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Application-Permit
Project Address Garfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81501 - Phone: (970)945-8212 Fax: (970)384-3470 Parcel No. Subdivision Issue Date: 121/1/2009 Section Expires: 06109/2010 Township Range 000669 CR 326 SILT, CO 81652 - 217935300463 35 6 92 Owner Information Address Phone Cell Circle B Land Company, LLC 109918th Street Denver CO 80202 • 970-876-1959 Contractor(s) Phone Primary Contractor Renegade Pipe (435)820-0131 Yes Proposed Construction/Details Installation of pre -fab building to house electrical equipment. Well Pad Circle B #4 FEES DUE Commercial Building Fee Plan Check Fee Total: A aunt' $181.25 $117.81 $299.06 Valuation: Total Sq Feet: $ 9,531.32 239 FEES PAID • Inv Total Amt Paid Amt Due Inv # BLC0-12-09-19928 $ 299.06 Check # 1052 Credit Card $208.81 $90.25 $ 0.00 Required Inspections: For inspections call : 1(970)384-5003 Inspection IVR See Permit Record Building Department Copy Friday, December 11, 2009 2 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82121 Fax: 970-384-3470 / Inspection Line: 970-384-5003 www.garfieid-county.com I Parcel Na: (this information is available at the assessors office 970-945-9i 34) g. i ! 35, 3 _ a 0—r f f 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description 6,../e1196-1) —C t rLAA_ B ch', Pt's r Po:. -j) Ley,n-1(4- C P. 32• f -.-. 3.2-C !`n- .,- ' c-sP 3 Lot No: Block No: Subd./ Exemption: 4 Owner: (property owner) Ci rc 6 C."tnal c'? LLC- Mailing Address: i i 9...-4 r4.-,140,-,- T24 (.2— Ph: cPr "3'o -s, 6_ IY Alt Ph; 970-3er /0.2.(1 Pe C✓:tb, Ili co P/6 5 nContractor: -2.;v1pA /c,wnie.. P, Mailing Address: Pon x poi f <G, Vi` '/S°i Ph: c� y3S-A24-!013/ Alt Ph: 6 Architect / Engineer: Power ';+rv.c.e r...7 c. Mailing Address: rs'62,.5 e'• y� r elf.,°- C.<Xec.r., 4-'-')/Y�2Z6ay Ph: got. - y 2- .7 7 .2 2, Alt Ph: 7 Sq. Ft. of Building: 2.€ 3.2S Sq. Ft. or Acres of Lot: 77, Height: No. of Floors: 8 Use of Building: A 0 9 Describe Work: e r 1,=.4,1-,... Ys a/1H`i,d,... ..4.- !// h1 --,i ��7 Dt.,.11✓`,^..i !y9 A/*G.'>'f r4.11 1etv./ h-fr 4 10 Class of Work: New ❑ Alteration Ei Addition 11 Garage:/4 n Attached o Detached Septic: A//e/9 cl ISDS ❑ Community 12 Driveway Permit: £>.a:l rdcr-,04 fei Jei1..c "6"6"-`0) ii•C+Y,if£-wcLG1+ Owners valuation of Work: $ (� / '1) C t�[`gos r Authority. This application for a Building Permit must be signed by letter of authority, signed by the Owner, must be provided Legal Access, A Building Permit cannot be issued without proof of NOTICE the Owner of the property, described above, or an authorized agent. if the signature below is not that of the Owner, a separate with this Application. legal and adequate access to the property for purposes of inspections by the Building Department. Electrical Permit, (2) County ISDS Permit, (3) another permit required tor use on the property identified above, e.g. State or Discharge Permit. authorized is not commenced within 180 days of the date of issuance and if worts is suspended or abandoned for a period of 180 CERTIFICATION contained above is true and correct. I understand that the Building Department accepts the Application, along with the plans based upon my certification as to accuracy. a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Regulation(s)). I acknowledge that the Building Permit may be suspended or revoked, upon notice from the County, if the location, are not in compliance with County Regulation(s) or any other applicable law. described above, to inspect the work, 1 further acknowledge that the issuance of the Building Permit does not prevent the if any, discovered after issuance; or (2) stopping constnrction or use of the structure(s) or facility(ies) if such is in violation the work by the Building Department do riot constitute an acceptance of responsibility or liability by the County of errors, omissions compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without THE NOTICE & CERTIFICATION ABOVE: /2--?— 0, Other Permits, Multiple separate permits may be required: (I) State County Highway/ Road Access or a State Wastewater Void Permit. A Building Perrnit becomes null and void if the work days atter commencement. 1 hereby certify that 1 have read this Application and that the information and specifications and other data submitted by me or on my behalf (submittals), Assuming completeness of the submittals and approval of this Application, the submittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that land Code, ISDS regulations and applicable land use regulations (County construction or use of the structures) and facility(ies), described above, I hereby grant permission to the Building Department to enter the property, Building Official from: (I) requiring the correction of errors in the submittals, of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of or discrepancies. As the Owner, I acknowledge that responsibility for timita 'on my architect designer, en ineer and/ or builder. I HE 4 BY ACKNOWLE E T1- T I HAVE READ AND UNDERSTAND I 1 / OWNERS SIGNATURE DATE STAFF USE ONLY Special Conditions: i l X # >r f:e Adjusted Valuation: C14 5'1b6. S2 Plan Check Fee: I (7* N Permit Fee: 184.26- Mann home Fee: Mise Fees: ISDS Fee: Total Fees: Fees Paid: Balance Due: BP No & Issue Date: ISDS No, & Issued Date: Setbacks: OCC Group: V Const Type: — 4 Zoning B G DEPT: n , � �G 7/ PING DEPT' \I \ \NNA) Wilati AP ROYAL DATE APPROVAL DATE The following items are repuired by Garfield Countyfor a final. Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and 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 running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready 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, and 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 and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway 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 THE 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 OF 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 abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OWNERS SIGNATURE Bappiicationdecember2007 /Z.3 -o5' DATE GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI -FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS 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. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and 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. TWO (2) SETS OF CONSTRUCTION DRAWINGS & TWO (2) SITE PLANS MUST BE SUBMITTEDFOR ALL APPLICATIONS. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re -bar, 1 anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house -rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be in compliance with the 2003 IBC, IPC, IMC, IFGC, and IFC, 2006 IECC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show 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 surveyors 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 // 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified y a licensed surveyor with their signature and professional stamp on the design. Yes Not necessary for this project 3. Does the site plan indicate the location and direction of the State, County or private road accessing the prope Yes 4. Have you provicd any RESOLUTIONS and/ or LAND USE PERMIT(S) associated with this property? Yes / if Yes please provide a COPY. No 5. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes Not necessary for this project 6. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? 2 Yes 1 Not necessary for this project 7. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accord nce with the building code or per stamped engineered design? Yes 1 Not necessary for this project 8. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this build* Yes / Not necessary for this project 9. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and e ? Yes Not necessary for project 10. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes Not necessary for this project 11. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds/per square foot in Garfield County)? Yes Not necessary for this project 12. Do the plays include design loads as required for floor loads under the IBC or IRC? Yes / Not necessary for this project 13. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes / Not necessary for this project 14. Is the wind speed and exposure design included in the plan? Yes 1 Not necessary for this project 15. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes / Not necessary for this project 16. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes / Not necessary for this project 3 17. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check/ pplicable zone district for building height maximum) Yes Not necessary for this project 18. