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HomeMy WebLinkAboutApplication-PermitGarfield County No. I 10642 I Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 JobAddress: 5W8 C/L31l ~ ~ ~Yf/bVJ Locality: P~ 1Eb J {f: 1-j I ;).-0 0 " )..)... (7-... UseofBuilding: {J._~tz ~ +~·~'~ Owner: g~,P~ lJCMJ\-?#:~:f;s: ~ &.Jvtitf~e Contractor: t;.J ~"'"' ""''""" Amount of Permit: 9Jj.P7 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8"" Street, Suite 201, Glenwood Springs, CO 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 Permit No: *lo<o'-\r Parcel/Schedule No: 2181-312-00-222 ,J~~;~d];'';;.s: To;wn:shiJe,.6_SJJ"!~ ~'~nge 91 West, 61 h P.M. (GGU Rodreicl< 21B Well Pad). I Exemption: N/A 303-291-0420 WkPh: 970-625-8433 Lie. No. 4 Ph: 307-265-3900 Lie. No. 37219 5 Height: 10'-0" Housing for piping and associated equipment for an injection well. Install New 15'9" x 64'9" pre-fabricated skid mounted 0 0 0 Site Plan Adjusted Valuations: No. of Floors: 0 Single 0 Double 1 will be utilized to house and protect associated controls, meters and piping related to injjectlonl well activities for oil and gas operations. A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. f HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS GOVERNING THIS TYPE OF WORK WILL BE COMPLETED WITHIN WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR WCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. Plan Check Fee: 9 Z 3k( Total Fee: Zoning: AGREEMENT Permit Fee: Dated Permit Issued: Const. Type: Setbacks: PERMISSION IS HEREBY GRANTED TO THE APPLICA.t'l"T AS OWNER, CONTRACfOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THJ STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT. IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND LAND l REGULATIONS ADOPTED BY GARFIELD COUN'IY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THA': THE ABOVE SAJD ORDINANCES ARE NOT FULLY COMPILED WITI! IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIE STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID. THE ISSUANCE OF A PERMT BASED UPON PLANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAF. REQUIRlNG THE CORRECTION OF ERRORS IN SAJD PLANS, SPECIFICATIONS AND OTI!ER DATA OR FROM PREVENTINO BUILDING OPERATION BE CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITI'ED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF 1 RESPONSIBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS P IMPLEMENTATION DURING CONSTRUCTION RESTS SPECJFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTEN[ TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST. Garfom.003 C.,. 1 co I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (INITIAL): w~ 7{1u[o7 c:)J\;~ '7IL )_ .=ft 365-CJu , 0Jl1J_ ')J-!'! Cf{lt/?1 t5l:,;;,_q& The following items are required by Garfield County for a final inspection: 1. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Bnilding Department posted where readily visible from access road; 3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent kitchen floor coverings, 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 stool, hot and cold running water, non-absorbent floors and walls finished and a privacy door; 5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or decks over 30" high constructed to all IBC and IRC requirements; 6. Outside grading done to where water will detour away from the building; 7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until all the reqnired items are completed and a final inspection made; 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, anchor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****CANNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OF OCCUPANCY (C.O.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VA CATINO PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a Certificate of Occupancy for the dwelling under building pennit # ( D(,;, '{ ;)-. ~J~ ~·e Bpcont0ct2004 Date VALUATION/FEE DETERMINATION Applicant_-'bl...l.§<<!...l21!.-..ua..s;e-"'--.~..\;cb ___ _ Address_-=-· .;;.sJ,..Y::wS'..,if:..~.("-''~:::::....2"-'l..l.i __ _ Date-___ '1...~..:::-_,_\ _,_\ ...:-_,st"\'-'------ Finished !Livable Area): Main Upper Lower Other Subdivision Lot/Block ?z ·r Contractor lAJ.Va-">J Basement: Total Square Feet Valuation I Oll() kS'f ~8' i1\ J L() ~. J,_ t> Unfinished Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Valuation Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation 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. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. 1 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, 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 incompliance with the 2003 IBC, IPC, IMC and IFGC. 