470
Inspection Line: 970·384-5003
Building Permit No. \ l20lfJ
Parcel No : 2407-351-00-0 s
Locality:
Job Address: _____ W_e_ll pad 26-K NW 1/4 SW 1/4 Sec. 25, T?S , R95W
Use of Building: pre-fab temporary housing
--------------~----~--~--~---------------
Owner: Noble Energy Inc .
Contractor: Owner
Fees: Plan Check: $ 326.53 Septic : $ 73 .00 -
Bldg Perm it: $ 502.35 Other Fees : $ 400.00
Total Fees: $ 1,301.88
Clerk: ~~bon Date: -lf_<t~cr) I
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GAIU:L.ELD COUNIT DUJLJJJNU PliRMlT APPLICATION
I OS 8d' Street, Suite 40 I, Glenwood Springs , Co 8160 I
Phone: 970-945 -8212/ Fo.~: 970-384 -3470 I Jn~-pcction Line: 970 -3114·5003
www,gnrficld-counly,com
l'orcel No: (this info amllillll is nvau1DLie at the osse$5ots officc970 -9tS•9 1.J.I)_.2.407a&100056 Wtn ~ ::z.:;;;;1 "
Job Address: (if on nddrc.~J hss not been IWigned, pleosc provide Cr, H"y or St~t N:lmt 8:. Cil)') or and tecol description
ZO·K Woll Pod Locat io n· tfW fl4 6\V f/4 SeciU, T18, flf5\V
Lot No: N/A Block No: N/A Subd.f E.~emption:
Owner: (property D\\ncr) Moiling Address: ~\A,'f1 l'll:
Nob le Enorgy INC. 100 Glonborouoh, Sullo 100 870 -215·1~00
~ongjcl~ Moiling Address: Ph: o le nergy Inc. 120 HoUot &trool Parachute, CO 11835 Olo-2111-1410
Archilcct /l?nglaccr: Moiling Address: Ph :
Ulnloh Englnurlng & Land Surveying 85 S o uth 20 0 East· Vornal, UT 84078 435-78!-1017
Sq. Ft. ofDuildlng: D Unfl• "3562tolllf Sq. Ft or Acres of Lot: NJA Height: 1 0 R.
./) -
N/A
All P h;
AltPh:
Air Ph:
No. or floors:
Usc o fBuil!l!ng: As p~r OARCOTomporory housing p ermll,tomporory housing on COGCC approved wcllloc;~Uon durlno drnllng ocllvllles
Describe Work: Profabrlceled modular setup ot tho a b ovo looollo n
Clnss of Work
0Now t:J AIICiotion o Addition
Garage; NJA Septic :
o Attncl ~d 0 Detochc<.l IZJISDS c Commu nity
Drh·owny Permi t: Exempted por Jako Mnll ($00 pllochod om all) O wners vnluation of Work : s 266010
1'\0TI CE
1
dn!.!lndlx· Th lt opplic.~lfon fur a Bulfdllla J•tmll t mus t be slsncd by the 01\1:<1 of alae p•op<~~y, dcsm'b<d olio,~. or.., mboriud ogtoL trabc sls~Ut~n boloiT b not alant r>flhc Olmrr. a sq>or cto
1<11« o( oulhoril)•, sisncd b)' tbc Owocr,mldt be ['fOtidr:d with al111 AppiJCA!IIon.
l,s••l Am.,, A Dllilditlg l'tnnlt cwot bel.surd wlahout pruu(uflcaal rmd edrqualc tteus tolbo propcny ror PIUJ'OSC4 orins~a ious by lha!Nildin& O.p>nnacnr .
Othtr Pc rmlt•1 Muhl~lo &tp:lt:ll< permits ruay he n:qulml; (1) S101o Eletlric:ol Pcnnit, (2) Counly ISD3 Pcr111it, (3) nnotbcr pumit IC\Uirtd for usc on th: propcny idcnlilied ebo\'0, ~.e. Slate or
Cowuy Hisl>~Uyf Road I\ teen ora Swo Wos lcwul cr Distiwll•l'cmlil
\'ohl Prrmlt1 A Bullclina Pcnula LctomnnuUand ,·oid iftho work wlhonudisnol comm onoed \\ithlo 180doy> ofahe dale ofissuoncoMd i!uo<l: is •u~p<miCJI or aLMdoD<d fo r a period ortso
dilys uftcr conU1l.n1 "menr .
CERTIFICATIO)(
I htrtb)· <t<tify al~:al' ho~c uod t~l Appllaaalon and 100! aha ital'onnllion coot:llncd obo1·c Is tnJe end con eel. I 11ndtn11.11d lh.llahe D11ld in~ Dcp:III!O<nlllt«pll aho Applic•tiao, along \\ilh tbo pions
ond s~tcificotians ond otbu d>aa sob"'incd by me nron my be lwf(~~t~bm~tols). bucd upon my ccrtiGution u to accJUZoy.
Asslllli1111 con>plctcow of aha .Wminals end appn)\;,1 ofWls Appl!ulion , a Duildinu l'<nniC \\11! be iuucd cr-ntins pcruu .. lan 10 '""• os 0 1mcr, lo CODIIIII:t ahc sbuet~s) and f•:lliliu d<aal lcd an
ahc ••~nuuah =·fow<ol by tho Doiluinn Pcp;uta><ot.