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications o Phase II EPA certification? Yes Not necessary for this project 19. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? l Yes Not necessary for this project / 20. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the re irements of the IBC or IRC? Yes Not necessary for this project 21. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes Not necessary for this project 22. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes Not necessary for this project 23. Do the plan, include a complete design for all mechanical systems planned for installation in this building? Yes No Not necessary for this project 24. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBhapter 3) Yes Not necessary for this project 25. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes Not necessary for this project / 26. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? 4 Yes Not necessary for this project 27. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for bothexes? Yes Not necessary for this project 28. Do the plans indicate that restrooms and access/0 the building are handicapped accessible? Yes Not necessary for this project 29. Have two (2�) complete sets of construction drawings been submitted with the application? Yes 30. Have you designed or had this plan designed while considering building and other construction code requirements? Yes 1 31. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes ff 32. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes / 33. Do you understand that approval for design and/or construction changes are requiredurior to the implem ntation of these changes? Yes 34. 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 "Septic System" or "Road In)pact" fees required, at the time you pick up your building permit? Yes 35. Are you aware that you are required to call for all inspections required under the IBC including approval on a final itspection ,p r to receiving a Certificate of Occupancy and occupancy of the building? Yes 36. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agentand that the party responsible for the project must comply with the Uniform Codes? Yes 5 37. 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.yh. and 3:30 p.rn. Monday through Friday. Inspections are to be called in to 384-5003. Yes / 38. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.09/re-inspection fee? Yes 39. Are you aware that prior to submittal of 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 easement/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 conact the Road & Bridge Department at 625-8601. See Phone book for other agencies Yes 40. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perfymi installations and hookups? The license number will be required at time of inspection. Yes J 41. 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 submittal of the building permit a plication? Your attention in this is appreciated. Yes l 42. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes (Please check with the building department about this requirement) 43. 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 r quired to obtain a grading permit? Yes Not necessary for this project 44. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Sec 'on 1004 of the IBC to prepare the plans and specifications for the project. Yes Not Necessary for this project 6 45. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such a letter. %6 Yes 141/6 I hereby acknowledge that I have read, understand, and answered these questions to the best of any ability. ),,„„-u }J.,, /Z-3 49 Signature Date Phone: 6;70 3 (04 - lazy(days); SIF dcr.y (evenings) Project Name: C : rc ie 13 f Sc /1 k.' rr . ,secfro -(c: b. Project Address: Note: On any of these questions you may be required to provide this information. If required information is not supplied, delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay m issuance of the permit. C. Delay in proceeding with construction. bpminrepcommMar2009 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, 2006 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not ground): 40PSF up to 7000ft. elevation. 50PSF 7001 ft to 80006. 75PSF 8001ft to 9000ft. 100PSF 9001 to 10000ft. !!! ALL SNOWLOADS ARE MEASURED HORIZONTALLY AT THE ROOF NOT THE GROUND!!! Seismic design category: B Weathering probability for concrete: Severe. Termite infestation probability: None to slight. Wind speed: 90mph. Decay probability: None to slight Wind Exposure: B or C (see section R301.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 16over 7000ft. elevation. Air Freezing Index: 2500deg F -days to 7000ft.; over 7000ft. to be determined by Building official Ice shield under-layment required. Mean Annual temp: Variable SEE 2006 IECC FOR INSULATION AND ENERGY REQUIREMENTS. bpminrepcommMar2009 8 Contacts Building Plan Review Description of Work: Installation of pre -fab building to house electrical equipment. Bin #: F-3 Location Address: 000669 CR 326 SILT, CO J General ;Info rr€ation Case Manager: Ken Smith Plan Case Number: BLDG -12-09-6225 Parcel: 217935300463 Application Date: 12/03/2009 Owner: Circle B Land Company, LLC Applicant: Circle B Land Company, LLC Applicant Phone: 970-876-1959 Email: Building PlanninglZoning Engineered Foundation .Property Line Setbacks Driveway Permit 30ft Stream Setbacks Surveyed Site Plan Flood Plain Septic Permit and Setbacks Ruliding height Grade/Topography 30% Toning Sign -off Attach Residential Plan Review List Road Impact Fees Minimum Application Questionnare HOAIDRC Approval Subdivision Plat Notes Grade/Topography 40% Fire Department Review Planning Issues Valuation Determination/Fees Subdivision Plat Red Line Plans/Stamps/Sticker General Comments: Attach Conditions application Signed Plan Reviewer To Sign Application Parcel/Schedule No. 40# Snowload Letter - Manu. Homes Soils Report Friday, December 4, 2009 WkragifkiNIVADIMEtiilti[111 Limited Impact Review Permit Circle -B Land Company, LLC (Pill Barrett Corporation) fora (Produced) Water Storage or Treatment Factltty In accords= with and p tote provisions oftbe goiretetCanary (breed Lem4 latagnigalgan as amended, and Resohttion No. 2009;46 of the Board of Cotmty Commission= of Garracid Casty, State ofCo/mado, hereby rrathorizer, aPwmit drones the Limited impact Review (L 1209) kr the fallowing setiv ty installation / 4geratkm of a Produced Water Storage and Treatment Facility located on the Circle B N4 Wel Pad; on 1O acres ofa 279.27 -acre tract owned by are* B Laved Company, LLC, situated In the SWOWr/,. N W'4 SEM SIM SPANN% W74SE% ofSecdon 35, TM, 292 West of the b P.M in Garfield Cow: , Colorado,fiuvther•described as Parcel # 2179-353-00.463 The Permit is issued subjeet to the ooh set ibah in the above-utentioned rraoluaice, and shall be valid only timing oqutpliance with such conditions and other applicable previsions of*: Garfield County ,Zomig Resolution, Subdivision dons. Bulldog Code, and otter tegulatians alba.Board of County Commissioners of Wield County. Colos:do. BOARD Or R�4sp born#: 11-4!96z 1 07/08;2 409 02;67.52 PM Jean 13lberfco 1 of 6 Seo Fara:$6.66 Doe Fee:B.OD CANFIELD COUNTY cO STATE OF COLORADO ) )ss County of Garfield ) At a regular meeting of the Board of County Commissioners for Garfield County, Colorado, held in the Comm ssioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on Monday, the 1sc day of June A.D. 2009, there were present: Johti. Martin , Commissioner Chairman Mike Samson , Commissioner Tr si Foupt , Commissioner Don DeFotd , County Attorney Jean Alberico , Clerk of the Board Ed Gten (absent) , County Manager when the following proceedings, among others were bad and done, to -wit: RESOLUTION NO. 2009--46 A RESOLUTION CONCERNED WITH THE APPROVAL 01? A LAND USE CHANGE FERMXT FOR A PRODUCED WATER STORAGE AND TREATMENT FACILTITY ON A PARCEL OF LAND OWNED Bit CIRCLE B LAND COMPANY, LLC (BILL BARRETT CORPORATION) LOCATED 4.5 MILES SOUTH 01? SILT, EAST OF THE INTERSECTION OF COUNTY ROADS 321 AND 326, IN THE SWi/BTW''!, NY2S'W'%, SE34SW A, SWINE'/'/2=WOF SECTION 35, TOWNSIIIP 6 SOUTH, RANGE 92 WEST OF THE f PM, GARFIEL' D COUNTY PARCEL NO4 2179-353-00-463 Recitals A. The Board of County Commissioners of Garfield County; Colorado, received an application for a Land Use Change Permit to allow for the construction and operation of a Produced Water Storage and Treatment Facility on 10 acres of a 279.27 -acre parcel owned by Circle E Land Company, LLC (Bill Barrett Corporation) located south of Chipperfield Lane. B. The 10' acres of a 279.27 -acre tract is located approximately .26 miles south of Chipperfield Lane, south of Silt in the SW'/NWY4, N'VVSW A, SE'/SW'/, SWANEY', W'14B of Section 