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 X 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 by a licensed surveyor with their signature and professional stamp on the design. Yes No Not necessary for this project -'-'X,___ 3. 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? Yes X No__ Not necessary for this project. __ _ 2 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes No__ Not necessary for this project.--'X~_ 5. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes X 6. 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? Yes X No Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes X No__ Not necessary for this project __ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes__ No__ Not necessary for project X 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes_K__ No__ Not necessary for this project __ 10. 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 X No__ Not necessary for this project __ 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes__ No__ Not necessary for this project X 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes X No Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes X No__ Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes__ No__ Not necessary for this project X 3 15. Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes X No Not necessary for this project __ 16. 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 applicable zone district for building height maximum) Yes X No__ Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project X 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes__ No__ Not necessary for this project X 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IBC or IRC? Yes__ No Not necessary for this project_~X~ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes X No__ Not necessary for this project __ 21. 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 X No__ Not necessary for this project __ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes X No Not necessary for this project __ _ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes X No__ Not necessary for this project __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes__ No Not necessary for this project X 4 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes__ No__ Not necessary for this project X 26. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes__ No__ Not necessary for this project X 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project X 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes X No __ 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes__ No__ Not necessary for this project __ X_ 30. 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 No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes X No __ _ 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes X No 33. 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 Impact" fees required, at the time you pick up your building permit? Yes X No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? 5 Yes____x_ No 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes X No 36. 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 7:30a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. 3 7. 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 No_~-- 38. Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield Com1ty Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. Yes X No ___ _ 39. Do you llilderstand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes X No ___ _ 40. Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Nmnber for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes __ X __ No ___ _ 41. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes X No (Please check with the building department about this requirement) 6 42. 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 I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. ~ dc&:::L Sign e ?-/0. 2(';() '7 Date Phone: (970) 625-8433 (days); _..(""30""3'-'-) _,_90"'2"'--...,15"'3""2 ___ ( evenings) Project Name: GGU Rodreick 21B Disposal Project Address: NE Y,. NW Y,. Sec. 31, T6S, R91W, 6th P.M. ___ _ Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. 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 in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circwnstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm Feb2005 7 PLAN REVIEW CHECKLIST Applicant_B'---"'-'c:""~"""""'~· :._:,c:..