In eon~idcroaion of ~•• iuuml<o of tho Building Ptrmla , I •srtolhoal 011d Dl)IIJ<nt• "ill comp ly \nth pro1itioas of any fcderol,uot~or loco! low rtgubaiuJ iho1\oJk and dao Cbrlidd Couol)• Du il clins
Code, ISDS r'lulealons ond eppllaab lo land wo r~~:ulot lons (Colllli)'R•sul:n ion(s)~ I orkno\<iedzoah.lt lho Duild ina l'cuuit my be suspcllC!td orrc\·oked, upou ooli<e fr ont the Counl)l,lflho loco tlon,
cnmii\ICIIIII or uso ofr!Joslnoclurt(,)IUid li•cOily(ics), drscribc11ebo.-e,on: oolln ccnaplillllra\\idt COtJnly R'ltllalfon(s) or lillY oaber oppltesLiolow.
I hert\y CRDI pemtlulon to tbo Duudi ng Dtp.vlmnt lo enter tho property, dt~eribcd oboro,lo ID3.f'CCI tho work I (wdJfrocloaoldtdoelhoa rhu bru.mcc or tho DuUd lna Permit does not pra·rnt tl Jc
Duil di na Ollic iel from: (I) rc quhins ahoton«lio n ofcnou in ah• rubmiuoh, ir .. y, dlsco\'<r<d oR<r iuu:ooce; or (2) stoppinseonruu<tlon orUJc o£d1c otNctur<(s) at fan1ity(ks) ICsueh IJ ln \'lola aioo
orCowuy Rcuultlion(s) or ... y oahcr lljlp li<ablc law.
Re ,iciY oftllis Applir::~lirn, indudioa submhltlls. 811d lospe<llons oftl1e woO: by aile Building Dcfl'l'lmmt do ani constituto en ""rpl.rtn ofre~ponM1:iliay or lioLiUay by rho Couruy of enon, omluloos
or cliscrtponci<J. As tl..-Oint IT, l cckoowlcdgo that rcspo111ib ilfly for compli.llwo wilb fedmll, ma• and loco I loll'S ond County Rcaulolioos r<ll "iah moond my atnhcriud •&<lib, includina llilhout
limilolion my llf<hil«l dtril!>'tr, <D£inter and! or buildtr.
I III!REBY ACI>NOWLI!OOil Till\ T I IIA Vll RF.AD t\ND UNDI!RST,\ND TII!i NOTICC 1': ctRTIFJCATI0:-1 AIIOYE: ·-u(?,.., c~~ ~.t::k·
OWNERS SIGN ATURE
LPavelka@noblee nergyfnc.com
lorneprescott@cordcomp.com
Srtbnck.s:
L._Z -3 ··0 R
DATE
STAFF USE ONLY
AI' RO AL ATE
The following items at·e required by Garfield County for a fiunllnspection:
I) A final Electrical Inspection fi'Om the Colorado State Electrical Inspector.
2) Permanent uddress assigned by Oal'l'ield County Building Depat·tmenl and posted at the
structure ond where readily visible from access road.
3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows
installed; a complete kitchen with cabinets, sink with hot & cold runnh1g water,non-absorbent
kitchen floor covering, counter tops and finished walls, t·eady for stove and refrigerator; all
necessary plumbing.
4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running
water, non-absorbent floors, walls finished, nnd privacy door.
5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks
over 30" high must be constructed to all IBC nnd IRC requirements including guordmils.
6) Outside gt·ading completed so that water slopes away f\'Om the building;
7) Exceptions to the outside steps, deck.•, grading may be made upon the demonstration of
extenuating circumstances., i.e. weathet·. Under such circumstances A Certificate of
Occupancy may be issued conditionally.
8) A final inspection sign off by the Garfield County Road & Btidge Department fol' dl'iveway
installation, where applicable; as well as any final sign off by the Fire District, and/or State
Agencies where applicable.
A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL TilE
ABOVE ITEMS HAVE BEEN COMPLETED.
A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED.
OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED.
OCCUPANCY OR USE m' DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN
ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES
UNTIL ABOVE CONDITIONS ARE MET.
I understand and agree to nbide by the above conditions for occupancy, use and the issuance of n
C.O. for the building identified in the Building Permit.
~RS SfONA TURE
Bopplicatioudccembcr2007
/-2~3 -08
DATE
GARFIELD COUNTY BUILDING AND PLANNING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
For
MANUFACTURED HOMES
In order to understand the scope of the work intended under a permit application and expedite the issuance of a
permit it is important that complete information be provided. When reviewing a plan and it's discovered that
required information has not been provided by the applicant, this will result in the delay of the permit issuance
and in proceeding with building construction. The owner or contractor shall be required to provide this
information before the plan review can proceed. Other plans that are in line for review may be given attention
before the new information may be reviewed after it has been provided to the Building Department.
Please review this document to determine if you have enough information to design your project and
provide adequate information to facilitate a plan review. Also, please consider using a design professional
for assistance in your design and a construction professional for construction of your project.