35, Township 6 South, Range 92 West of the 6th PM, Garfield County. C. The subject property is contained within the Rural zone district and a Land Use Change Permit for a `Water Tank or Treatment Facility requires a Limited Impact Review to be 1 NM fl �1 tlitshiti 1 # CVEM 1111 kaceptiefx 774012 ei10012000 02:52:5 Jan R►berica 2 of 8 Rao Frl:iff. co Fe.:0.00 Gc*11E D COUNTY CO processed by Garfield County. D. The Board is authorized to approve, deny or approve with conditions a Land Use Change Permit for a 'Water Tank or Treatment Facility' pursuant to Section 1-301 and 4-105 of the aur rel C e . ttd Ilse. Resalrft"o0t}8 as amended, E. The Board of County Commissioners opened a public hearing on the 4th day of May, 2009, upon the question of whether the Laird Use Change Permit application for a `Water Tank or Treatment Facility' should be granted or denied, then continued the public hearing to the lit day of June, 2009. • F. The Board of County Commissioners opened a public hearing on the In day of June, 2009, during which hearing 'the pubic and interested persons were given the opportunity to express their opinions regarding the application, then closed the public hearing to make a final decision. H. The Board on the basis of substantial competent evidence produced at the aforementioned hearing, has made the following determinations of fact: 1. Proper posting and public notice were provided as required for the public hearing before the Board of County Cormnissioners. 2. The public hearing before the Board of County Commissioners was extensive and complete, that all pertinent facts, matters and issues were submitted and that all interested parties were heard at that hearing. 3. The above stated and other reasons, the proposed Land Use Change Permit for a 'Water Tank or Treatment Facility' has been determined to be in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. 4. The application has met the requirements for a Limited Impact Review (Article IV) and associated applicable Standards (Article VII) of the Gir reld Cun ni e• Lard U.re Resolution of 2008; as amended. RESOLUTION NOW THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that: 1. The forgoing Recitals are incorporated by this reference as part of the resolution. 2. The Land Use Change Permit to allow for the construction and operation of a `Water 2 111 W ' �1 t1�l�rfiiifil � �� t � MIR Regwtion#: T7M 971104/2000 02:57:62 PM .bran Alb rico 3 of 15 Rio Fee:60.04 Doo Fie:0.04 GARFIELD COUNTY CO Tank or Treatment Facility' on 10 acres of a 279.27 -acre tract of land, located on CR 326 is hereby approved subject to compliance with the following conditions: 1. Proper posting and public notice was provided as required for the meeting before the Board of County Commissioners. 2. The meeting before the Board of County Commissioners was extensive and complete, that all pertinent facts, mutters and issues were submitted and that all interested parties were heard at that meeting. 3. The above stated and other reasons, the proposed special use permit has been determined to be in the best interest of the health, safety, morals, convenience, order, prosperity and welfare of the citizens of Garfield County. 4. The application has met the requirements of Limited Impact Review Permit (Sections 4-501) the Garfield County Unified Land Use Resolution of 2O0%, as amended. Staff recommends the Board approve the request for a• Limited Impact Review ;Permit for the Produced Water Storage Facility at Circle 13 Well Pad #4. for Bill Barrett Corporation LLC with the following. conditions: 1. That all representations of the Applicant, either within the application or stated at the hearing before the Board of County Commissioners, shall be considered conditions of approval unless explicitly altered by the Board. 2. That the operation of the facility be done in accordance with all applicable Federal, State, and local regulations governing the operation of this type of facility. 3. That the Applicant shall comply with the fire protection provisions included in the rules and regulations of the Colorado Oil and Gas Conservation Commission (COGCC) and the International Fire Code as the Code pertains to the operation of this facility. 4. Vibration generated: the produced Water Storage Facility shall be so operated that the ground vibration inherently and recurrently generated is not perceptible, without instruments, at any point of any boundary line of the property on which the use is located. 5. Emissions of smoke and particulate matter: the Produced Water Storage Facility shall be so operated so as to comply with all Federal, State and County air quality laws, regulations and standards. 6. Emission of heat, glare, radiation and fumes: the Produced Water Storage Facility shall be operated so that it does not emit heat, glare, radiation or fumes which substantially 3 imtr'krvi ,l lai f ;h cWih' wilii 111,4 E M t.agy tian0; 776061 07)0672606 02:67:62 PM Joan Albarico 4 of 6 Ro3 Fea:$0.00 Dao Fee:0.00 GARFIELD COUNTY CO interfere with the existing use of adjoining property or which constitutes a public nuisance or hand. ?. All equipment and structures associated with this permit shall be painted with non - reflective paint in neutral colors (sage green) to reduce glare and make the facility less conspicuous. 8. Volume of sound generated shall comply with the standards set forth in the Colorado Revised Statutes and COGCC Series 800. Volume of sound generated shall comply with the Residential standards set forth in the Colorado Revised Statutes and COGCC Series 800. 9. Electrical pumps and generators shall be used to reduce emissions and noise. 10. Lighting shall be pointed downward and inward to the property center and shaded to prevent direct reflection on adjacent property. 11. A safety meeting that includes fire/wildfire response planning, updating of maps contact lists, securing a hazardous materials permit, and a site inspection shall be performed with the fire service provider (Burning Mountains Fire Protection. District) no less than annually. 12. Dust mitigation on the sites and access roads shall be performed to prevent fugitive dust. 13. The spill containment measures shall include electronic `fail-safe' alert system, manifolds between the tanks, tank enclosures, a durable synthetic membrane liner for the entire tank basin and an earthen berm. 14. To ensure safety to wildlife and domestic animals as well as to ensure that habitat considerations are addressed: a. Division of Wildlife `wildlife friendly' fencing shall serve as the guide for fencing on the site, b. A bear -proof dumpster or waste container shall be provided on the site, c. When the pit associated with the installation: of the salt water disposal well is installed and contains liquid, that pit (pond) shall be lined, mesh fenced around the pond perimeter, and netted over the top to prevent access by wildlife that might be attracted to the liquid there. An escape mechanism shall be incorporated in the pond's design by which an animal or human being can escape the pond in the event they inadvertently fall into it. d. No domestic animals, such as dogs, shall accompany employees or subcontractors to the site. 4 i11�'ra`Y�1I�i;tl�1116.i 1 111 09009tio09• 776062 Vi00/2009 92:57:52 PM Jean Ribrorico 5 of 5 Ptra Fej:39,00 Doc pe4<0.00 CNRFTEU) COUNTY CO e. Construction be limited to the `Ideal construction periods' listed in Table 1 on page 5 of the ffildlife Assessment and Mifigatien Report. those being: May 1- 15, July 16- November 30, and reduction of the sagebrush/pinyon/juniper plant carnrnunity shall be minimized. Actions to avoid a wildlife takings under the Migratory Bird Treaty Act (MBTA) the following mitigations shall be applied: 1. If work in potential nesting habitat must occur during the nesting season and roust be cleared, that clearing shall be undertaken prior to the nesting season so that nesting habitat (trees and shrubs for most species in this area) is not present in the construction, area. 2. If clearing was not accomplished prior to the nesting season, the area shall be surveyed by a qualified wildlife biologist to determine if birds are nesting: If none are present, clearing may proceed. 3. if nests are present, construction shall be delayed until after July 151h or until the birds are no longer using the nest. 4. If clearing must be done in an area with nesting birds, a 10 meter buffer around the nest•shall be established until the birds are no longer using the nest. 15. Prior to the issuance of the permit, financial contribution towards road maintenance on Chipperfield Lane, as per GarCo Road & Bridge Department, as well as traffie control plans and proper permits from GarCo Road &c Bridge for overweight/oversize vehicles shall be in place. 