__ __ Building ~Engineered Foundation ~Driveway Permit t_x" "'J ~ --6-LSurveyed Site Plan ~ <)0 tla__septic Permit and Setbacks .14J__Grade1Topograpby 30% ~Attach Residential Plan Review List V Minimum Application Questionnaire /~Subdivision Plat Notes J4d-Fire Department Review Vv aluation Determination/Fees _LRed Line Plans/Stamps/Sticker ~Attach Conditions V Application Signed /Plan Reviewer To Sign Application ~Parcel/Schedule No. ~ 40# Snow load Letter-Manf. Hms. 1 / Soils Report GENERAL NOTES: ( Date. __ S_;_::_-_,\_,_\=--==d'-~-'--- Planning/Zoning v-;;operty Line Setbacks ~Oft Stream Setbacks ~odPlain ~ding Height ~Sign-off __ . Road Impact Fees 4HOA/DRC Approval ~de/Topography 40% ~inglssues __ Subdivision Plat Notes Garfield County BUILDING & PLANNING DEPARTMENT Date: January 12, 2009 To: Perry Dan Rodreick 5888 CR 311 New Castle, CO 81647 Dear Permit Holder, Please refer to your building permit number 10642 , issued 9/17/2007 A routine review of our open building permits indicates that we have not received a request for an inspection on this permit since 9/17/2007 Please be advised that building permits expire, per Uniform Building Code, section 106.4.4 and International Code Section 105.5" Every permit issued by the building official under the provisions of this code shall expire by limitation and become null and void if the building or work authorized by such permit is not commenced within 180 days from the date of such permit, or if the building or work authorized by such permit is suspended or abandoned at any time after the work has commenced for a period of 180 days. Before such work can be recommenced, a new permit shall first be obtained to do so, and the fee therefore shall be one half the amount required for a new permit for such work, provided no change have been made or will be made in the original plans and specifications for such work, and provided further that such suspension or abandonment has not exceeded one year. In order to renew action or a permit after expiration, the permittee shall pay a new full permit fee." Please contact this office at your very earliest convenience, in writing, to advise us about the status of your permitted work. If you have not responded within thirty (30) days from the receipt of this notice the permit will be closed and a permanent notation will be placed in the property records at the County Clerk and Recorders office that indicates that the work permitted per Colorado Revised Statues 30-28-205 & 210, was not inspected, is not approved and the building or area is illegal to occupy and is subject to legal abatement action. Thank you for your cooperation. :;:c:;:n ¢r ({/~ Building Inspector 108 Eighth Street, Suite 401 • Glenwood Springs, CO 81601 (970) 945-8212 • (970) 285-7972 • Fax: (970) 384-3470 No. /Ofo Cfd--. Assessor's Parcel No.;)..l<tl-3/ ).-llo~~~ . -~ . · . "" , r 1<::. Date 9( I '7 /'D) Pcd V'vt u -. · auaLDING PERMIT cARD Job Address 52;f$' CK-3if '-f'l· ~~ CDfY6ct'? f<.~ ;l.J B (J.kU Po.d Owner~;P.o.//~:&J!Mvvu:XI~ssfo9j !ff-fkS:t.FJ..§iSb . hone#?~?~~91-6<t;A Contractor W~< UJW ~d Address /1 f E · 3Rcf Sf .di-J..ib ~8~~~ne # ~ ;;s:...~'X( .:3 3 Setbacks: Front Rear RH LH Zoning ___ _ lli~ fr ~} '{-~·~#SPECTIONS Soils Test Weatherproofing __________ _ Footing Mechanical ___________ _ Foundation Electrical Rough (State) -:=---c=:::r---,--=~-- Grout Electrical Final (State) 2-.-7-& :!r 75?:A Underground Plumbing Final ·z-?!-d //Checklist Completed? 00< Rough Plumbing Certificate Occupancy # ----,----- Framing Date--=-.,---------- Insulation Septic System #_,_~-+(._.._;A __ --, _____ _ Roofing Date __________ _ Drywall .. Finai--,---------- Gas Piping Othero'-"f&""". =Vi:....:re.wz=-'-'"-c'Yr-----.._,N.,_t"'-'1+ _______ _ ?;e-;e ;f( y p ~ tJ j.C y s7~-/7s-r :::5 rP (# -z ~z. .s .s- NOTES (continue on back) 8 8DI 8enett Corporallan FAX DATE: TO: FROM; TRANSMITTAL s /;r/oc; Name: ::Jim 1 /;) l/sCH'l Company: GrWf.-~ iJ C 0 Phone:~------------------------------- Fax: :CZa -35'9-::N'7o Name: _._&:jk:;.c~~.Aw:!!.cz:~~~-----Phone: ______________________________ _ Fax (if other than fax listed below):------ THIS MESSAGE IS INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH lT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. Jf the reader of this message is rtot the intended recipient or the employee or ~cnt responsible for delivering: the message to the intended recipient, you arc hereby rtotified that arty dissemination, distribution, or copying of this communication is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone. Thaok you. 112 Red Feather Trail SILT CO 81652 MAIN: (970) 876·1959 FAX: (970) 876-0981 Inspection Report Pagel oft COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Date Received: 07-FEB-08 Contractor/HomeOwner. Address: · Type of Inspection: Action: Comments or Corrections: Pennit Number: 629674 MEGA ELECTRIC, INC. 5888 1/2 CORD 311 Final Accepted Corrections all addressed and repairs made Electrical Final OK Inspectors Name: Cyrus Tuchscher Phone Number: 970-625-5085 Date: 07-FEB-08 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/reaJJEp_ Web _Inspection_ GUI.P... 5/19/2009 <!!) Bill Barrett Corporation FAX DATE: TO: FROM: TRANSMITTAL Name: 'J,~ #1'/ftR...,;:.,-- Company: @A&?tk' Phone: ____________________________ __ Fax: __ ~~~~~--~~~--~~--------- Name:_.