To provide for a more understandable plan in order to determine compliance with the building, plumbing and
mechanical codes, applicants are requested to review the following checklist prior to and during design.
Applicants are required to indicate appropriately and to submit the completed checklist at time of application for a
permit.
All plans submitted must be incompliance with the 2003 IRC for Residences and 2003 IBC for Commercial
Offices and Storage.
1. Is a site plan included that identifies the location of the proposed structure or addition and distances to the
property lines from each corner of the proposed structure prepared by a licensed surveyor and has the
surveyors signature and professional stamp on the drawing? Properties with slopes of 30% or more must
be shown on site plan. (NOTE Section 106.2) Any site plan for the placement of any portion of a
structure within 50 ft. of a property line and not within a previously surveyed building envelope on a
subdivision final plat shall be prepared by a licensed surveyor and have the surveyor's signature and
professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on
a recorded subdivision plat shall include a copy of the building envelope as it is shown on the final plat
with the proposed structure located within the envelope.
Yes X . ____ _
2. Does the site plan when applicable include the location of the !.S.O.S. (Individual Sewage Disposal System)
and the distances to the property lines, wells (on subject property and adjacent properties), streams or
water courses? This information must be certified by a licensed surveyor with their signature and
professional stamp on the design.
Yes X -----
3. Does the site plan include any other buildings, setback easements and utility easements? Please refer to
Section 5.05.03 in the Garfield County Zoning Resolution if the property you are applying for a building
permit on is located on a corner lot. Special setbacks do apply.
Yes X
4. Does the site plan indicate the location and direction of the County or private road accessing the property?
Yes X
5. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in
accordance with the uniform building code or per stamped engineered design? A Floor Plan of the
Modular Unit showing exterior doors is required.
Yes X
6. Do you understand that if you belong to a homeowners association, it is your responsibility to obtain written
permission from the association, if required by that association, prior to submitting an application for a
building permit? The building permit application will not be accepted without it.
Yes X No ______ _
7. Will this be the only residential structure on the parcel?
Yes No X If no-Explain: See Site Plan
8. Have two (2) complete sets of construction drawings been submitted with the application?
Yes X
2
9. For the placement of a manufactured home, have the following been specified?
The size of the unit (min. 20ft. x 20ft.); live roof load (min. 40# could be more depending on elevation of
property); wind design (min. wind speed of 90 mph); foundation design; method of anchoring?
Yes X
I 0. Have you designed or had this plan designed while considering building and other construction code
requirements?
Yes X
II. Do your plans comply with all zoning rules and regulations in the County related to your zone district?
Yes X ----
12. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the
Garfield County Building Department?
Yes X
13. Do you understand that approval for design and/or construction changes are required prior to the application
of these changes?
Yes X
14. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of
application and that you will be required to pay the "Permit Fee" as well as any "Road Impact" or "Septic
System" fees required, at the time you pick up your building permit?
Yes X
15. Are you aware that you must call in for an inspection by 3:30 the business day before the requested
inspection in order to receive it the following business day? Inspections will be made between 7:30
a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003.
Yes X
16. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00
re-inspection fee?
Yes X
17. Are you aware that you are required to call for all inspections required under the IRC including approval on a
final inspection prior to receiving a Certificate of Occupancy and occupancy of the building?
Yes X
3
18. Are you aware that prior to as submittal for a building permit application you are required to show proof of a
legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a
private/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a
Notice to Proceed; a permit from the federal government or any combination. You can contact the
Garfield County Road & Bridge Department at 625-8601 See phone directory for other agencies.
Yes X
19. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to
perform installations and hookups, unless you as the homeowner are performing the work? The license
number of the person performing the work will be required at time of applicable inspection.
Yes X
20. Are you aware, that on the front of the Building Permit Application you will need to fill in the Parcel/Schedule
Number for the lot you are applying for this permit on prior to the submittal of a building permit
application? Your attention in this is appreciated.
Yes X
21. Are you aware that you will need to have your installer obtain an installation inspection as per the State
Division of Housing requirements prior to the County building department doing their final inspection?
The State will charge a fee for this inspection.
Yes X
22. Are you aware that the Permit Application must be signed by the Owner or a written authority being given for
an Agent and that the party responsible for the project must comply with the Uniform Building Code?
Yes X ---
23. Are you aware, that if you receive your water and/or sewer from an Association, a District or Municipality,
you will be required to provide the County with a copy of the Tap Permit (or evidence of an exemption) at
the time of the building permit application submittal?
Yes X ---
24. Do you understand that if you are planning on doing any excavating or grading to the property prior to
issuance of a building permit that you will be required to obtain a grading permit?
Yes X
4
I hereby nclmowlcdge tlmt I hnvc •·end, understand nnd noswcred these questions to the best of my ability.