16. Prior toissuance of the Permit, a reclamation security of $4000 per acre shall be submitted for the 10 -acre site disturbance, as per the Garfield County Vegetation Manager if the use as a produced water storage / treatment facility is ended, reclamation shall be initiated within 60 days and meet the requirements set forth in the reclamation plan. in place on the date the Limited Impact Review Permit issued, or the site reclamation standards in place at the time of use cessation, whichever is more stringent. The reclamation standards at the date of permit issuance are cited in Section 4.06, 4.07 and 4.08 of the Garfield County Weed Management Plan (Resolution #2002-94). Should a financial security of equal value for equal purpose be required by COGCC permit; the County shall consider provisions for returning the financial security by considering a written request and justification from. the Applicant to the BOCC. 17. No less than 5 days before operation commences, the Applicant shall provide notification to the Garfield County Environmental Health Department that the facility has met all CDPHE air quality emission control, notice and permitting requirements. 18. Proper building or grading permits shall be secured from Garfield County prior to construction. 19. Amendment to this permit may be considered under a Limited Impact Review . Amendment. 5 r tliK kteMri 114 If III R tl : 778962 6 v� o Fee:56.06 Coo Poor:an 0.000x8 RFIEI.A COUNTY CO Dated this VP day of , A.U. 20 Q 1 . ATTEST: GARFIELD COUNTY BOARD OF COMMS r RS, . GARFIELD COUNT ,COLi'O ierk of the Board Upon motion duly made and seconded f. agoing solution following vote: was adopted) by the COMMISSIONER CHAIR JOHN F, MARTIN ye COMMISSIONER MIKE SAMSON . Aye CS SI OUT 8 :. Aye STATE OF COLORADO County of Garfield ) )ss , County Clerk and ex -officio Clerk of the Board of County Commissioners, in and for the County and State aforesaid, do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Corr unissioners for said Garfield County, now in my office. IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seal of said County, at Glenwood Springs, this day of A.D. 20 _ _ _. County Clerk and ex -officio Clerk of the Board of County Commissioners • 6 Doug Dennison From: Jake Mall jjmall@garfield-county.comj Sent: Tuesday, January 20, 2009 1:52 PM To: Doug Dennison Subject: RE: Bill Barrett Access Attachments: image001.jpg Doug: Bill Barrett does have a driveway access permit off of Chipperfield Lane at the west end of their property and also one at the east end of Chipperfield lane that also accesses the Circle B property. Unless they are adding a driveway access they are exempt from the driveway access standard for future operations. Thanks Jake B. Mall Administrative Foreman Garfield County Road and Bridge Department 970-625-8601 Office 970-618-6194 Cell From: Doug Dennison[mailto:ddennison@oaconsulting.com] Sent: Tuesday, January 20, 2009 12:29 PM To: Jake Mall Subject: Bill Barrett Access Jake, 1 am working on a land -use permit for BBC for a project on their Circle B property off of Chipperfield Lane. Can you tell me if the access into this property — approximately 1.2 miles east of Dry Hollow Road — has the necessary driveway permit and if there are any particular issues that need to be addressed for this access? Thanks. Doug Dennison 1 Cordiileran, a division of Olsson Associates 826 21 1/2 Road 1 Grand Junction, CO 815051 ddennisonCa7oaconsultinq.com TEL 970.263.7800 ext. 20161 CELL 970.270.28531 FAX 970.263.7456 R� CORD1LLERAN r F �t A divki n iif CMsso!i ASSQGlA'E$ i Permit Crd Garfield County Building and Planning Department 10813th Street, Suite.401 Glenwood Springs, CO 61601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLC0-12 O9 139 Perm# Type: Commercial Building. Work Classification: New Issue Date: 12/11/2009 Expires: 06/09/2010 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. Commercial Building Parcel #:217935300463 I Owner's Mame: Circle B Land Company, LLC !Job Address: 000669 CR 326 SILT, CO 81652- Carltractor(sl Renegade Pipe Phone Primary Contractor (435)820-0131 Yes inspection Scheduling Code Owner's Phone: 970-876-1959 Total Square Feet: 169 Work Description: 7 20) ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED, For Inspections Call: 1-888-858-5306 Comments Pass Data rinspection Footers -.: ' m "° w. 4tAft le5 /sole Afr "i 41*,( 15 mi s,1,74 I L .P I-7/0 Foundation Walls Framing miir: 6,o 7:1 Drywall 2 Final ".,-: . Misc F' insulation Grout Mechanical UG Plumbing = g,: Rough Plumbing Gas i ~ 7 20) ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED, For Inspections Call: 1-888-858-5306 BILL BARRETT CORP. STRUCTURAL ANALYSIS FOR: #C0903075B — ELECTRICAL SKID Prepared for: Power Service, inc. Prepared by: Pillar Structural Engineering September 9, 2009 PILI II STRUCTURAL ENGINEERING 130 West Collins Drive Casper, WY 82601 P: (307) 265.3900 F: (307) 265.3559 -21116" 12" 36" Coverage Ccriv-m•mw-%Im '31r Emiri c 3EZ. ]E',10 301WIE 11 PANEL-35116"- COMMERCIj 1111,- Finishes: Kynar 500 (PVDF), MS Colorfast45®, and Acrylic Coated Gralvalume 10. Gauges: 26ga and 24ga standard, 22ga optional • 36" panel coverage, 1.'4," rib height 10- Applies over open framing or solid substrate 110- Exposed fastened metal building panel • Trapezoidal rib on 12" centers IP- Wall panel /7F 10. UL 2218, Class 4 Impact Resistance UL 790, Class A Fire Resistance Rating 110. Florida Building Code Approved 7231.1 metal sales snanpiaotaring corporation ,11. -411* -11/a9 I I iC o AT aco 30 la TEC IC AT ICA I., RE t 1\rCE #12.14 x 1'14" Self Driller FASTENING PATTE End of Panel Field of Panel -#12-14 x 1114" Self Driller #12-14 x 1114" Self Driller metal sales manufacturing corporation I+ Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont, CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Sellersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7640 Detroit Lakes, MN (888) 594-1394 Mocksville, NC (800) 228-6119 ©MS 1280 R P/12-2008 SECTION PROPERTIES ALLOWABLE UNIFORM 13 or More Equal LOADS PSF Spans) Width Yield Weight Top In Compression Bottom in Compression Inward Outward Ga. (In.) KSI PSF lxx Sxx lxx S:ot Load Load In"/ft ln3lft in4Ift In3Ift 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 0,87 0.0350 0.0348 0.0293 0.0439 235 119 71 47 27 17 270 132 77 50 35 26 24 36" 50 1.13 0,0543 0.0558 0.0427 0,0595 316 147 85 55 38 27 398 185 106 68 48 35 22 36" 50 1.45 0.0767 0.0814 0.0600 0.0790 434 199 113 73 51 37 594 273 155 100 70 51 1. Theoretical section properties have been calculated pe AISI 2001 "Specification for the Design of Cold -formed Steel Structural Members." lxx and Sxx are effective section properties for deflection and bending 2. Allowable load is calculated in accordance with AISI 2001 specifications considering bending, shear, combined bending and shear, deflection, arid applicable testing when available. Allowable load considers the worst case of 3 and 4 equal span conditions. Allowable load does not address web crippling or fasteners/support connection and panel weight is not considered. 3. Deflection consideration is Limited by a maximum deflection ratio of1./180 of span. 4. Allowable loads do not include a 1/3 stress increase in uplift, metal sales manufacturing corporation I+ Kent, WA (800) 431-3470 Temple, TX (800) 543-4415 Longmont, CO (800) 289-7663 Antioch, TN (800) 251-8508 Woodland, CA (800) 759-6019 Rogers, MN (800) 328-9316 Spokane, WA (800) 572-6565 Jefferson, OH (800) 321-5833 Rock Island, IL (800) 747-1206 Sellersburg, IN (800) 999-7777 Jacksonville, FL (800) 394-4419 Orwigsburg, PA (800) 544-2577 Independence, MO (800) 747-0012 Fontana, CA (800) 782-7953 Anchorage, AK (866) 640-7663 Bay City, MI (888) 777-7640 Detroit Lakes, MN (888) 594-1394 Mocksville, NC (800) 228-6119 ©MS 1280 R P/12-2008 R -PANEL SECTION PROPERTIES AND LOAD TABLES 2'/,6" 3%6" 4" 36" Coverage 12" R -PANEL SECTION PROPERTIES GAUGE WIDTH (in) YEILD KSI WEIGHT PSF TOP IN COMPRESSION'. BOTTOM IN COMPRESSION' Ixx in4/ft Sxx in3/ft Ma (k -in) Ixx in4/ft Sxx in3/ft Ma (k -in) 26 36" 80 .87 .0350 .0348 1.25 .0293 .0439 1.58 24 36" 50 1.13 .0543 .0558 1.67 .0427 .0595 1.78 22 36" 50 1.45 .0767 .0814 2.44 .0600 .0790 2.37 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members." Ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable loads are calculated in accordance with AISI 1996 specifications, and have been increased by 33113% for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L1180 of span. r 0 Metal Sales Manufacturing Corporation/ Subject to change without notice/ Effective Date 4/04 800.406.7387 (Corporate Office) • www.mtlsales,us.com ALLOWABLE UNIFORM LIVE LOADS PSF12.3.4. 