~~~~~--~~~~~--------- Phone: ______ -4------------------------ Fax (if other than fax listed below): ------ NUMBER OF PAGES (including cover sheet)------ MESSAGE: .fr>M I f-1 /,PM )r:;r' .;0 f e_ fo THIS MESSAGE IS INT:E:NDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY TO WHICH lT IS ADDRESSED AND MAY CONTAIN INFORMATION THAT IS PRIVILEGED, CONFIDENTIAL AND EXEMPT FROM DISCLOSURE UNDER APPLICABLE LAW. If the reader of this message is not the intended recipient or the employee or agent responsible for delivering the message to the intended recipient, you are hereby notified that any dissemination, distribution, or copying of this communication .is strictly prohibited. If you have received this communication in error, please notify us immediately by telephone. Thank you. 112 Red Feather Trail SILT CO 81652 MAIN: (970) 876-1959 FAX: {970) 876-0981 WESTFIR, INC. ---· . ·-· .. -. .. ·-. -----· DATE: 02 July 2009 PRO.JECT: Rodreic"k SWD Pump Skid Foundation Review TO: Bill Barrett Corp. 11.2 Redfcather TraH Silt, Colorado 81650 (970) 876·1959 Attn: Mr. Monte Shed Dear Monte. 970 S25 4399 448 Wlll Avenue Rifle, Colorado S1650 970-625-2774 Phone 970-625-4399 FAX W!i.1Shlr@rof.net~ B-Mail P• 1 At th~ request of Mr. Jesse Merry l reviewed the Pillar Struct1•ral Engineering drawings for the referenced project, and conducted a site visit The referenced soil bearing for the Rodreick Site is 2,000 PSF as shown on the attacl1cd drawings. The grade oeam piers shown on the drawings appear to provide adequate bearing surfuce for ths soils and the published weight of the equipment skid. From the dirnensions of the grade beams and the site in.spection it appears that there is sufficient frost heave protection for the foundation. The foundation dimensions and reinforcement appear to be adequate for the design loads and site conditions. ll appears that the foundation system shown on the drawings, the various detai.ls, and the design. notes are adequate for the intended purpose. If you have any questions please contact me. Sincerely, ~- Stephen A. Kesler, J>.E. President xc:Filc Attachments: Pillar Structural ,-E:ng'ine~;f}}igT;:ffi DETAJL both dated 812912007. . PLAN and S2 GENERAL NOTES & TYPICAL Pagel of l ------~----··--···-----·~----'-~----· Jul 0~ OS 04:56p WESTAR, INC. 970 625 4399 p.2 ~?;; \ji'J ;u~ •i :J ~ "i:illlr<i o:,!.u~o C) It~~~ p..,2S . """ ,..:1 S~e!~ ~~ 0 Po< ill"" 8s:; u z ,.,;~; ~~ ~~E.; ~!i 0 !;"tl ~ ~-§F ~8~ ·:.> "" :J~* ~ c:l 11;;1!] r:Ci. ~ z ~%'~ ~~ ~ ;:::J hli! r:::l .:< -~ tx\~ 0 ;:;~~ P4 li~"iii " IIlli!§~ ~ 0 ..... ~~"' ~ ~· 0 • ;::~~- Jil;;;:U ~~~- ~~ ;:::;!!.}" 12~ ~m ;:~ ~~ '"" ~~ 5 ;;; Jul 02 OS 04:57p WESTAR, INC. 970 S25 4399 p.3 ~ ~ ,, 8 ~ ~ " s ~ § " ----" ··-········ ···--··· July 18, 2007 Wagonwheel Consulting 111 East 3"' St. Suite 213 Rifle, CO 81650 Attention. Cody Smith RE: Bill Barrett Injection Facilities Power Service, Inc. PO Box 2870-5625 West Yellowstone Hwy. Casper, Wyoming 82602 Phone: 307-472-7722 Fax: 307-472-7726 Toll Free: 1-800-743-4774 www.powerserviceinc.com Building will be attached to skid by way of a %" fillet weld 6" long alternating sides of base tubing every 18". 18" *Drawing is not to scale. Bryce Flammang Applications Specialist 18" 18" 18" Mark Munsell M&M Contracting i ) PILLAR STRUCTURAL ENGINEERING STEEL BUILDING CALCULATIONS for BILL BARRETT CORP. 15'-9" x 64'-9" ~NJECTION BUILDING GARFIELD COUNTY, CO PROJECT ENGINEER: REVIEW ENGINEER: July6, 2007 J. Brendan Bummer, PE J. Brendan Bummer, PE POWER SERVICE, INC. 5625 W YELLOWSTONE P.O. BOX2870 Caspet, WY 82602 770 West Collins Drive, Suite 200C Casper, WY 82601 Phon~: (307) 265.3900 • Fax: (307) 265.3559 /. BILL OF MATERIALS ( BY: JBB DA TE:Z/612007 PIIIBf lti«CfiJfit BARRm INJECTION BLOGJOB EIIUID88fl01 CLIE~N=-T::::PO""W:-:::E:::R-::S:::ER:::-V;;::IC:;::E STRUCTURAL DESIGN LOADS Proiect Location: Elevation: ROOF WADS 1 DECK 2 JOISTS DEAD LOADS 3 MISCELLANEOUS TOTAL 2 P.S.F. 2 P.S.F. l P.S.F. 5 P.S.F. SNOW LOADS Elevation (ft) <7000 ft 7001· 8000 8001.9000 9001. 10000 Pg (psi) 40 so 75.00 100.00 Pf(psf) 24.2 30.2 45.4 60.5 ,.... ; , . .. :: .. _ ~ ,•'. ,. i. ,, . ~'ARFIELD COUNTY BUILDIN<S REQUIREMENTS . . ~ ' ... C¢de$: 97 \.lac, intPC, $tld,i\7 UM(:).. 1995 <;ABO One iind Two Fllmit{ Owelllhg C?de AP,peildiX.A·l 0r M~liiifil<il)lred Housing . . . . · ••• ' :. '• ' ... :. .. :., . • :. • . .... ··' -~·~:. . <: .. • • · · .. Si>\li~Pk$1 ·~$:feJi>tfrc;rt~t a)'ll\1 i<*!r ~ri\i A Q .feet on .tii!\ .$1d.i>s. (.;hec~ ~;ubdivlllloiili); ·• · .' · · · • · · . ·. ·· · · .. · · ·•:· .: · · .. ' . . ' . . : ' . '• :· ·. -. ' . .. . ·, ... :· ...... ',•. .. . ..... -.