Signntme of Owner bate
/2 -3 --08
Phone: 970-286·1400 (days); __________ (evenings)
Project Name: 26-K Temporary Employee Housing
Project Address: 26·K Pad, NW 1/4 SW 1/4 Sect 26, T7S, R96W
Notes :
Jf any required information is missing delays in issuing the pennit are to be expected. Work may not proceed
without the issuance of a permit. If it is determined by the Building Official thnt additional information is
necessary to review the application and plans to determine minimum compliance with the ndopted codes, the
application may be placed behind more recent npplications for building permits in the review pa·ocess and not
reviewed until required information has been provided and the application rotntes again to flrst position for
review, delay in issuance of the permit oa· delay in proceeding with consta·uction.
bpmimcqmhDcc2007
5
01111/2007
To: Mr. Danny Byrd
DBI Fabricating
Laurel, MS
John Aultman
8 Park Place 330
Hattiesburg, MS 39402
(60 1) 408-7350
RE: 2 Bed Room Rig Manager House.
As per your request, I have performed structural calculation on this structure to
determine the snow and wind capacity. The limits are loads application is as directed by
the 2003 International Building Code. The maximum snow load given in this letter has
one notable limitation; if this structure is placed with in 30' of a taller structure a load
less than show here will be the maxinmm. There are too many possible scenarios to
provide results. Wind overturning is based on a finished weight of 42,500 pounds.
Finished weights of less than 38,000 pounds will invalidate the maximum wind capacities
stated in this letter.
This letter is based on the attached llx17 drawing bearing my hand written requirements
in addition to the information shown.
The results and conditions are as follows.
Roof Snow 70psf, Exp. C, heated when occupied.
Wind: 120mph 3 sec-gust. This is the structural component limit as well as the structures
self weight to resist overturning, while unanchored.
Sincerely,
ATCO STRUCTURES
DIBOLL, TX
SUBJECT: Ground Anchor Tiedown Design ENGR: KEVIN M. FINN, P.E.
2700 W. WILDEN AVE., STE 4
GOSHEN, IN 46528
THE LOAD CONDITIONS FOR THE FOOTING DESIGN AND TIEDOWN SYSTEM ARE BASED ON A VARIOUS WIND SPEEDS
THE BUILDING CODE REFERENCE IS 20031NTERNATIONAL BUILDING CODE.
THIS CALCULATION IS FOR DEVELOPMENT OF THE GROUND ANCHORING TIE DOWN
SYSTEM FOR A MANUFACTURED MODULAR STRUCTURE.
THE ASSUMED MAXIMUM UNIT
WIDTH IS 11' 9"WIDE
SIX UNITS STACKED SIDE BY SIDE
HORIZONTAL
WIND LOAD
SEE BELOW
FOR ACTUAL
WIND LOAD VS.---+-
WINDSPEED
'I
WIND LOAD IS BASED ON THE CONDITION OF A MAX
15' BUILDING HT. OFF THE GROUND
FLAT PITCHED ROOF
11.75 FT/PERI
n I'
DEAD LOAD = 44 PSF
EFFECTIVE ROOF
AND WALL PROJECTION
10.5 FT
92.0 IN
DESIGN OF TIEDOWN STRAPS & WALLJROOF/FLOOR PROJECTION •
WIND
SPEED
MAX. DESIGN TENSION LOAD OF STRAP I ANCHOR 3150 LBS
HORIZONTAL COMPONENT BASED ON ANGLE OF STRAP = 2227.05 LBS
MAXIMUM SPACING OF STRAP TIEDOWN •
HORIZONTAL
WIND LOAD
LATERAL LOAD
APPLIED TO FLOOR RIM
FRICTIONAL
RESISTANCE
SPACING
OF GROUND
ANCHORS
90 MPH, EXP. C 16.093 PSF 168.98 PLF 186.12 PLF NONE REQ.
FRICTIONAL RESISTANCE ADEQUATE FOR HORIZONTAL RESISTANCE BASED ON 0.2 FRICTION FACTOR
VERTICAL TIEDOWN •
90 MPH, EXP. C
WIND UPLIFT = 10.30473 PSF
WIND UPLIFT REACTION (after sublracling dl) = -111.88 PLF ·NO STRAP REO.
OVERTURNING REACTION AT SIDEWALL = (WIND PRESS. x WALL HT.'212 • 213 (DEAD LOAD) x UNIT WIDTH'212) I UNIT WIDTH
-117.30 LBS PER LINEAL FT. OF LENGTH OF BUILDING
OKAY NO
..
~···
Noble Energy, Inc, (Noble) Well Pad 26-0
Temporary Employee Housing
Housing Details
The following table details the trailers and estimated number of occupants for the
temporary employee housing at the 26-0 well pad.
Trailer Use Size Occupants Provided By
Direct/Mud Office/Living 12' X 40' 1 Outpost
Company Man Office/Living 13' X 58' 2 Outpost
Rig Office/Manager Office/Living 12' X 54' 1 Noble
Crew Quarters Living 14' X 60' 10 Outpost
Crew Quarters Living 14' X 60' 10 Outpost
Total Living on 24
Location
Buildings provided by Noble will be built by ATCO to meet all Garfield County building
requirements. ATCO has obtained Certification from the Colorado Department of
Housing (CDOH) specifications that their buildings meet the appropriate specifications.
Buildings provided by drilling contractor or other contractors will be built to meet all
Garfield County building requirements. Photographs of the Colorado Division of Housing
certification tags are provided for the housing units that immediately available to Noble.
For those units that currently do not have CDOH certification tags or those units that
have not been delivered yet, detailed specifications from the manufacturer are provided
(see attached). Evidence of the CDOH certification will be provided to the Garfield
County Building and Planning Department prior to occupancy at well pad 28-0 (parcel
240926400137).