1 -Span Inward (Gravity / Deflection) Load2'4• Outward Uplift (Stress) Load& GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 208 94 48 25 14 9 351 156 88 56 39 29 24 36" 50 278 124 70 38 22 14 396 176 99 63 44 32 22 36" 50 406 180 102 54 31 20 526 234 131 84 58 43 2 -Equal Spans inward (Gravity / Deflection) Load2.4- Outward Uplift (Stress) Load3• GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 211 105 62 40 28 21 239 115 67 43 30 22 24 36" 50 275 128 73 47 33 24 347 160 91 59 41 30 22 36" 50 376 172 97 63 44 32 516 235 134 86 60 44 3 or more- Equal Spans Inward (Gravity 1 Deflection) Load24. Outward Uplift (Stress) Load3. GA. Width Ksi 2' 3' 4' 5' 6' 7' 2' 3' 4' 5' 6' 7' 26 36" 80 235 119 71 47 27 17 270 132 '77 50 35 26 24 36" 50 316 147 85 55 38 27 398 185 106 68 48 . 35 22 36" 50 434 199 113 73 51 37 594 273 155 100 70 51 1. Theoretical section properties have been calculated per AISI 1996. "Specifications for the design of cold formed steel members." Ixx and Sxx are effective section properties for deflection and bending. 2. Tabulated loads are allowable loads calculated in accordance with good engineering practices and with AISI 1996 specifications for bending stresses. Panel weight has not been subtracted from allowable gravity loads. Allowable load does not address web crippling requirement, or fasteners/support connection. 3. Allowable loads are calculated in accordance with AISI 1996 specifications, and have been increased by 33113% for wind uplift. Contact Metal Sales Technical Services Department for more information. 4. Deflection consideration is limited by a maximum deflection ratio of L1180 of span. r 0 Metal Sales Manufacturing Corporation/ Subject to change without notice/ Effective Date 4/04 800.406.7387 (Corporate Office) • www.mtlsales,us.com BILL OF MATERIALS ITEM QTY DESCRIPTION SPEC. O 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 18'-9" SA-5006 0 2 RECTANGULAR TUBING, 5 x 3 x 3/16 x 12'-3" sA-5008 Q 3 SQUARE TUBING, 3 x 3 x 3/16 x 18'-9" SA-500B 0 10 SQUARE TUBING, 3 x 3 x 3/16 x 6'--3 1/4" SA-5009 0 18 SQUARE TUBING, 3 x 3 x 3/16 x 4'-3" SA-500B O 6 SQUARE TUBING, 3 x 3 x 3/16 x 4'--9" SA-50013 ►a 5 SQUARE TUBING, 3 x 3 x 3/16 x 0'-6" SA-5008 0 3 SQUARE TUBING. 3 x 3 x 3/16 x 12'-3" SA-5008 0 3 BAR CHANNEL 2 x 1 x 1/8 X 18'-3" SA-38 06 BAR CHANNEL 2 x 1 x 1/8 x 18'-9" SA-36 1 SQUARE TUBING, 3 x 3 x 3/16 x 5'-3 1/2" SA-500B 0 1 SQUARE TUBING, 3 x 3 x 3/16 x 3'-7 1/2" SA-500B ® 2 SQUARE TUBING, 3 x 3 x 3/16 x 2'-10" SA-500B 0 2 SQUARE TUBING, 3 x 3 x 3/16 x 1'-11 1/2" SA-5008 0 2 SQUARE TUBING, 3 x 3 x 3/16 x 3'-4" SA-500B 2 SQUARE TUBING, 3 x 3 x 3 16 x 3'-4 1/2" SA-50013 0 1 1 SQUARE TUBING, 3 x 3 x 3/16 x 2'-5 1/2" SQUARE TUBING, 3 x 3 x 3/16 x 6'-5 1/2" SA-500B SA-500B lIDI 2 SQUARE TUBING, 3 x 3 x 3/16 x 2'-2 1/2" SA-500B CO 2 SQUARE TUBING, 3 x 3 x 3/16 x 3'-5 1/2" SA-500B 0 2 SQUARE TUBING, 3 x 3 x 3/16 x 2'-6" SA-500B i 16 SQUARE TUBING, 3 x 3 x 3/16 x 10'-4" SA-500B 0 0 •0 ff4 (a) 0 0 0 0 to mo to POWER CUSMIER BILL BARRETT CORP. SERVICE, INC. 5TRUCBJRA1, STEEL BUILDING DETAIL CASPER, WYOMING, USA ;507)472-7722 ELEC. BUILDING CIRCLE B J4 INJECTION. ANSFER FACU Y 12'-9 W x 18'-9 L x 11'-9" H 0 olViwue m RW cwtsfmrT011 EA — sec qt sst—t s7Eta 93n CM A WAWA 9 t APPROVAL Ex — Esc- ;t—I t n+c ie DM =MN ergo rera DW 14a IIIIE„ ZR .E& er _ er 07/27/09 N.T.S.4 o. f 4 t{co9o3o75a 1}..-:;3-19.4111C-2 11 REVISIONS REFERENCE DRAWINGS BILL OF MATERIALS ITEM QTY DESCRIPTION SPEC. 1 2 W8 x 28 x 19'-9 1/2" (COPE) SA -36 2 2 W8 x 28 x 18'-8 1 2" COPE ONE END SA -36 3 1 W8 x 28 x 13'-0" SA -36 4 3 W8 x 28 x 6'-11 1/8" (COPE BOTH ENDS) SA -36 5 6 W8 x 28 x 2'-8 5/8" (COPE BOTH ENDS) SA -36 6 3 C8 x 11.5 x 6'-11 1/8" (COPE BOTH ENDS) SA -36 7 6 C8 x 11.5 x 2'-8 5/8" (COPE BOTH ENDS) SA -36 8 2 L2 x 2 x 1/4 x 3'-2 3/8" (COPE BOTH ENDS) SA -36 9 2 L2 x 2 x 1/4 x 3'-5 7/8" (COPE ONE END) SA --36 10 1 L2 x 2 x 114 x 2'-6 7/8" (COPE BOTH ENDS) SA -36 11 1 L2 x 2 x 1/4 x 2'-4 1/2" (COPE ONE END) SA -36 12 1 3" 5180 (.300" W.T.) ERW PIPE x 7'-9" SA -53B 13 2 PL. 1/2 x 4 1/2" OD SA -36 14 - DECK PL. 1/4 x 146" x 218"PLUS END c.s. 15 4 PL. 5/8 x 11" x 7" SA -516-70 16 17 18 19 0 21 2 3 4 5 6 7 8 29 30 31 32 33 34 35 36 37 38 39 POW kilt SERVICE, INC. CASPER, WYOMING, USA 007)472-7742 mmn BILL BARRETT CORP. rlEl� S1RUCIURAL STEEL SKID BOM ELEC. BUILDING CIRCLE B f4 INJECTION/TRANSFER FACLITY 14 -0" W x 20 -2 1 4" 1. o w/10/02 m FOR co+srxtIC77ox £4 - 13 -113 -ESS -2 STEEL SLIM DEL' 1:07/27/CR ZR FOR APPROVAL a. Et x SOC4I-101 BUSTING nt4 it ME Of texa Im Lin !17'A, On: N0. vs ZR er ZR . - _ 'r aua „. srr.T EA D7/27/09 N.T.S. .; 1 ot1 . , •i y'Q �OA9n30758 0 - B6C-EIEC-Sli.-1 REVISIONS REFERENCE DRAWINGS BILL BARRETT CORP. STRUCTURAL ANALYSIS FOR: #C0903075B - ELECTRICAL SKID Prepared for: Power Service, inc. Prepared by: Pillar Structural Engineering September 9, 2009 i PLL STRUCTURAL ENGINEERING ISO West Collins Drive Casper, WY 82601 P: (307) 265.3900 F: (307) 265.3559 Abstract The purpose of this report is to present the findings that resulted from the structural analysis of the structural steel skid and structural steel building. The following conditions were analyzed: 1. The skid structure only (lifting condition). a. This analysis was performed without the additional loads of the building structure, including the roof, walls, associated materials and any mechanical equipment. b. This analysis includes an impact factor of 1.25 due to lifting conditions. c. This analysis does not include climatic effects. 2. The complete skid structure (lifting condition). a. This analysis includes the weight and member interactions of the entire structure including the roof, walls, associated materials and mechanical equipment. b. This analysis includes an impact factor of 1.25 due to lifting conditions. c. This analysis does not include climatic effects. 3. The complete skid structure with climatic effects (in-situ condition). a. This analysis includes the weight and member interactions of the entire structure and includes the effects of local climatic conditions for areas in Garfield County, CO as follows: i. FLOOR LIVE LOAD 125 psf ii. GROUND SNOW LOAD 40 psf iii. SITE WIND LOADING 90 mph, Exposure C iv. SEISMIC DESIGN CATEGORY B • SD1 0.12 • SDS 0.40 v. ELEVATION ABOVE SEA LEVEL 6000 ft Executive Summary The following conditions were required to be analyzed to determine the structure's integrity and corresponding maximum vertical deflections in accordance with the 2006 International Building Code, 2002 American Society of Civil Engineers — Minimum Design Loads for Buildings and Other Structures, and the American Institute of Steel Construction Inc. — Manual of Steel Construction — Third Edition. 1. The skid structure without the weights of the roof, walls, other materials and mechanical equipment for lifting conditions. The loads created by climatic effects were not included in this analysis. 2. The skid structure including the weights of the roof, walls, other materials and mechanical equipment for lifting conditions. The loads created by climatic effects were not included in this analysis. 3. The entire skid structure along with climatic effects as well as operating loads for final, in- situ conditions. Upon completion of the analysis, the following values were computed for each condition and different structure support condition, respectively. 1. The largest vertical deflection undergone by the skid was determined to be 0.054 inches (lifting scenario includes supports only at the "Lift Lug" locations as indicated on drawings) with all of the members passing the given strength criteria. The estimated self weight of the skid was determined to be 7.54 kips or 7,540 lbs. 2. The largest vertical deflection undergone by the skid was determined to be 0.241 inches (lifting scenario includes supports only at the "Lift Lug" locations as indicated on drawings) with all of the members passing the given strength criteria. The estimated self weight of the structure, including a 1.5 factor of safety applied to all mechanical equipment, was determined to be 28.91 kips. 3. The largest vertical deflection undergone by the skid was determined to be 0.213 inches (in-situ scenario includes supports near each end as well as being supported near mid - span) with all of the members passing the given strength criteria. The estimated self weight of the structure, including a 1.5 factor of safety applied to all mechanical equipment, was determined to be 28.91 kips. Results BY: BP DATE: 9/9/2009 DESCRIPTION: Design Loads Structural Design Loads Pi�L�B STRUQTURXil, ENGINEERING PROJECT: Bill Barrett Corp. JOB # 09-08159 CLIENT: Power Service, Inc. DEAD LOADS LIVE LOADS ROOF LOADS 1 26 GA. R -PANELS 2 MISCELLANEOUS B WALL LOADS 1.50 psf 3.50 psf TOTAL 5 psf SNOW 40 psf ROOF