~.;. •.: · .. ,: . ~·· .. ,. 't • ~;_-.. ·. '·'~" ., ..... Pillar Structural Clien~ .... l!!4 ~,a; Job Number:_· ----- '~··· .". . i ,;#.F. ··~· r. .). .... , .. ' .,.. . ..., •· . .. ; ~1:':"~_-... r ~ .. ...•.... ·.. ' ,······.·'·i~~ :.~~r-,. ~-. . ... , ·:· ··.-' .. . ~ • ' "'!"'· __ ...,, __ ,_ . -.·--.,I,,. . ·-· -·. ' I , ·.···r .... .. :····· , .. . --.---~~ . ·j .... .. ..... :· J. Engineering ______ Page: ___ <of __ _ .· .... , .... ..· .. ..... . : ... ; .. ; l' . ; . ' ... : '-.. -';·•· : ... _. ., ...... . '_. __ ¢_. ·-"' .• :ii .&,·~. ), ;;;. . ' ;,..; .-'p> .'!*U.I\<1,\\f·l . l . ····.1 · ..... : •'•: I§OOZ R-PANEL ·~..,..c, ~ 1 : r r..__·_··~ ~:.:-:. .. ,::;: · .. :: ~· ~::::-... .i ~-.. -· i 07-097 Bill Barrett Corp -Injection Bldg VisualAnalysis 5.50 Report Company: P111ar Structural Engineering Eng~neert J. Brendan summer · Project File: 07-097 BB Corp Inj Building.vap ·Folder; Z:\Jobs\Power Service\Bill Barrett Injetion Building\ Nodes Node X Y Fix OX Fix DY Fix RZ £t £t Nl o.ooo 0.000 Yes Yes No N2 7.875 0.000 No No No N3 15.750 o.ooo No Yes No N4 7,875 0.750 No No No Material Properties Material Strength Elasticity Poisson Density Ther.m, Coeff. Ksi Ksi K/£t"3 in/in/deg-F ASTM A50 -NA-29000.00 0.2900 0.49 o.ooo Member Elements Mambar Section Material (l)Node (2)Node Length Weight Rzl £t K Ml HSS3x3x ASTM A50 Nl N2 7.875 0.05 Fix jM2 HSS3x3x ASTM A50 N2 N3 7.875 0.05 Fix M3 HSS3x3x ASTM A50 Nl N4 7. 911 0,05 ltix M4 HSS3x3x ASTM A50 N4 N3 7. 911 0.05 Fix M5 HSS3x3x ASTM A50 N4 N2 0.750 o.oo Fix Section Properties Section Theta deg lz Sz (iy) Sz (-yl inA4 ZnA3 inA3 HSS3x3x 0.0000 1.89000 2.46000 1.64000 1.64000 Member Local Displacements Member Result Case Name Offset Dx Dy Span/Dy £t in in M1 A4-2a First order 0.00. 0.00 o.oo -NA- Ml A4-2a First Order 3.94 0.00 -0.07 -138~.05 Ml A4-2a First Order 7.88 0.00 -0.09 -1061.35 Ml D+L First order 0.00 0.00 o.oo -NA- M1 D+L First Order 3.94 0.00 -0.06 -1666.86 Ml D+L First Order 7.88 0.00 -0.07 -1273.62 Ml Dead loads First Order o.oo o.oo o.oo -NA- Ml Dead loads First Order 3.94 o.oo -0.06 -.1666.86 Ml Dead loads Fi:t"st Order 7.88 o.oo -0.07 -1273.62 Ml Snow loads First Order 0.00 o.oo 0.00 -NA- Ml Snow loads First order 3.94 0.00 -0.15 -647.459 Ml Snow loads First Order 7.88 0.01 -0.19 -494.713 M2 A4-2a First Order 0.00 0.00 -o. o9 -1061.35 -1-Fri Jul 06 14:28:04 2007 Rz2 Fix Fix Fix Fix Fix One Way Normal Normal NoJ:mal Normal NoJ:mal Extreme Item Member Result Case Name Offset: Flt Vy Mz ft K K K-:l!t .Max Axial M2 snow loads Firat Order o.oo 5.24 0.01 0.23 Max. Mz M3 Snow loads First Order 3.80 -5.26 0.01 o.sa Max Vy M4 Snow loads First Order 0.00 -5.22 0.49 -0.40 Min Axial M3 Snow loads First Order 0.00 -5.31 0. 46 -0.31 Min MZ M3 Snow loads Fi:cst Order 7. 91 -5.22 -0.49 -0.40 Min Vy M3 Snow loads First Order 7.91 -5.22 -0.49 -0.40 Member Min/Max Stresses Extreme Item Member Result Case Name Offset fa fby(+z) fby(-z) Max fby(+z) M1 Dead loads Max fby(-Z) Ml Oead loads Max fbz(+y) M3 Snow loads Max fbz(-y) M3 Snow loads Max fx M2 Snow loads Min fby(+z) M1 Dead loads Min fby(-z) Ml Dead loads Min fbz (+y) M3 Snow loads Min fbz ( -yl M3 Snow loads Min fl< M3 Snow loads Nodal Displacements Node N1 N1 Nl Nl N2 N2 N2 N2 N3 N3 N3 N3 N4 N4 N4 N4 Result Case Name A4-2a First Order D+L First Order Dead loads First Order Snow loads.First Order A4-2a ~irst Order D+L First Order Dead loads First Order Snow loads First Order A4-2a First Order D+L First Order Dead loads First Order Snow loads First Order A4-2a First Order D+L First Order Dead loads First Order Snow loads First Order Nodal Reactions Node Nl Nl Nl Nl N3 N3 .N3 N3 Result Case Name ~4-2a First Order D+L First Order Dead loads First Order Snow loads First order A4~2a First Order D+L First Order Dead loads First Order Snow loads First Order ft Ksi First order 0.00 1.08 First Order 0.00 1.08 First order 7. 91 -2.76 First Order 3.80 -2.79 First Order 0.00 2.77 First order 0.00 1.08 First Order 0.00 1. 08 First Order 3.80 -2.79 First Order 7.91 -2.76 First Order 0.00 -2.81 DX 1.n DY .in RZ deg 0.00 0.00 -0.11405 0.00 0.00 -0.09504 o.oo o.oo -0.09504 o.oo 0.00 -0.24468 0.00 -0.09 o.ooooo 0.00 -0.07 0.00000 0.00 -0.07 0.00000 0.01 -0.19 0.00000 0.01 o.oo 0.11405 0.01 0.00 0.09504 0.01 o.oo 0.09504 0.02 o.oo 0.24468 0.00 -0.09 0.00000 0.00 -0.07 o.ooooo 0.00 -0.07 o.ooooo 0.01 -0.19 0.00000 FX l!'Y MZ K K K-:l!t 0.00 0.44 -NA- 0.00 0.37 -NA- 0.00 0.37 -NA- 0.00 0.95 -NA- -NA-0.44 -NA- -NA-0.37 -NA- -NA-0.37 -NA- -NA-0.95 -NA- -3-Frl Jul 06 14:28:04 2007 Ksi. Ks.i o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo o.oo 0.00 0.00 o.oo 0.00 o.oo 0.00 o.oo o.oo o.oo o.oo 0.00 o.oo fbz(+y) fbz(-y) Ksi Ksi -0.89 0.89 -0.89 0. 89 2.96 -2.96 -4.25 4.25 -1.65 1. 