All trailers, potable water systems and wastewater systems will be located within the
confines of the well pad as approved by the COGCC. The site plan for the 28-0 well
pad is provided along with this submittal.
Noble Minor Permit Application for Temporary Housing Cordilleran Compliance Services, Inc
0\.oLSSO N ~
ASSOCIA T ES CORDILLERAN
December 31, 2008
Kenneth Smith
Garfield County Building and Planning
108 8th Street Suite 401
Glenwood Springs, Co 81601
----
Subject: Responses to comments from K. Smith, Noble Energy 26-K Building Permit
Dear Kenneth Smith :
Cordilleran Compliance Services (Cordilleran) is providing environmental compliance services
to Noble Energy, Inc. (Noble) for a Building Permit that will accompany a Minor Temporary
Housing permit for Noble 's Pad Site 26-0, SWSE Sect 26, T7S, R96W in Garfield County
Colorado. To this end , Cordilleran is submitting the attached responses to your comments.
If you have any questions or concerns regarding this application please contact me at the
number listed below.
Sincerely,
Lorne C . Prescott
Senior Project Scientist
Cordilleran Compliance Services, Inc.
A division of Olsson Associates
826 21 Y2 Road
Grand Junction, CO 81505
Enclosures:
Response data.
826 2 1 ~ Roa d
Gra nd Jun ctio n , CO 8 1505
TEL 97 0 .263.78 00
FAX 97 0 .263.74 56 www.oaco nsul ting .c om
---
Lorne Prescott
From:
Sent:
To:
Subject:
Attachments:
From: Ken Smith
Ken Smith [ksmith@garfield-county.com]
Friday, December 12, 2008 8:49 AM
Lorne Prescott
FW:
TEH perm itchecklist. pdf; TE Hframingplans. etc. pdf
Sent: Friday, December 12, 2008 8:13 AM
To: 'lorneprescot@cordcomp.com'
Cc: Andy Schwaller
Subject:
Lorne,
Re: Noble Energy , Inc., well pad 26-K, Parachute
I received your message yesterday after we talked ; I will return it after Sam. Until then, I have attached some typical
framing/foundation layouts we have received for temporary housing units. Could you please submit gravity load
calculations and/or a letter from an Engineer sta ting the soil properties are sufficient to bear the main rails on grade he
should also address weather perimeter support is required, could they also provide locations and details for any tie-downs
if they are required.
As I mentioned yesterday, it appears only ONE set of drawings were submitted for this permit, could you please submit
another set along with the supplemental information.
Respectfully,
Kenneth H. Smith
Plans Examiner
1
Data and feedback from the trailer manufacturer and from Engineer's
analysis indicate that no additional support is required for trailers.
To: Danny Byrd; Vic Garcia; DCox@nobleenergyinc.com; Lome Prescott
Cc: ken@dannybyrdinc.com
Subject: RE: Emailing: Rig Managers house certification.pdf, Rig Manager's House#l.pdf
Thank you for your help .
Lome C. Prescott I Cordilleran, a division of Olsson Associates
826 21 'li Road I Grand Junction, CO 81505 llprescott@oaconsulting.com
TEL 970 .263.7800 ext. 2011 I CELL 970 .210 .68891 FAX 970.263.7456
CORDILLERAN
0\otSSON
1\SSOCIA T U
From: Danny Byrd [mailto :fabwld @dannybyrdinc .com]
Sent: Tuesday, December 30,2008 10:37 AM
To : Vic Garcia; DCox@ nobleenergyinc.com ; Lome Prescott
Cc: ken@dannybyrdinc.com
Subject: RE: Emailing: Rig Managers house certification.pdf, Rig Manager's House#l.pdf
Vic;
Wow, I am sorry I missed all Mr. Prescotts' calls. Although, we too have had some problems in contacting John
Aultman, it is our understanding that his findings were based on the house free standing as drawn, supported by
the v crimped pattern on 10 ga. outer wall skin, with additional vert. supports at doors @ window areas,
augmented by the 2 x 4 studs then osb board then interior paneling.
This issue has been addressed on several occasions and it was my understanding that it had been resolved .
We will be happy to assist in any way we can .
Best Regards,
DannyB
t...a;G:n l n .r.f'o!.·
WELDING & FABRICATION
Danny Byrd Inc.
www.dannybyrdinc.com
1416 Sharon Sandersville Road
Laurel, MS 39443
PH: 601-649-2524
FX: 601-649-2516
From: Vic Garcia [mailto:Vic.Garcia@hpidc.com]
Sent: Tuesday, December 30, 2008 9:48 AM
2
011/1/2007
To: Mr. Danny Byrd
DBI Fabricating
Laurel, MS
John Aultman
8 Park Place 330
Hattiesburg, MS 39402
(601) 408-7350
RE: 2 Bed Room Rig Manager House.
As per your request, I have performed structural calculation on this structure to
determine the snow and wind capacity. The limits are loads application is as directed by
the 2003 International Building Code. The maximum snow load given in this Jetter has
one notable limitation; if this structure is placed with in 30' of a taller structure a load
less than show here will be the maximum. There are too many possible scenarios to
provide results. Wind overturning is based on a finished weight of 42,500 pounds.