LIVE 20 psf 1 26 GA. R -PANELS 2 MISCELLANEOUS C FLOOR LOADS 1.50 psf 3.50 psf TOTAL 5 psf 1 114" DECK PLATE 6 MISCELLANEOUS D DRAIN PAN LOADS 11.30 psf 3.70 psf TOTAL 15 psf 1 10 GA. PLATE (0.1345" @ 490 pcf) 5.49 psf 2 1 1/2" GRATING 10.30 psf 3 MISCELLANEOUS 4.21 psf TOTAL 20.00 psf G WIND LOADS 1 BASIC WIND SPEED 2 EXPOSURE H SEISMIC LOADS 90 mph C 1 DESIGN CATEGORY B 2 OCCUPANCY CATEGORY 3 FLOOR 125 psf Design Loads BY: BP DATE: 9/9/2009 DESCRIPTION: Design Snow Loads Snow Loads - Typical STIPl1WC11l1 TURra. ENGINEER/NG PROJECT: Bill Barrett Corp, JOB # 09-08159 CLIENT: Power Service, Inc. Structure Properties and Loads Roof Slope (S) Low -Slope Roof? Upper Feature Height = Upper Feature Length = Lower Feature Length = Ground Snow Load (pg) Importance Factor (I) = Exposure Factor (Ge) = Thermal Factor (Cr) = Slope Factor (CO = Snow Load '"/, = 3.43 deg ti in = 0.00 tt ft psf Flat Roof Snow Load (pi) = 37 psi Sloped Roof Snow Load (ps) = 37 psi Snow Density (y) = 19.2 poi Balanced Height (hb) = 1.93 ft Clear Height (h.) = -1.93 it Design Values (Drifts on Lower Roofs) DRIFT LOADS NEED NOT BE APPLIED Design Drift Width (w) - -15 - 5/12 it w/ Drift Height (hd) -2 tt Drift Surcharge Load (pd) = -37 psi Design Values (Roof Projections & Parapets) DRIFT LOAD NOT REQUIRED Design Drift Width (w) = -15 - 5(12 n wI Drift Height (hd) = -2 ft Drift Surcharge Load (pd) - -37 psi lu Balanced Snow Load Design Snow Loads Wind Generation Input Wind Code: Wind Speed, V(mph): Occupancy Category: Exposure Category: ASCE 7-05 90 III $ Wind Generation Detail Results Importance Factor: 1.15 Exposure Constant Alpha: 7 Exposure Constant zg: 1200 Gust Effect Factor, G: .85 Wind Generation Floor Geometry Results Floor Level Height (ft) Diaphragm : 1 10.792 Kz .575 Wind Generation Floor Force/Stress Results Floor Level qz Windward Pres. (ksf) (ksf) Diaphragm : 1 .012 .008 Width (Z) (ft) 18.458 Topographic Factor K1: Topographic Factor K2: Topographic Factor K3: Directionality Factor Kd: Kzt: h (ft): Kh: Windward Cp: 0 0 0 .85 1 10.792 .575 .8 Length (X) Leeward Cp(Z) Leeward Cp(X) (ft) 12.458 .404 .5 Leeward Pres. Z Leeward Pres. X (ksi) (ksf) .004 .005 Force Z (k) .801 Force X (k) 1.282 RISA -3D Version 8.0.2 [Z:1...1...109-08159 BBC-Elec & lnj Skids\Calcs\Electrical Skid - IN-S1TU.R3Dj Page 1 PILLAR STRUCTURAL ENGIIh EERING CLIENT: POWER SERVICE, INC. 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BY: BP DATE: 9/10/2009 DESCRIPTION: DRS - ELEC. P 11111 ENGn EEEmG Design Rupture Strength (AISC Spec. J.4) Properties Fy (ksi) = 36 Fu (ksi) = 58 Gross Area Subject to Tension I (in) = 2 t (in) = 0,625 Agt (int) = 1.25 Gross Area Subject to Shear I (in) = 2 1 (in) = 0.625 Agv (in2) = 1.25 Net Area Subject to Tension I (in) = 2 t (in) = 0.625 Ant (in2) = 1.25 Net Area Subject to Shear I (in) = 2 t (in) = 0.625 Any (in2) = 1.25 NOTE: REFER TO AISC SPECIFICATION FOR ADDITIONAL REQUIREMENTS. Strength of Elements in Tension Tensile Yeilding J'Rn (k) = 40.5 (J4-1) Tensile Rupture Ubs = 0.75 4f13Rn (k) = 40.8 (J4-2) Strength of Elements in Shear Shear Yeilding (1)Rn (k) = 27.0 (J4-3) Shear Rupture iRn (k) = 32.6 (J4-4) Block Shear Strength Ubs = 1 cRn (k) = 74.6 (J4-5) PROJECT: Bill Barrett Corp JOB # 09-08159 CLIENT: Power Service, inc. DRS - ELEC. Company Designer Job number Pillar SlrOclural Engineering BP 09.08159 Electrical Skid 5 lip 2009 3:45 P5 Checked Sy: Global Dis la Sections for Member Ca1cs Max Inremai Sections:lar.Member'Calcs inoiude Shear Dek)rmat(an Yes Include Wer ..::- Yes 7 Ai ea Load Mesh in^2 M66,6: 019952ce I P•Delta Analysis Tolerance 144 .12 0.50% Y Hal Roll • loot Code Al5 : LRFD 131h Cold Corned Steel Cad Wood Co.e AISI01: ASD :'-:- NDS 2005:ASD WODtl r?:iporatee.:'.: Concre90 Masonry ode ACI 2005 M53C 0511BC 06 ASD Number of Shear Regions Region 5pacinp.ingrem5nl.9 n) Biaxial Column Method 4 4 P4noe:8efa-Factar1PCAI 00299910 Stress Block Eoaot inlegrati Use -Cracked 0695000 ='<'i 88d Frariun Waml '.s Unused 0orce Warnings: Parabolic "Yes's:i: No Yes Material Takeoff 1 - G@a@tat 29500 11154 .3 .65 .49 36 ,,,,ej, - : Tube A3• • Sr 4Q_.-......,,,' -_ !r A500 ., .L. , n' - ,., .. 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Skid Page 7 3:45 PAA 2009 Checked By: Member ptstribuled Loads MC 16 :131_C 2 T .nsjerl( Area 1.0841si (Conllfued) . �"r1r • .:. •�a:taluDRlhllLflent�.�,ucaltP `.: ,c Nummimil 2Latva0on8t 7c1_ 10 792_ 5290 .... 4: e,§33 9713 0 792 2�6 . 4 317 4 317 319 5396 6 475 5533 9 773 0 2 G75 7 554 8 633 $ 713 10 792 1 079 3 3 4 5.3 7. 1.6 3 2.139 8&'3 10.792 RISA -3 Version B.0.2 2:1JobslPowe Berme 109-09 59 BBC l00 & In} Sicids \Colcs\Electrical Skid - IN•SITU.R39 Page 8 Company Designer JobN6mb6r Pillar Structural Engineering 08 08159 Eleclaical Ski0 Sept 10. 2009 3:45 PM Checked By: Member Distributed Loads (PLC 16 : PLC 2 Transient Area 1 -Dads) (Continued) ESA -30 Version 8.0 ,2 [Z:1Ja5s5Power Service\69-08 59 SBC-Elec & In} Sk[ds1Ca€cs4Eledricei Skid - IN-S1TU.R3D3 Page 9 Company Designer Job Number Piliai Structural Engineering 09 08159 EleClricat Skid 3:45 5 1 10 2609 Pik Checked By: _Member pletributect Loads (FPLC 16 : PLC 2 Transient Area Loads# (Continued) 5159-59 Version 8.0.2 gfi.lobsiiPower Sorvice109.09 59 BBC-Elec & in} SkidsiCalcs1Electrical Skid- IN.SITU.R301 Page 10 Company Designer Job Number Pillar Structural Engineering 0908159 Elecitical Skid Sept 10, 2009 3:45 PM Checked B ; Member Djslributeff LoadsJBLC 17 : BLC 3 Transient Area Loads) iltSA-3D Version 8.0.2 iZ'7Jabs1P6wer Serviue109-08 59 BBC-E€ec 8 Inj Skida\CalcslElectrieal Skid • IN-SITV.113D1 Company Designer .lob Number PISIm Structural Engineering BP 09-06159 Eteclrical Skid Member Distributed Loads (BLC 1 • BLC 3 Transient Area Laads) (Continued) Page 11 Sept 10,2009 3:45 PM Cisecked BS'; Y .tat1 banatio Member Distributed Loads (BLC 18 ; 8LC 4 Transient Area Leads) MemSnita§ci._._... 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COUNTY OF GARFIELD, STATE OF COLORADO 50 100• GRAPHIC SCALE IN FEET 1 W 4 - 100 MEET NOTES Kr- \\ I.) DATE OF SURVEY DECEMBER 2, 2009. 2.) THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF A CURRENT TITLE COMMITMENT AND DOES NOT REPRESENT A TITLE SEARCH BY THIS SURVEYOR OR ECLIPSE SURVEYING, INC. OF THE PROPERTY SHOWN TO DETERMINE OWNERSHIP, COMPATIBILITY WITH ADJOINING PARCELS, OR EASEMENT OR ENCUMBRANCES OF RECORDS AFFECTING THIS PARCEL, 3.) THE PAD SITE IS NOT LOCATED WITHIN A 30% SLOPE AREA. 4.) THIS SITE PLAN DOES NOT REPRESENT A .BOUNDARY, IMPROVEMENT OR IMPROVEMENT LOCATION CERTIFICATE SURVEY BY ECLIPSE SURVEYING, INC. 5.) APPROXIMATE ELEVATION OF THE SITE IS 5976.7, BASED ON WGS 84 AND GPS OBSERVATION. 6.) CONTOUR INTERVAL IS 2 FEET. \N\ 1 — RETAING WALL 11 PROPOSED PUMP HOUSE W/ CONTAINMENT s9e O LCONTAINMENT AREA AND TANKS SURVEYOR'S STATEMENT MULTI-TRINA DITCH ✓1 5960 EXISTING OVERHEAD ELECTRI C N EXISTING VALVE SET CIRCLE B LAND 33A-35-692 — ' " — — WATER DISPOSAL WELL — — CONTAINMENT AREA AND TANKS ELECTRIC TRANSFORMER I, JAMES A. KALMON, A REGISTERED LAND SURVEYOR, LICENSED UNDER THE LAWS OF THE STATE OF COLORADO DO HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS PREPARED ON THIS DATE: DECEMBER 2, 2009 BY ME OR UNDER MY DIRECT SUPERVISION AND CHECKING AND THAT THIS MAP ISA TRUE REPRESENTATION THEREOF. I Z- Z -o1 JAMES A KALMON, COLORADO REGISTRATION NO. 38050 FOR AND ON BEHALF OF ECLIPSE SURVEYING,INC. 6000 S99 EXISTING WELLS EXISTING TANK 5990 6000 � *#*>t PROPOSED BUILDING � ij ti BURIED ELECTRIC OVERHEAD ELECTRIC EXISTING PRODUCTION EQUIPMENT EXISTING TANKS N IO 0 0 0 0 0 a La La W 0 0 II00 ECLIPSE surveying 111 E. THIRD ST., SUITE 208, RFLE, CO 61650 (970) 625-3048 SURVEY DATE: 12/ 02L09 RELEASE DATE• 12/02/09 SCALE: i"= 100' SHEET PROJECT #: I of l CIRCLE B Bill Barrett Corporation NW%SE1/4, SECTION 35 T. 6 S., R. 92 W. of the 6th. P.M. GARFIELD COUNTY, COLORADO LEGEND MK A 8 C QTY DESCRIPTION STRUCTURAL STEEL BLDG: 13'-0" W x 19'-0" L x 12'-2" H GABLE—STYLE ROOF 1 STRUCTURAL STEEL 2—RUNNER SKiO CONTROL/VALVE LIST MK&TAG QTY DESCRIPTION 3'-0" 5'-0" PLC PANEL 3' x 9' 1 DOOR AREA FOR AIR SKID KT75V-80 W/ 25 CFM DRYER NOTES: FILTER 3' x 9' DOOR HVAC I , WAIN BREAKER 3 I %f/////,%%%/7/////// PLAN 1. EQUIPMENT ARRANGEMENT FOR REFERENCE ONLY. FINAL ARRANGEMENT "TO 8E DETERMINED': 2. APPROX. WEIGHT Of SKID W/O EQUIPMENT 14,200 LBS. BLDG. PEAK i 1 3 x 9 00011 VFD PLC PANEL F1 L7£,4 MAIN BREAKER BLDG, LOW SIDE 0 9' x 9' DOOR HVAC i 0P OF P0' -P 1/4' DAL ELEVATION DECK PL. THIS DRAWING 15 1111 PROPERTY OF POWER SERVICE CASPER, WYOMING, VSA. NOTICE! Th,s drawhg hos nt6vnpnhhr " hd Por 'BILL BARRETT CORP.' by Power Service solely ,n respect or the r construction, peroti.on, and maintenance of the PacAity n ned in the title block and shall not be used for any other p,roose or furnished