65 -0.89 0.89 -0.89 0.89 -4.25 4.25 2.96 -2.96 2.28 -2.28 ~ HSS3x3x.1875 ~ HSS3x3x.1875 H H$0:~<.1615 i! tiSS~;1 8 75 ' "' J: ' 07-097 Bill Barrett Corp -Injection Bldg VisualAnalysis 5.50 Report Company: Pil~ar Structural Engineering Engineer: J. Brendan Bummer Project File: 07-097 BB corp Inj suilding.vap Folder: Z:\Jobs\Power Service\Bill Barrett Injetion Building\ Design Group Results Design Load Cases Strength service Number Number 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 Load Case (Deflection Type} Name Dead loads First Order (Other) Dead loads P-Delta (Other) snow loads First Order (Other) Snow loads P-Delta (Other) 0.75(D+L+W) First Order ,0.75(0) 0.75(D+L+W) P-Delta ,0.75(0) A4-1 First Order ,1.400 A4-1 P-Delta ,1.400 A4-2a First Order ,1.200 A4-2a P-Delta ,1.200 A4-2b First Order ,1.200 +0.50S A4-2b P-Delta ,1. 200 +0, 50S A4-3c First Order ,1.200 +1.60S A4-3c P-Delta ,1.200 +l.60S A4-5a First Order ,1.20D +0.205 A4-5a P-Delta ,1.200 +0.20S A4-6a First Order ,0.900 A4-6a P-Delta ,0.90D D+L First Order (Other) ,D D+L P-Delta (Other) ,0 D+S First Ordet (Other) ,D+S D+S P-Delta (Other) ,D+S ;AlSC-LRl!'D Steel. Design Design Group: DGl, Group Repo~t, Designed As: ass3x3x.1875 SIZE CONSTRAINTS: none BRACING INFORMA~ION: Lateral bracing at top flange (at +y): Pattern= Unbraced Lateral bracing at bottom flange {at -y) : Pattern ~ Onbraced Lateral bracing in strong direction (parallel toy): Pattern~ Unbraced COLUMN INFORMA~ION: Braced frame in they-direction (strong axis bending for most shapes}. Braced frame in the z-direction (weak axis bending for most shapes) • Effective length factors:Specified Kz = 1.00, Ky = 1.00 Fy -46.00Ksi Design checks assume a 2nd order analysis was performed. (No Bl, B2 factors needed.) Member Design Summary: Member Un.i ty Check Code R.e£. Load Ca:sa Ml 0.17 Combined Forces HSS 7.1 10 M2 0.17 Combined Forces HSS 7.1 10 M3 0.41 Combined Forces HSS 7.1 10 M4 0. 41 Combined Forces HSS 7.1 10 M5 0.00 Weak Bending -NA-1 ·1-Fri Jul 06 14:28:03 2007 Unity Check Values ---IF ailed ___ Not Checked ................... Not Grouped I M1 M2 Pillar Structural Engineering Project: :;r~,..r!--/'1..-ef/,.J( . 4T""it]'l..,. By: ~ Date: _____ Page: ___ o.f __ _ ___ Jdt~~'t$:: L~#~~~~~--,-~~~~¥.··:·• " , .. , •.. "··;· :·--. -~ ~ . ' ~ <?""Y p;.: H·. . .. !..-... -~ . ' . . . ... · .... -·---·l · ...... ' ·•·, . . i?... :o . ) .. ";7,.9'/~. . ..... :-- . ...... -. .' i'' i -, ... . ,'"' _ w~~c ,__ · .r..C~ :;;,; ;; .~tcrlt::~· . !-,~---.-~':"'-.""'::"~ .. ''' . ':1 .... . ........ ~~~--7":':'::: . -~.--·· .... ~--·' .. ; . ... ·... . ... --·:----: .. -- . -··· ... .' .. I ,. . ! , . . . , .... .'..1 .(._ ,, ;_( b ') ·..,. I i: I . ... --· ... -: --., -·. : ' •'" -.. ·;;. .Yt~'','f.;t, I~.?{,,)_ • 1 ' . ;/ ... . . . '. . --... · ... ······ . ' : ..... :.< __ ' -,: .. . ........ . ' -' -. ,_ / Project Name: 15'-9" x 64'-9" INJECTION BUILDING Location: Garfield County, CO By: JBB Start Date: 2/1/07 Comments: .. \Bill Barrett lnjetlon Bulldlng\Wind.wls 15'-9" x 64'-9" INJECTION BUILDING ~ Section -Main Section Enclosure Classification: Enclosed Building Category: I Wall Length(ft) Overhang(ft) 1 64.75 0.0 2 15.75 0.0 3 64.75 0.0 4 15.75 0.0 Wall Height: 10 ft Parapet Height: 0 ft Roof Shape: Gabled Roof Slope(:12) A&B 1.3 Wind Loads on Structures Copyright© 2000 SDG, Inc. ,.l'Y~ W1 A B W3 'w'.r A B W1[ W4]W3 July 6, 2007 I!<!!! ~ l.f!i!!.i1! W41 B ~2 W3 Page 2 of9 15'-9" x 64'-9" INJECTION BUILDING July6, 2007 ·Components and Cladding Input Component Description I Wall/Roof I Surface Labell Zone I Span( It) I Effective Width( It) IArea(sqft) Worst Case Wall Wall 1 (All) 9.0 3.0 27 Wind Loads on Structures Copyright© 2000 SOG, Inc. Page4 of9 15'-9" x 64'-9" INJECTION BUILDING July 6, 2007 MWFRS Net Pressures This data was calculated using the low-rise building method. Wind Direction 1 Method j# jSurface Jz (ft) jq (psf) jGCp fGCpi /Ext Pres (psf)/Netw/ +GCpi (psf)fNetw/-GCpl (psf) Case A 1 2 4E 10.0 8.5 -0.43 0.18 -3.6 -5.2 -2.1 4 10.0 -0.29 -2.5 -4.0 -0.9 3 4 1E 10.0 8.5 0.61 0.18 5.2 3.6 6.7 1 10.0 0.40 3.4 1.9 4.9 A 2E 10.0 -1.07 -9.1 -10.6 -7.6 2 10.0 -0.69 -5.9 -7.4 -4.3 3E 10.0 -0.53 -4.5 -6.0 -3.0 3 10.0 -0.37 -3.1 -4.7 -1.6 B 2 10.0 -0.69 -5.9 -7.4 -4.3 3 10.0 -3.1 -4.7 -1.6 CaseB 1 5E 10.0 8.5 0.61 0.18 5.2 3.6 6.7 5 10.0 0.40 3.4 1.9 4.9 2 4E 10.0 -0.48 -4.1 -5.6 -2.5 4 10.0 -0.45 -3.8 -5.3 -2.3 3 6E 10.0 -0.43 -3.6 -5.2 -2.1 6 10.0 -0.29 -2.5 -4.0 -0.9 4 1E 10.0 -0.46 -4.1 -5.6 -2.5 1 10.0 -0.45 -3.8 -5.3 -2.3 A 2E 10.0 -1.07 -9.1 -10.6 -7.6 2 10.0 -0.69 -5.9 -7.4 -4.3 3E 10.0 -0.53 -4.5 -6.0 -3.0 3 10.0 -0.37 -3.1 -4.7 -1.6 B 2 10.0 -0.69 -5.9 -7.4 -4.3 3 10.0 -3.1 -4.7 -1.6 Wind Loads on Structures Copyright© 2000 SDG, Inc. Page 6 of9 15'-9" x 64'-9" INJECTION BUILDING July 6, 2007 MWFRS Net