Finished weights of less than 38,000 pounds will invalidate the maximum wind capacities
stated in this letter.
This letter is based on the attached llxl7 drawing bearing my hand written requirements
in addition to the inforn1ation shown.
The results and conditions are as follows.
Roof Snow 70psf, Exp. C, heated when occupied.
Wind: 120mph 3 sec-gust. This is the structural component limit as well as the structures
self weight to resist overturning, while unanchored.
Sincerely,
Soil properties and capacity calculations
Lorne Prescott
From:
Sent:
To:
Cc:
Subject:
Attachments:
Lome,
Craig_Helm@URSCorp.com
Monday, December22, 20081:10 PM
Lome Prescott; mbonkiewicz@nobleenergyinc.com; LPavelka@nobleenergyinc.com
Don_Berger@URSCorp.com
26K man-camp trailer loads and bearing capacity calculations
26K_calculations_package.pdf
I have attached the 26K man-camp trailer bearing capacity calculations as discussed this week. Below is a outline of the construction
methodology, soil properties and calculated stability of the trailers.
The 26K pad was constructed using blasted rock-fill generated from the cut-portions of the pad. The material consists of gravels and
cobbles sized, angular, shale. It was placed in 1-2ft lifts and compacted using the D9 dozers (107,000lb) and sheepsfoot rollers (on the
upper 6ft of the pad). This provides a stable platform to establish the drill rig on and stage equipment and machinery for the drilling
operation.
A series of trailers will be placed on the fill section of the pad for the man-camp. The maximum weight of the trailers is 42,000 Lbs
resulting in an additional260 psfbearing pressure applied to the surface of the pad. Bearing capacity calculations of the rock-fill pad
were completed. The properties of this shot-rock material are:
phi = (36-40) deg
c = Opsf
unit weight = 120pcf
The factor of safety (FS), calculated against a bearing and shear failure was FS = 14.6 (phi=36deg). This confirms the soil properties
and compaction effort applied during construction are sufficient to support the loads of the trailers and main housing units of the man-
camp.
Please let me know if you have any further questions,
Thanks
Craig
Craig Helm
URS Corporation
713 Cooper Avenue, Suite 100
Glenwood Springs, CO 81601.
Phone: 970 384 4734
Cell: 970 379 7393
Fax: 970 945 9182
This e-mail and any attachments are confidential. If you receive this message in error or are not the intended recipient,
you should not retain, distribute, disclose or use any of this information and you should destroy the e-mail and any
attachments or copies.
(See attached file: 26K _calculations _package.pdj)
1
URS
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(F5)
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jlttr-' /.., • r{ II",. I • 7/tc_ F S r't:r lar ;;., ..(. c_../
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I \ '-
~\:. (
f,),'
i
800 I l I I I
600
400
Nq::: ert tan o) tan2 (45 + 41/2)
Nc=(Nq-1)col$
300 N1 =2(Nq+ 1) tan~
200 ------f--.·
. -------· ...
N;j
IT
J Nqj,
l I
800
600
400
300
200
: ('' \ --···· --------· .N"\1
z
,;
0
N
·~
0. • 0
~ c ·c • • "'
.. ----
100
80
60
40 i=c'
30
20
10
8
6
-N ~
4
3
2
LO
0.8
v Nq
/
I
I
0.6
0.4
0.3
0.2
I
J-/
I
I Yl . .// .c_. 'f/ j -----... ·----. ... //· ...
I lj,1
. 7
/
';?
I# .
~· ' ------
/ r ----------f--+-..
I;(
-----~ '
.. ·----+--
. .. -/! v NqiNc
/ . --·· ··----.
... ..... ' ' ' . ----
1-·-
/
1 00
80
60
40
30
20
1 0
8
6
4
3
2
1
0
0
.8
.6
--0 .4
.3 0
0 .2
0 ~1 .1
o s 10 1s w • ~ ~ w a w
Angle of internal friction, q~
/
Foundations • 475
• N, N, N,
0 5.14 1.0 0.0
5 6.5 1.6 0.5
10 8.3 2.5 1.2
15 14.0 3.9 2.6
20 14.8 6.4 5.4
25 20.7 10.7 10.8
30 30.1 18.4 22.4
32 35.5 23.2 30.2
34 42.2 29.4 41.1
36 50.6 37.7 56.3
38 61.4 48.9 78.0
40 75.3 64.2 109.4
42 93.7 85.4 155.6
44 118.4 115.3 224.6
46 152.1 158.5 330.4
48 199.3 222.3 496.0
50 266.9 319.1 762.9
Figure 13·4 Bearing capacity factors for the bearing capacity equation.
The relationship between the bearing capacity factors, N(1, N,., and N-v and the angle of in-
ternal friction is presented in Figure 13-4.