to any other porty, withuvt the express written on5ent ue Parer Service. Inc. 05/19/09 ZR FOR 001151R1)010N EA 13%-ELEC-SIL-1 51ED. 51911 OLTNL A .0/72/99 ZR FOR APPROVAL EA Id -111 -DDC -2 RUNG rm.. DFTNL M. OM DtXaraal (9lPD OM. DM NO. DILE PdWER -W215SERVICE, INC. CASPER, WYOMING, USA (007)472--7722 arloxu BILL BARRETT CORP. BUILDING ARRANGEMENT ELEC. BUILDING CIRCLE B #4 INJECTION/TRANSFER FACLITY OAW x 20'-2 1/4" OAL x 12'-11' H REVISIONS REFERENCE DRAWINGS OW ZR CH@ >1r EA 199sr DOUR WE OK 57/27/09 sue N.T.S. 1 of 1 9914 1115 •C090307513 vac Va D- BBC-ELEC-10-1 CODE COMPLIANCE DPIA 2006 Internatioral B. ' .g Code 2006 lnternationaii-Mochanical Code 2008 National Electric Code 2006 Fuel Gas Code 2003 ICC/ANSI A 117.1 Acceptability Standard 2009 International Energy Conservation Code 2006 International Plumbing Code GENERAL INFORMATION Building Location: Garfield County, CO Building Type: Gable Style Occupancy Type: U Construction Type: IIB Stories: 1 Roof Slope: 1/12" Roof Panel Span(s): 3' Span 1: 12'-9" Building Size: 12'-9" x18'-9" x 11'-9" peak (11' eave) Building Area: 251.9 sq ft Building Contains: Starters, MCC, PLC STRUCTURAL DESIGN LOADS Floor Live Load (L, psf): 125 Roof Live Load (Lr, psf): 20 Snow Load (S): Ground Snow Load (pg, psf): 40 Flat Roof Snow Load (pr, psf): 37 Sloped Roof Snow Load (ps, psf): 37 Wind Load (W): Basic Wind Speed (V): 90 Exposure Category: C Seismic Load (E): Seismic Design Category: B SDS: 0.230 SD1: 0.049 Rev No. Date Revisions ELECTRICAL BUILDING VALUATION $194,193 Project No. 1080949 -Electric Date 2 -Oct -09 0 10/2/2009 For Preliminary Review and Approval Scale POWER SERVICE, INC, APPROVED SUBJECT TO NOTED EXCEPTIONS & INSPECTIONS GARFIELD COUNTY BUILDING DEPARTMENT Datei2/7/07 Byjt FIELD COPY NO INSPECTION WITHOUT THESE PLANS ON SITE Page of NOTES 1)Bill Barrett Corp will provide documentation that indicates they do not utilize handicap personnel to perform operation and maintenance tasks 2)Power Service will not provide a water supply system; they will only provide a floor drain syst collect any liquids for transport on bulk basis for appropriate disposal, by Bill Barrett 3) This building is not designed for human occupancy except for periods of operation and maintenanceof equipment that shall be performed by authorized Bill Barrett technical personni only. Heat is intended to prevent equipment from freezing and HVAC is only to keep electrical from over heating. Exception to energy code per 2006 IEC 101.2.1.2 4)This bulding cannot be placed in area's where the ground snow load exceeds the design cril Bill Barrett Corporation COVER PAGE DWG NO. BBC-ELE-COV OOP. FACE SAME OPP. FACE SAYE 0/4) 4-11 11,5 PEA SEE 1 TYP. LIFT LUG .lei N. lawJ 0 rse HSS C4N/MH i/4' F HSS BEAR W-siAPE BEAU 7 HSS BEAM— TO-1V—SHAPE STRUCTURAL GENERAL NOTES: STRUCTURAL STEEL W -SHAPE BEAR /4' {I/7) B' a C-91APC BEAM I/4' 2 RUNNER—TO—CROSS BEAM OP?. FACE SAME 1/4' (1/g) 74 v O -SHAPE DEAN 3 CROSS BEAM—TO— 4 RUNNER SPLICE CROSS BEAM 7) STRUCTURAL STEEL SHALL SE DETAILED, FAORICATED, AND ERECTED IN CONFORMANCE WITH THE RISC SPECA'7CATION AND THE CODE OF STANDARD PRACTICE, LATEST EDITIONS. 2) ROLLED STRUCTURAL STEEL SHAPES SHALL CONFORM TO THE FOLLOWING SPECIFICATIONS: A. W SHAPES ASTM A992, 50 KSI 6 CHANNELS, ANGLES, & PLATES ASTM A.36, 36 1(51 C. PIPE SHAPES ASTM A53, GRADE 8 D. STRUCTURAL TURING (TS/HSS) ASTM A500, GRADE 8, 46 KSI YIELD 3) CONNECTIONS MADE UNDER SHOP CONDITIONS SHALL BE WELDED WITH AWS AS.) OR A5.5 CLASS 570 ELECTRODES OR EQUIVALENT SUBMERGED ARC. 4) R -PANELS 70 BE INSTALLED IN A 2 -SPAN CONFIGURATION, MINIMUM, UTILIZING 26 GA. PANELS. SEE FIGURE FOR TYPICAL CONNECTION DETAILS. ATTACHMENT CETNL x12.1.11ler/ SEN (toe, 8 END—WALL ROOF 9 INTERMEDIATE ROOF OPP. FACE SAME HSS BEM OR COMM lei HSS BEAU oR CO:LYN 5 HSS—T0-1153 HSS COMM 1/4' lY-SI1Nf BEAM 6 HSS COL. —TO— W—SHAPE FASTENING PATTERNS Fnd o1Pon.t 01214 1 So_ p[Tlp1 11/ \I - '-i- -. i 'S,e__. 1.,._1,1 plIla of Pent 12.1 5 Ea/ S04045E1 ,.T . y1 11 TAIL ROLL 10 ROOF RIDGE 1114 ORATING IS THE PROPERTY 07 POWER SEINIEE Gan, MAO, HSA. NOTICES Thos drotAnd ho. not been published but rather hoe been prepared for WNlahr' by Power stroke eolty h1 rerpect of the c natruction, operation, and ,04KTtenonc1 P the Fachlly honed in t he tittle block and Chan hat br used for any Other purpose or Furnished in tiny other Forty.. without d jent r ' ,Trews of Parr Servke, Inc. 0 09(0/v. 6P FOR CONSTRUCTION JBB — - NO. BITE NY GESTRP100 ❑e(5 IAPB. OWO/JBE/5OO. H0. REVISION SCNEOULE POWER SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 DISTOILR BILL BARRETT CORP. TYPICAL CONWIECT)ON DETAILS REFERENCE DRAWINGS/SPECS. Bpm 700 84 1 oo JBBHP maniFF11 wow bell. Kolb SHETI: M.T.S. I 1 al 1 CIF HS D-- BILL OF MATERIALS ti v, ttL1F 2re - DESCRI PON SPEC. ! ` 1 2 W8 x 28 x 19'-9 1/2" (COPE) 94-31 ,+ 2 2 W11111-30.8 x 28 x 18'-8 1/T (CO(COPE ONE END) 3 '► W 3 1 W8 it 28 x 13'-0" -38 4 3 W8 x 28 x 8`-11 1/8" (COPE BOTH ENDS) 14-31 t' 1% 5 5 W8 x 28 x 2'-8 5/5" (COPE 80111 ENDS) 24-31 8 3 C8 x 11.5 x 8'-11 1/8' (COPE 80111 ENDS) 54-14 .� 7 8 CS x 11.5 x 2'-8 me (COPE 80114 ENDS) 14-31 '+ ++ 8 2 L2 k 2 x 1/4 x 3`-2 3/e (COPE SUM ENDS) , 14-31 9 2 L2 x2 x 1/4 x 3'-5 7/e' (COPE ONE END) 1'.-3e ►�� . 10 1 L2 x 2 x 1/4 x 2'-8 7/8" (COPE 80111 ENDS) x"31 / r " 11 1 L2 x 2 x 1/4 x 2'-4 1/2" (COPE ONE END) 51-31 / 12 1 3' S/80 (.300' W.T.) E W PIPE x 7-9" SA-232 C.Q.G. (UNDER 13 2 PL 1/2 x 4 1/2" OD 14-31 '% LIFTING CONDITIONS) :� 14 - DECK PL 1/4 x 148" x 215". PLUS END as 15 4 PL58x 11'x7" 84-311-70 a AY 1.r : ,. ;;* r / ,4 IP,' / 9'-9)" �' ^Ar 1 l� _E� REACTION SCHEDULE NODE DEAD LOAD LIVE LOAD SNOW LOAD WIND LOAD X PARTIAL X WIND LOAD 1 PARTIAL X WIND LOAD 2 WIND LOAD Z PARTIAL 2 WIND LOAD 1 PARTIAL Z WIND LOAD 2 LABEL X(k) Y(k) 2(k) X(k) Y(k) Z(k) X(k) Y(k) Z(k) X(k) Y(k) Z(k) X(k) Y(k) Z(k) X(k) Y(k) 2(k) X(kJ Y(k) Z(k) X(k) Y(k) Z(k) X(k} : Y(k) Z(k) N138 -0.027 3,704 -0.792 -0.043 3.526 -1,036 -0,003 1,089 -0.327 -0.14 -0.824 0.036 -0.082 -0.522 0.056 -0,128 -0.714 -0,003 -0.001 0,215 -0,183 -0.011 0.12 -0.15 11009 0,202 -0.124 N136 -0,002 2.518 0.834 -0.003 3.33 1.082 -0.001 1.081 0.336 -0.111 -0.633 -0.027 -0.101 -0.541 0.01 -0.065 -0.409 -0.051 -0,002 -0.208 -0,185 0,006 -0.129 -0,152 -0.009 -0.184 -0,126 N141 0.013 4,652 1.231 0.025 3.364 1.129 0,001 1,139 0.344 -0.113 0.58 0.027 -0.103 0.491 -0,01 -0,066 0.378 0.05 0 -0.213 -0.18 0.008 -0.184 -0.123 -0.008 -0,136 -0.148 N143 0.01 4.626 -1.118 0.013 3.503 -0.999 0,002 1.095 -0.32 -0.116 0,698 -0.037 -0.068 0.448 -0.057 -0.106 0,599 0.003 0 0.208 -0.185 -0,009 0.188 -0.126 0.007 I 0.124 -0.151 N3 -0.027 3.037 -0.111 -0.041 3.217 -0.184 -0.004 0.631 -0.033 -0.129 0.508 -0.024 -0.077 0.296 -0.017 -0.117 0.466 -0.019 -0.001 0.011 -0.02 -0.009 0.044 -0.015 0.007 -0.028 -0.014 Ni 0.011 3.214 -0.233 0.016 3.298 -0.245 0 0.634 -0.052 -0.162 -0.225 0.023 -0.096 -0.129 0.015 -0.147 -0.207 0.02 0 0.021 -0.021 -0.011 0 -0.015 0.01 0.032 -0.017 N6 0.018 3,172 0.084 0.022 3,182 0,101 0.001 0.63 0.018 -0.094 -0.23 -0.017 -0.085 -0.212 -0.013 -0.056 -0.133 -0.012 -0.001 -0.011 -0.01 0.005 0.008 -0.007 •0.007 -0.025 -0,007 N5 -0.002 2.099 0.079 -0.006 3.285 0.131 0.003 0.749 0,028 -0.187 -0.04 0.018 -0.17 -0.035 0.015 -0.111 -0.026 0.011 0 -0.021 -0.009 0.012 -0.014 -0.008 -0.013 -0.018 -0.006 N29 0.035 0.974 0.019 0.066 0.898 0.014 0.005 0.817 0.004 -0,097 -0.157 0 -0.057 -0.093 0.002 -0.088 -0,143 0 0.005 0.014 -0.002 -0.003 0 -0.002 0.01 0.021 0 N35 -0.029 0.915 0.008 -0.049 1.14 0.006 -0,005 0,667 0,002 -0.131 0.324 0 -0.12 0.296 0 -0.077 0.19 0.001 0.003 -0.014 -0.006 0.011 -0,033 -0.004 -0,007 0.012 -0.005 NOTES: AD TYPE. +� �4 R i1,1. ALL 2. LOADSSHAOLNBECOMBINEDANDS ARE UN pACTORED45REQUIREDBYTHEFOUNDATMAXIMUM SERVICE LOADS FOR EACH O NIDUAL ENGINEER. `� 1�� •� •F�C�4 rCr 3. FOUNDATION DESIGN IS BY OTHERS AND IS SUBJECT TO THE REQUIREMENTS OF THE ! f i �� ��c* • LOCALLY ADOPTED CODE, CONDITIONS AND THE PROJECT GEOTECHNICAL REPORT. 1 / ./' 37219 • 4, WIND AND SEISMIC LOADS SHOULD BE CONSIDERED AS BOTH POSITIVE AND NEGATIVE TO / ACCOUNT FOR LATERAL FORCES ACTING IN EACH DIRECTION,90� "q /1,) /ji:j `� :• ;;te�� = \,a , vs 09999 8 T!E PK7PERfY GF PODS flODIX CIV81, MIK Mt MT=las 1- �tut BILL BARRETTCORP, • M' ,� - POWER - - Naas; 1 "•�'4A,,,� r ' 4 " `" SERVICE, INC. STRUCTURAL STEEL SKID DETAIL t. DECK PLATE TO BE INSET 5' FROM EDGE OF SKID, ALLOWING BUILDING TUBING Momshalw CA5PE/ WYOMING, USAEIEC, BUILDING TO 8E MOUNTED DIRECTLY TO STRUCTURAL BEAMS. *•^ �+'� f3-ft�lo-t 1 DEM CIRCLE 8 "4 INJECTION/TRANSFER FACUIY �V , ' .��M4".�'+� A W/+1I>� At PAT APPROMIL Di - �G�9149-f 111111/ MIW1990R (�O'n4 8-770.2 -0". 14-0" x20 1 4 L -2 Samoa, � -EYfSrN =-"=_N D- NGS ZA EA _ - 07 7/00 N.TS. ..