Pressures This data was calculated using the low-rise building method. Wind Direction 3 Method I# !Surface 1 z (ttl I q (psf) 1 GCp I GCpi 1 Ext Pres (psf)j Net w/ +GCpl (psf)j Net w/-GCpi (psf) Case A 1 2 1E 10.0 8.5 0.61 0.18 5.2 3.6 6.7 1 10.0 0.40 3.4 1.9 4.9 3 4 4E 10.0 8.5 -0.43 0.18 -3.6 -5.2 ·2.1 4 10.0 ·0.29 ·2.5 -4.0 ..0.9 .A 2 10.0 -0.69 -5.9 -7.4 -4.3 3 10.0 -0.37 ·3.1 -4.7 ·1.6 B 2E 10.0 -1.07 -9.1 -10.6 -7.6 2 10.0 -0.69 -5.9 -7.4 -4.3 3E 10.0 ..0.53 -4.5 ·6.0 ·3.0 3 10.0 ·0.37 -3.1 -4.7 ·1.6 :case B 1 6E 10.0 8.5 ·0.43 0.16 -3.6 -5.2 ·2.1 6 10.0 -0.29 -2.5 -4.0 -0.9 2 1E 10.0 -0.48 -4.1 -5.6 -2.5 1 10.0 ·0.45 -3.8 -5.3 -2.3 3 5E 10.0 0.61 5.2 3.6 6.7 5 10.0 0.40 3.4 1.9 4.9 4 4E 10.0 ·0.48 ·4.1 -5.6 -2.5 4 10.0 -0.45 -3.8 -5.3 -2.3 A 2 10.0 -0.69 -5.9 -7.4 -4.3 3 10.0 -0.37 -3.1 -4.7 -1.6 B 2E 10.0 -1.07 -9.1 -10.6 -7.6 2 10.0 -0.69 -5.9 -7.4 -4.3 3E 10.0 -0.53 -4.5 -6.0 -3.0 3 10.0 -0.37 -3.1 -4.7 -1.6 Wind Loads on Structures Copyright© 2000 SDG, Inc. PageS of9 PILLAR STRUCTURAL ENGINEERING 770 W COLLINS OR., STE 200C CASPER, WY 82601 Phone: (307) 265·3900 Fax: (307) 265·3559 Title: Job# Dsgnr: Dale: 10:54AM, 12 MAR 07 Dflscrlptlon : Scope: General Information Code Ref: AISC LRFD, 1997 UBC, 2003 IBC, 2003 NFPA 6000 ~~~ Steel Section HSS3X3X3/16 Fy 46.00 ksi Duration Factor 1.330 Column Height 11.500 It Elastic Modulus 29,000.00 ksi End FIXIIy Pln·Pln X-X Unbraced 11.500 it live & Short Term Loads Combined Y·Y Unbraced 11.500 ft X·X Sldesway : Y·Y Sldesway : Kxx Kyy Restrained Restrained 1.000 1.000 ~~-...,.,..,_...,..,..,....,. __ _,..,.~!!llm.~ t:z&,~:m5W.<MU&~~::m Axial Load ... Dflad Load Live Load Short Term Load Distributed lateral Loads ... Along Y·Y Along X·X ~ Summary m Steel Section capacltles •.. 0.37 k 0.95k k ...!21,_ .85 *Pn: Factored Load Combinations ...• Eco. for XvX Axis Moments Ecc. for Y-Y Axis Moments 27.344 k ...§L 0.1001</n k/ft 0.9*Mn-x: 0.000 In 0.000 In ··> ··> ...s.u\L 11.500 ft ft Column Design OK 6.727 k-ft 0.9 * Mn·y: 6.796 AISC H1·1 a & b : (Pu I AphiPn) + B"(MulphiMn) <= 1.0 If Pu/phiPn > 0.2, A= 1, B ~ 8/9; If Pu/phiPn < 0.2, A= 2, B = 1 (1) 1.40 Pu = 0.518 k MU·X = 1.653k·ft Eq. H1 Resufts= 0.255:1.0 Mu·y = 0.000 (2) 1.20 + 1.6L ... Pu = 1.964 k Mu-x = 1.653 k·ft Eq. H1 Resufts = 0.282: 1.0 Mu·y = 0.000 (3) 1.20+ 1.6L + 0.8W ... Pu = 1.964 k Mu-x = 1.653 k-It Eq. H1 Results = 0.282: 1.0 Mu-y = 0.000 (4) 1.20 + 0.5L + 1.3W ... Pu = 0.919 k MU·X = 2.149 k-ft Eq. H 1 Results = 0.336: 1.0 Mu-y = 0.000 ~:~::~~;u~m-..~~o!Wf~-~~~IN~••"'J:il!i<!£i•~W'I:&W.,~~%~ Allowable & Actual Stresses Dead Live DL + LL Pl + Short Fa :Allowable 0.00 ~si 0.00 ksi 0.00 ksi 0.00 ksl fa: Actual 0.00 ksi 0.00 ksi 0.00 ksl 0.00 ksl Fb:xx : Allow [F3.1] fb : xx Actual Fb:yy : Allow (F3.1] fb : yy Actual 0.00 ksi o.oo ksi 0.00 ksi 0.00 ksi 0.00 ksi o.oo ksi 0.00 ksi 0.00 ksi 0.00 ksi 0.00 ksi o.oo ksl 0.00 ksl o.oo ksi 0.00 ~., 0.00 ksi 0.00 ksl / ' TIUe: Job# D&gnr: Date: 10:54AM, 12 MAR 07 PILLAR STRUCTURAL ENGINEERING 770 W COLLINS DR., STE 200C CASPER, WY 82601 Description : Phone: (307) 265-3900 Fax: (307) 266·3559 Scope: av; p 2 """ KW-0606935, Va<5.8.0,1-N~-•oos Steel Column age {~~~·'!'!'l'F.~~~~--------------";~~ons.~ Description TYPICAL WALL COLUMN ~~-~!~~~?~~*~~&mz:.ammwm Depth 3.000 In Weight 6.42 #/It Web Thick 0.174 in lxx 2.460 in4 Width 3.000 in lyy 2.460 in4 Flange Thick 0.174 in Sxx 1.640 in3 Area 1.89 in2 Syy 1.640 in3 Rt o.ooo in Rxx 1.140 in Ryy 1.140in Section Type= HSS-Square ., 8L~iai3M~!S!.bi\iGa~~:Wii~~~ Values for LRFD Design .... J 4.030 in4 Cw 2.761n6 ZX 1.970 in3 Zy 1.970 ln3 0.000 MEMORANDUM OF PRODUCED WATERDISPOSAL AGREEMENT WHEREAS on the JJ!..~ay of February, 2007, Perry Dan Rodreick ("Owner") entered into a Produced Water Disposal Agreement with Bill Barrett Corporation, ("Operator"), covering the below described lands in Garfield County, Colorado. Township 6 South. Range 91 West, 6th P.M. Section 31: NEY.NWY. Garfield County, Colorado WHEREAS said agreement provides for, among other things, the right to enter upon and use the Owners' property for the purpose of erecting and maintaining well site location(s) for one (1) or more wells on Owners' land to maintain the well site location(s) and to dispose of produced water. Said agreement sets forth payment of specific an1ounts to cover damages resulting from the construction, use and maintenance of the well site location. Said agreement, with all of its tenns, conditions, covenants and other provisions, is referred to and incorporated into this MemorandUlll for all purposes. NOW THEREFORE this MemorandUlll is placed of record for the purpose of giving notice of the Produced Water Disposal Agreement. :Z:a~ 11er;:;Jia'll Rodreick · Operator: Bill Barrett Corporation By!Jt .... , .... -._/c:_:fl: TJ~~u Huntington T,.Walker \)) Vice-President -Land State of Colorado ) ) ss County of Garfield ) On this_Ll!