The first and third terms in this equation represcnl the Prandti-Reissner solution for the
condition of a weightless soil. The second term represents the separate solution to a deter-
mination of the ultimate bearing capacity for a cohesion less soil with weight but no over-
burden effects (a necessary consideration because the Pnmdt\-Reissner terms do not in-
clude a shearing resistance from the effect of soil weight and internal friction, <1>. in the
failure zones). This method of superposition (i.e., a simple combination of three terms) to
474 • Chapter 13
estimations, simplifies the analysis, but the effect is to provide conservative results. When
subject to a foundation loading ncar to the ultirnate, zone I behaves a'> an active zone thnt
pushes the radial zone II sideways and the passive zone lJI laterally upwards. Boundaries AC
and DE shown on Figure 13-3c me c.:-~:-;cntinlly straight lines; the shape of section CD varies
from circular (when the soil angle. ol' internal friction¢ is z:ero degrees) to a curve interme-
diate between a logarithmic spiral nnd a circle (when 4> is greater than zero degrees).
Terzaghi developed a general bearing capacity equation for strip footings that combined
the effects of soil cohesion and internal friction, foundation size, soil weight, and surcharge
effects in order to simplify the L'i\ll:tll<ttions necessary for foundation design. His equation
utilized the concept of dimensioniGss hcuring capacity factors whose values are a function
of the shear possessed by the supponing soils. Through ensuing years, the ultimate bearing
capacity for shallow and deep foundations has continued to be studied in the quest for rc~
fined definition of foundation soil hehavinr ;.tnd a generalized bearing capacity equation that
agrees well with failure conditions occurring in model and large-scale foundation tests.:1
Modifications to early concepts haw c1nergcd from such studies, but the general form of the
11:rzaghi bearing capacity equation has b(~t~n retained because of its practicality.
The ultimate bearing capacity equation, :-;hown as Equation 13-la and developed from
the conditions outlined in Figure U<k for long footings, has been found to provide good
ngreement with ultimate loads observed !'or model and large-scale foundations. This equation
shows the Tcrzaghi format, but the L'lll'rcnl dimensionless bearing capacity factors are there-
sult of better definition of the. soil l'<li lure zones:
(13-ln)
where Q111 t :::=:. total loading acting at the base of the strip foundation whose width is Band
length is L (kips, kN, clc.)
Q;11 = load acting at base or !i.Htndation for unit length in L.direction (kN/m, k/ft 1 etc.)
qull ==ultimate gross bearing capacity or soil bearing pressure (kN/m 2, ksf, etc.)
c = eohesion of the soil below foundation level (kN/m2 , kPa, ksf, etc.)
Dr""' depth of footing below lowest adjacent soil surface (m, ft, etc.)
'Y; = effective unit weight or soil below foundation level (kN/m 3, pcf, kef, etc.)
'Y 2 = effective unit weight of :-;oi! above foundation levei'(kN/m 3 , pcf, kef. etc.)
N(.'! N'Y, Nq := soil-beaL·ing capacity factors, dimensionless terms, whose values relate to the
angle of internal friction, <1>, whereby:
N,1 = tan'(45 + <1>/2)(e)"""'
where e = base of naturallogarithims, 2.71 H2H
N, = (N,, -I) cot <I>
= 5.14
N, = 2(N, + I) tan <I>
0 0
~Meyerhof [216}, Hnnsen [ 132], Vesic I t32J, D~lker IJ5YI.
(for~>> 0")
(for 4> = 0")'
'1A rigorou~ mathematical sohnion for 1hc value ur N, when 4> equals zel'() is presented by Jumikis
1160, pp. 626-27}.
Tie Down Details, will be applied if required.
Leslie Sornsin
From: Lome Prescott
Sent:
To:
Friday, November 14, 2008 1:23PM
Leslie Somsin
Subject: FW: Driveway permit exemption request for Noble temp housing locations
Lome C. Prescott
Project Scientist
Cordilleran Compliance Services
826 211/2 Road
Grand Junction, Colorado 81505
970.263.7800 Office
970.263.7456 Fax
970.210.6889 Cell
CORDILLERAN
From: Jake Mall [mailto:jmall@garfield-county.com]
Sent: Friday, November 14, 2008 1:17PM
To: Lorne Prescott
Subject: RE: Driveway permit exemption request for Noble temp housing locations
Lome you will be exempt from the deiveway access requirement for this location. Jake
-----Original Message-----
From: Lorne Prescott <LomePrescott@cordcomp.com>
Sent: Friday, November 14, 2008 I: II PM
To: Jake Mall <Jmall@garfield-county.com>
Cc: Leslie Somsin <LeslieSomsin@cordcomp.com>
Subject: Driveway permit exemption request for Noble temp housing locations
Jake,
As always, thanks for the help on my other permits, this time I am preparing a Temp Housing Permit and a Building Permit for
Noble.
I am preparing Building Permits for Temporary Employee Housing Units for I Noble location. This is on a COGCC approved well
pad location, in Section 26, township 7 south, range 96 west,. This pad is accessed via County Road 300 to County Road 304 to an
existing private roadway.
Attached is a map of the roads leading to the location.
1
I need a driveway penni! exemption letter rrom you. Could you send me an email that I can use for my Building Permits?
I appreciate your help, thanks very much.
Please call me if you have any questions.