• :: 1 of i 1 ' 5 -IBC-E SR-I rilE 3'-6" 7'-0^ 10'-2 3/4' W8 13'-8 3/40 36'-4" 19'-0" r a ITE li DESCRIPTION SPEC. SEE NOTE LIT) T SA -36 m �E 1 m 1 c to 3 + 1 — to to —• SS -36 13 _ 5" m — . i a7 v ---EllWB W8 x 28 x 2'-8 5/8' (COPE BOTH ENDS) -1Z----17---- 08 x 11.5 x 6'-11 1/8" (COPE BOTH ENDS) SA -36 CO x 11.5 x 2'-8 5/8' (COPE BOTH ENDS) 3! co COr L2 x 2 x 1/4 x 3'-2 3/8" (COPE BOTH ENDS) u E �_Fj�-El .___�_��.LL L2 x 2 x 1/4 x 3'-5 7/8" (COPE ONE END) SA -36 3 ! i ]jjI W lit 11 60-36 ih 3 1 L2 4 B 4 L2 L2 0 m \ WB L2 c 3 j I = L2 6 L2 PL. 1/2 x 4 1/2" OD SA -36 -- DECK PL 1/4 x 148" x 218". PWS END 1 - L 15 m SEE NOTE — co 3 m 1, , { CO HD m 5 3 1 i { i ` k1 7 r` -111 17 m TEP OF TAIL DIMS FRDM HERE we PLAN Lf-) DECK PL. W8 20'-2 1/4" DAL NOTES: 1, DECK PLATE TO BE INSET 5" FROM EDGE OF SKID, ALLOWING BUILDING TUBING TO BE MOUNTED DIRECTLY TO STRUCTURAL BEAMS. ELEVATION NOTICE! This dresino hes not been published bot anther has been prepared for RILL BARRETT GPNP.' by P aver Service solely En er h construction, ¢perptian. ▪ ne'nleen The of the Facility sn d e title i< hla.and shall not Ne us" For vny other prpother or r tr.v „Lea to y r y consent es ""Prs wrlt:en t a F Power Servltr, Er , 1 SEE NOTE 1. SEE NOTE 1. 5" 0 A 04/10/09 07/17/09 EOTE ZR ZR FOR LIONSTRUC770N Ef 13-19-13C-2 8E8.81408 Cm FOR APPROVAL Da.CRPROH FA CAM OFR REVISIONS 66C-ELEC-1.0-1 BII111160 !10W 61106 Raw B11E REFERENCE DRAWINGS BILL OF MATERIALS ITE OTY DESCRIPTION SPEC. W8 x 28 x W-9 1/2" (COPE) SA -36 W8 x 2B x 18"--8 1/2" (COPE ONE END) 51-38 W8 x 26 x 13'-0" SS -36 W8 x 28 x 6'-11 1/8' (COPE BOTH ENDS) SA -36 W8 x 28 x 2'-8 5/8' (COPE BOTH ENDS) 5x-36 08 x 11.5 x 6'-11 1/8" (COPE BOTH ENDS) SA -36 CO x 11.5 x 2'-8 5/8' (COPE BOTH ENDS) SA -38 13 2 L2 x 2 x 1/4 x 3'-2 3/8" (COPE BOTH ENDS) S4-36 L2 x 2 x 1/4 x 3'-5 7/8" (COPE ONE END) SA -36 F 1 L2 x 2 x 1/4 x 2'--13 7/8" (COPE BOTH ENDS) 60-36 11 1 L2 x 2 x 1/4 x 2'-4 1/2" (COPE ONE END) . 36 12 1 3" S/80 (.30D" W.T.) ERW PIPE x 7'-9" S~^538 13 2 PL. 1/2 x 4 1/2" OD SA -36 14 DECK PL 1/4 x 148" x 218". PWS END cs, 15 4 PL 5/8 x 11' x 7" sA-510-70 3/8 W8 x 28 1'-0" 1'-0 1/2' TAIL—ROLL SECTION DETAIL LIFT LUG DETAIL POWER QV SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 THIS [MATO IS 111E PROPERTY OF PO908 SERVICE CISPER. WI08#C, US. BILL BARRETT CORP. RH RRln EA 0? /F,VG B! 00617 07/27/09 ver. N. STRUCTURAL STEEL SKID DETAIL ELEC. BUILDING CIRCLE B f'4 INJECi10N/TRANSFER FAC#JTY 14-0' W x 20-2 1/4" L �FEI: 01101E 40. moi. NR. 13,34\of 1 /C09031)7513D -BEC-ELEC-S11-1 a NOTES; 1. BILL OF MATERIALS ON SNF 4 LI A (SI -IT. 2) NOTICE. TMJs drselnO hoc not been published but reithee has been prepared for DILL 241ZRCT7 CORP.. by Pore, ServIre solety In respect OF the conetructbn, operation, and /antennae of the fealty /abed In the tItle black and shall not be used for any other aprpnse or furnished to y other party, elthaut the preen Etten Consent of Power Serare, [nr. ROOF PIAN sac-OWc-sn.-s min S9D OEM 13)3C-ElED-1D-t RJ9DR U IMIGGIENT IW HO. REFERENCE DRAWINGS (SHT, 2) [3 (Si -1T. 2) iA POUT ctto 2R Ek BTM. to POWER SERVICE, INC. CASPER, WYOMING, USA (307)472--7722 Ms MA1111O IS DDE PROPER' OF POWER SE910E CASPER, Wl311I4 LISA, arssmRn BILL BARRETT CORP. STRUCTURAL STEEL BUILDING DETAIL ELEC. BUILDING CIRCLE B14 INJECTION/TRANSFER FACLITY 12'-9 W x 18'-9 L x 11'-9" H ArD DY OCHER WJZ Dell XIII: 07/21/09 N.T.S. 1 al 4 IC09030759 r 13-19-09C-7 n n T55 x 3 x 3/16 (1 -YR BLDG. RIM) i_ (SHT. 2) I BLDG__ BTM. 0 0 0 0 0 0 0 10 0 0 0 0 0 0 TS3 x 3 x 3/16 (TYP.) 0 0 0 .) F l!1 0 0 0 0 sl 5'-0" 4'-6" 4P-6" 4'-6" LI A (SI -IT. 2) NOTICE. TMJs drselnO hoc not been published but reithee has been prepared for DILL 241ZRCT7 CORP.. by Pore, ServIre solety In respect OF the conetructbn, operation, and /antennae of the fealty /abed In the tItle black and shall not be used for any other aprpnse or furnished to y other party, elthaut the preen Etten Consent of Power Serare, [nr. ROOF PIAN sac-OWc-sn.-s min S9D OEM 13)3C-ElED-1D-t RJ9DR U IMIGGIENT IW HO. REFERENCE DRAWINGS (SHT, 2) [3 (Si -1T. 2) iA POUT ctto 2R Ek BTM. to POWER SERVICE, INC. CASPER, WYOMING, USA (307)472--7722 Ms MA1111O IS DDE PROPER' OF POWER SE910E CASPER, Wl311I4 LISA, arssmRn BILL BARRETT CORP. STRUCTURAL STEEL BUILDING DETAIL ELEC. BUILDING CIRCLE B14 INJECTION/TRANSFER FACLITY 12'-9 W x 18'-9 L x 11'-9" H ArD DY OCHER WJZ Dell XIII: 07/21/09 N.T.S. 1 al 4 IC09030759 r 13-19-09C-7 VIEW A -A & SECTION B -B NOTES: 1. BILL OF MATERIALS ON SW-, 4 Norltbb lhle du -tieing hoe not been published but rather hoe been preoponed for 'BILL BNRRETf aMRP' hy Power Service eoleiy h reopen% of the %ruction, nperotion and nehtmoncef the foceity' mord n the title birch, d shell of be d for eny other purport or furnhihrd to any other Party, without the a prere written conerht of Power Service, Inc, IMMO M__MII- ��_■� I•I�Iwle�w■w��■ MI-_— =2=01 �� ]�� De�IdP117N y i QMIIIMEMINIMINIIIMINIIII REFERENCE DRAWINGS RIX -MC -M-1 BBC-EiC-LD s1m MOD DETAIL MAK NICWIDINENF im POWER QV SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 REVISIONS x%27/00 THIS DRAM IS THE PROPEHir OF POWER SERVICE GSM, WOWING, G, IUS. BILL BARRETT CORP, STRUCTURAL STEEL GUILDING DETAIL ELEC. BUILDING CIRCLE 8 )4 INJECTION/TRANSFER FACLITY 12'-9 W x 16'--9 L x 11'_9" H LJ LJ LJ 0 P s ® • N 0 x In x IO 9n 1 3'_5 J VIEW A -A & SECTION B -B NOTES: 1. BILL OF MATERIALS ON SW-, 4 Norltbb lhle du -tieing hoe not been published but rather hoe been preoponed for 'BILL BNRRETf aMRP' hy Power Service eoleiy h reopen% of the %ruction, nperotion and nehtmoncef the foceity' mord n the title birch, d shell of be d for eny other purport or furnhihrd to any other Party, without the a prere written conerht of Power Service, Inc, IMMO M__MII- ��_■� I•I�Iwle�w■w��■ MI-_— =2=01 �� ]�� De�IdP117N y i QMIIIMEMINIMINIIIMINIIII REFERENCE DRAWINGS RIX -MC -M-1 BBC-EiC-LD s1m MOD DETAIL MAK NICWIDINENF im POWER QV SERVICE, INC. CASPER, WYOMING, USA (307)472-7722 REVISIONS x%27/00 THIS DRAM IS THE PROPEHir OF POWER SERVICE GSM, WOWING, G, IUS. BILL BARRETT CORP, STRUCTURAL STEEL GUILDING DETAIL ELEC. BUILDING CIRCLE 8 )4 INJECTION/TRANSFER FACLITY 12'-9 W x 16'--9 L x 11'_9" H 0 TYP. 3'-O" 6'-3 1/4" 0 o T53x3x3/16 rn N 19 TS5 x 3 x 3 TYP. BLDG, N 2'-8 1/2" 16 IM 3 X 9 DOOR 3'-4" 0 TYR•n 6'-3 1/4" 21 3'-8 1/2" 6'-8 1/2" 3'-0" 12-9" NOTES: 1. BILL OF MATERIALS ON $HI: 4 VIEW C -C sot t been published but nCO TN. Foortr .L s beT p0)0,e y Poser Snook! edgily respect of the construction, operation, and min -tenancy of the facilitym nand N the tuse Mack and .boll not 00 used 0 „ 70 ZR far any other purpose or A 07/27/08 ZR furnished to any olderprratrnitrom tt Alta." Pots Oa W. Stroke, 1, , 2'-2 1/21_ 3'-10 1/2" 12'-9" SECTION 0-0 1WS DRAYMO IS ME PROPERTY OF MVO SEIMCE C SPER, ItY010 G, USA. "'RI" BILL BARRETT CORP. STRUCTURAL STEEL BUILDING DETAIL ELEC. BUILDING CIRCLE 8.114 INJECTION/TRANSFER FACLITY 12`-9 W x 18'-9 L x 11'-9" I DM NI D - 13-19--BBC-2 /U` 18'—%" T L_I_1 L_1_1 1 SKID FND. LAYOUT PLAN 1/4" = r-0" 15-0" WELD SKID TO EMBED I. w/ Y" FILLET WELD, TYP. 0 EA, EMBED F. LOCATION EMBED F', PLACE 0 EA. JOINT LABEL LOCATION FND. PIER ® PLAN 1/4" = 1'-0" 1h" B" I" t'X m I,3'4x12x1'—O" w/ (4) Ya3 x 6" HEADED ANCHOR STUDS (H.A.S.), EMBED II. TO BE ASTM A36 5 EMBED PLATE 3/4" = 1'-0" • CONCRETE PIER, RE: 2/S1 i\� I FOR DIMS. /� d.. (2) LAYERS #4 DOWELS � w/ 6" HOOK INTO FTG._ (`�/< • 18"! ,4 „ 'd (2) LAYERS #4 HORIZ. ///<4, . ° • 12" o.c. �.I Y /\ .fit/< • 4 d #4 HORIZ. 0 12" o.c., BOTH DIRECTIONS 0 TOP OF PIER EMBED it, RE: 5/S1 /FOR DETAILS 4 • e .d 4 4 `) e \>/ -• 3 SECTION 14 3/4" = 1'-0" #4 HORIZ. 0 12" o.c., B011 -I DIRECTIONS 0 TOP OF PIER EMBED F', RE: 5/S1, FOR DETAILS ---7/7 AA CONCRETE PIER, RE: 2/S1 \i/% 41 °. ^ FOR DIMS. #4 DOWELS w/ 6" HOOK INTO FTG. 0 18" 0.0.--2\172.$\‘,1 #4 HORIZ. ® 12" O.C.//� I . ; '\ !a4 %. \/\/\.<4 • 4 4 "e. 4 • "44- 4 SECTION 3/4" = 1'—O" CO CAI ER SERVICE 0 ao 0 0-4 U PIII1R STRUCTURAL ENGINEERING 130 WEST COLUNS DRIVE CASPER, WY 132601 FH; (307)265.3900 FAX; [307) 265-3559 www,pillorse.com NOT INTENDED FOR MUSE WA WRITTEN APPROVAL FROM PILLAR STRUCTURAL 61TGJNEERWO COPVRIOMT 2008 ALL MITTS RRSRRVEO Loads: BLC 1, SELF WEIGHT Solution: Envelope Pillar Structural Engineering BP 09-08159 Electrical Skid Sept 10, 2009 at 4:08 PM Electrical Skid - IN-SITU.R3D Loads: SLC 1, SELF WEIGHT Solution: Envelope Pillar Structural Engineering BP 09-08159 Electrical Skid Sept 10, 2009 at 4:08 PM Electrical Skid - 1N-SITU.R3D Loads: BLC 1, SELF WEIGHT Solution: Envelope Pillar Structural Engineering BP 09-08159 Electrical Skid Sept 10, 2009 at 4:09 PM Electrical Skid - INI-SITU.R3D Loads: BLC 1, SELF WEIGHT Solution: Envelope Pillar Structural Engineering BP 09-08159 Electrical Skid Sept 10, 2009 at 4:09 PM Electrical Skid - IN-SITU.R3D