_'&y ofFebruary, 2007, before me personally appeared .Perry Dan Rodreick, known to me to be the person desc1ibed in and who executed the foregoing instrument,. and who acknowle l!!ed to me that he executed the same. JEFF FANDRICH (SEAL) NOTARY PU13LIC. STATEOF COLORADO My commission expires: _..:::z::::,/<-..:· t-:..,1!-A.Y.2P""-'-.!.../-'O~-~ o . Public State of Colorado ) )ss City & County of Denver ) On this.;/(p'f'( day offi;s~ 2007, before me personally appeared Huntington T. Walker as Vice-President-Land of Bill Barrett Corporation known to me to be the person described in and who executed the foregoing instrument, and who acknowledged to me that he executed the same. (SEAL) My commission expires: _2/=-_1_,7/f-_f).D_J_O ___ _ '·' WAGON WHEEL CONSULTING CODY W. SMITH 111 E. 3RD STREET, SUITE 213 RIFLE, CO 81650 OFFICE: (970) 625-8433 FAX: (970) 625-8435 CELL: (303) 902-1532 September 14, 2007 Garfield County Building & Planning Department I 08 8'11 Street, Suite 201 Glenwood Springs, CO 81601 RE: Agent Authorization To Whom It May Concern: Wagon Wheel Consulting, Inc. (Cody W. Smith) has been retained by Bill Ban·ett Corporation (BBC) to request two Garfield County Building Pennits for the GGU Rodreick Well Pad and the Specialty 13A Well Pad. I authorize Wagon Wheel Consulting, Inc. (Cody W. Smith) to act as agent on my behalf. Please contact me at (303) 312-8511 if you have any questions or concerns. Sincerely, ~-- C:,ir-;.r h.:--,..,:~ r. ~' Bill Barrett Corporation Parcel Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information A~Se$$QI/Tr9!l$1;IIQIPropertv.Se!lr<::h I AiiSGS~QLSubselQ\!ITy I Ass_e§sor Sale~ __ S_qarch Cle!"k& RG<::or<:leLRG<::GPtionSe!lr<::h Parcel_Detail I Value Detail I Sales Detail I Residqntial/Commercial Improvement Det!lil Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I o23 II R230878 II 218131200222 II 44.581 I Owner Name and Mailing Address jRODREICK, PERRY DAN I j5888 COUNTY ROAD 311 I jNEW CASTLE, CO 81647 I Legal Description IDESC: SEC. 30 SESW, SWSE -SEC 31, I jNENW, NWNE PRE:R023337 BK: 1939 I jPG:608 RECPT:725923 BK:1876 PG:298 I jRECPT:713608 BK:1709 PG:515 I jRECPT:678822 BK:1676 PG:693 I jRECPT:671769 BK:1061 PG:0292 I IBK:1057 PG:0575 BK:0919 PG:0801 I jBK:0820 PG:0943 BK:0816 PG:0032 I jBK:0533 PG:0303 I Location I Physical Address: jjs888 311 COUNTY RD NEW CASTLEj I Subdivision: I I Land Acres: I 160 I Land Sq Ft: I 0 http://www .garcoactcomlassessor/parcel.asp?Parce1Number=218131200222 9/13/2007 Parcel Detail Page 2 of3 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: II 37,34011 10,8301 I Im~rovements: II 155,91011 17,3ool I Total: II 193,25011 28,1301 Sale Date: III/3/1992 Sale Price: 1!120,000 Basic Building Characteristics Number of Residential 1 Buildings: Number of Comm!Ind )o I Buildings: I Residential Building Occurrence 1 Characteristics I I TOTAL HEATED AREA: 111,568 I I ABSTRACT CODE: IIMANUFCTRD HOUSING-IMPS I I ARCHITECTURAL STYLE: IIMANUFACTURED I I EXTERIOR wALL: IIMASONITE I ROOF COVER: !lcoMP SHNGL I ROOF STRUCTURE: IIGABLE INTERIOR wALL: IIDRYW ALL FLOOR: jlsHT VINYL FLOOR: IICARPET I HEATING FUEL: IlGAS I I HEATING TYPE: IIFORCED AIR I I STORIES: IISTORIES 1.0 I I BATHS: 12 I ROOMS: 16 I UNITS: II I BEDROOMS: 14 I YEAR BUlL T: 111998 I Tax Information http://www .garcoact.com/assessor/parcel.asp?ParcelNumber=218131200222 9/13/2007 Parcel Detail Page 3 of 3 I Tax Year II Transaction Type II Amount I I 2006 II Tax Payment: Whole II ($1,158.20)1 I 2006 II Tax Amount II $1,158.201 I 2005 II Tax Payment: Whole II ($1,159.02)) I 2005 II Tax Amount II $1,159.021 I 2004 II Tax Payment: Second Half II ($742.79)1 I 2004 II Tax Payment: First Half II ($742.79)1 I 2004 II Tax Amount II $1,485.581 I 2003 II Tax Payment: Whole II ($1,653.68)1 I 2003 II Tax Amount II $1,653.681 I 2002 II Tax Payment: Whole II ($1, 793.40)1 I 2002 II Tax Amount II $1,793.401 I 2001 II Tax Payment: Second Half II ($892.03)1 I 2001 II Interest Payment II ($17.84)1 I 2001 II Interest Charge II $17.841 I 2001 II Tax Payment: First Half II ($892.03)1 I 2001 II Tax Amount II $1,784.061 I 2000 II Tax Payment: Whole II ($2,014.64)1 I 2000 II Tax Amount II $2,014.641 I 1999 II Interest Payment II ($14.41)1 I 1999 II Interest Charge II $14.411 I 1999 II Tax Payment: Whole II ($480.30)1 I 1999 II Tax Amount II $480.301 IQJLPfP<Jg£ Asse;;,s_m: Database .. Search Options I Tre<!SJlrer Databa.:;e Search Options Clerk .SCJ~ecorder Da,tabase Search Options The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Tums Software. All Rights Reserved. Database & Web Design by Good Tllrns Software. http://www .garcoact.cornlassessor/parcel.asp?ParcelN umber=218131200222 9/13/2007