Lome
Lome C. Prescott
Project Scientist
Cordilleran Compliance Services
826211/2Road
Grand Junction, Colorado 81505
970.263.7800 Office
970.263.7456 Fax
970.210.6889 Cell
2
Inspection Report
COLORADO STATE ELECTRICAL BOARD
INSPECTION REPORT I CORRECTION NOTICE
Page I of I
Date Received: 26-JAN-09 Permit Number: 663202
Contractor/HomeOwner: BRAD'S ELECTRICAL SERVICE
High Mesa Road Address:
Type of Inspection: Final
Action: Accepted
Comments or Corrections:
1) 250.53G Drive ground rod flush with grade 2) Installer on site making corrections 3)
Electrical Final OK
Inspectors Name: Cyrus Tuchscher
Phone Number: 970-625-5085 Date: 26-JAN-09
COLORADO STATE ELECTRICAL BOARD
DEPARTMENT OF REGULATORY AGENCIES
1580 Logan St. Suite 550
Denver, Colorado 80203-1941
Phone: (303) 894-2985
https://www. dora. state.co. us/pls/reai/Ep _Web_ Inspection_ GUI.Process _Page 2/10/2009
COUNTY OF GARFIELD -BUILDING DEPARTMENT
CORRECTION NOTICE
108 8th St., Suite 401 Glenwood Springs, Colorado
Phone (970) 945-8212
Job located at _ __.,.;(=< ._._6,£_!_/<--'Cr( __________ _
Permit No. )/ ~ o6 .
I have this day inspected this structure and these
premises and found the following corrections needed:
Xcall for Re-lnspection
){$50.00 Re-lnspection Fee must be paid prior to Re-lnspection
You are hereby notified that the above correction must be inspected
before covering.
When correction(s) have been made, call for inspection at 970-384-5003.
Date /-,;,<{-OJ 20 /7--==-r--
Building Inspector ~~
Phone (970) 945-8212
N 11206
o. ---~-~-J,le. ~ .tll? 1<. -1-'1.s-
~ BUILDING PERMIT CARD
Assessor's Parcel No.2 407-?f7 1-00-ct)'ij
Date ___ 11_81_2_0_09 __
Job Address __ !"'~"!!:ll~p~aEt~2i~K-:!:_I~s!es~.~a~s.c:T~7~S!:, ~R9~s~w~~Cw~~~J.~~uf62.1~~~L~3~0~~~C~l{t5..)-J-----
owner Noble Energy Address 100 Glenborough #100 HOU Phone # 970-285-1400
Owner Same as owner Contractor----------~----Address ____ ~-----Phone # ____ _
Setbacks: Front _____ Rear _____ RH _____ LH _____ Zoning ____ _
temp emp housing
Soils Test------------
Footing-------------
Foundation. ___________ _
Grout _____________ __
Underground Plumbing--------
Rough Plumbing ---------
Framing, ____________ _
Insulation ------------Roofing ____________ _
Drywall -------------
Gas Piping-------------
INSPECTIONS
NOTES
Weatherproofing ____________ _
Mechanical ______________ _
Electrical Rough (State)-~~-~---~--
Eiectriqal Final JState) f-;)? · oCJlJ;fF.
Final [-${) -0'{ /Checklist Completedfkh'\;
Certificate Occupancy # ----------Date _____________ _
Septic System # _____________ _
Date -------------Final ____________ _
Other ________________ _
(continue on back)
BUILDING PERMIT
GARFIELD COUNTY, COLORADO
INSPECTION WILL NOT BE MADE UNLESS
THIS CARD IS POSTED ON THE JOB
Date Issued __l-_'(2~· _,.0,_0)_._ ________ Permit No. _ __L\ _,_\ 'lb-"""'""-'Le!"L-_______ _
AGREEMENT
In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations
related to the zoning, location; construction and erection of the proposed structured for which this permit is
granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location,
erection and construction of the above described structure, the permit may then be revoked by notice from the
County Building department and IMMEDIATELY BECOME NULL AND VOID.
use TEMPog,Ag.Y l-\oUStNG"1
Address !ll' Legal Description we.LL PAO 2-l.a-K
Owner NOOLE eJe;rl C,'/ \ N(.,. Contractor __QWC!.N"'-'E"R......._,...._ _____ _
Building Permit Type C.0MME}2Ll A\_
This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection
INSPECTION RECORD
Footing Driveway
Foundation I Grouting Insulation
Underground Plumbing Drywall
Rough Plumbing ~ectric FinaiJby State Inspector) ~4-G~ =z_.
(Prior to Final) o-f iy ~ 1-;2£. ~ o'f
Rough Mechanical Septic Final
)-~-()9 ~
Gas Piping FINAL
1-3--D-eCf liJntl--
Electric Rough (by State Inspector)
(You Must Call For Final Inspection)
(Prior to Framing) Notes
Framing
(to include Roof in place &Windows & Doors installed & Firestopping in place)
THIS PERMIT IS NOTTRANSFERABLE
For Inspection Call970·384-5003 Office 970-945-8212
108 8th Street, Suite 401 Glenwood Springs, Colorado 81601
DO NOT DESTROY THIS CARD
~::.ROVED). CO· Cf'J ~ W2J.M ~
__ .._-=-=--'-----P-R_o_T_Ec_T_P:~MIT.MoMWEJ\THE~~()..\~
(DO NOT LAMINATE)