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HomeMy WebLinkAboutApplication-PermitI Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970·384-3470 Inspection Line: 970·384-5003 Building Permit No. ))002 __ _ Parcel No: 2171-081-00-952 ---- Locality: 11 NE 1/4 SE 1/2 & SE 1/4 SW 1/4 of sec. 96W Job Address: 7827 CR 215 Parachute -- Use of Building: __ _ ----"-G=ar-"-de.n Gulch Compressor Bldg. Owner: Petroluem Development CQ£Pcc· ____ _ Contractor: United Steel Structures ---=--···-······ . Fees: Plan Check: 922.58 Septic: Bldg Permit: $ 1,419.35 Other Fees: ~--· ~--~ ~·- Total Fees: $ 2,341.93 ~~'"--- Clerk: ~._m _ _. .... Date: lt-.;25.:illl .. I GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'" Street, SUite 401, Glenwood Springs, CO 81601 Permit No: JJ Phone: 970-945-8212 I Fax: 970~384-3470 I Inspection Line: 970-384-5003 DD 2 Parcel/Schedule No: ~ /1/-OY { I Jo7 Address: ~< 8;;!( -C_out. \ i d. 2. )%' ~1\trlv\e Cb 8/r.3s 1 Lot No: 1 Block No: Subd. I Exem¥ ltiVE 1/'/Sf Yz i&!~ sw Y<f or Sec. R fwn>A.,&s ""' u 2 P'o'fr~ieviVI (),_vpinPMM~ <1~0. ~~dt;s '"""""~~CD P~: )~ '''~,\;>?"" WkPh: " .:Be> 1~o 1.> R.iiho...d. 70 '3 -'ic.o& 3 Contractor: Address: 1-fv>\oo.. It 77o71 Ph: Lie. No. """"4 u,·:-kr s.k.l ~\1-..<..*0"'-149J.':) il'le"'o~\A I Dr [}.8/-'-19&-!< ou Architect/Engineer: 1 ~ddress: Ph: Lie. No. S ~~r;>_e "" A \. o ve.- 5 Sq. 3i of Building: Sq. Ft. of Lo42. l \ Height: No. of Floors: t:t7(. 6 Use of Building: ,..l ..f';~'A,...:.,. •·· ):(.,~_...;h"_:!~, LJ.Ii, A .L• "oMPre&;or i1v,l.\"'-" .1.,, \-""""-nA.\,,,,, c. A~ roM (" .f ' 7 Des~'ribe Work: _ -:J I P,f) Pre. ·-e,".'"m~.l'lu·.\d.J"" .. , .,J. """' OD HD<-eSS.O<, 8 Class ofWofk: -~ 0 New 0 Alteration o Remove rjl--.. Addition Cl Move 9 garage: fJ/1\ 0 Single Carport: 0 Single Double 0 Double 10 0 Driveway Permit 0 On-Site Sewage 0 Site Plan Disposal 11 Valuation of Work: $ ;):;) \ 1 ::S \ \ Adjusted Valuations:(~' - 0 12 S~eci~ Conditions: eC. ~ ~ \..J-te,. .')"x,fA-S.l ,...._ 0 6. w .\\ <!.~(\. be.. tc.-WtoueC. \.)\ \6-pte_ e. n~ ~eefi \. u· e r--. o' · !\.e.. e<t A oc~ <e\,;\-lleJ -\, />.~ AM•\>W'A \ b"'f NOTICE Plan Check Fee: Permit Fee: A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE q;iz5s .t4.1q 3' ISSUED BY THE STATE OF COLORADO. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION Total Fee: TJ?e·'!f0'':'8 _gssued: AUTHORIZED IS NOT COMMENCED WITHLN 180 DAYS, OR, IF ) 31.-j (' '1'> CONSfRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. ! HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS OCC Group: Const. Type: APPLJCATJON AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL 'F -l PROVISIONS OF LAWS GOVERNING THIS 1YPE OF WORK WILL BE :J:f:>C COMPLETED WITHIN WHETH~FIED HEREIN OR NOT. THE Zoning: Sethacks: GRANTING OF A PERMIT DOES RESUME TO GIVE AUTHORI1Y r<-l [__. TO VlOLATE OR CANCEL THE P VISJO S OF ANY OTHER STATE OR LOCAL LAW REGULATING l STRUCTjC>N OR THE PERFORMANCE ~UCTION. ..,_ c .II! -~ G/6)01 Manu. P: orne: ISDS No. & Fee: '-SIGNATURS OF ~z ~~ J~ ~,,((~ATE fJ p A.l'fl !1... . .w·<-11 I I. . J 71<.-L. 7 !i;~ATE ~~~o:::.:.;•~A;[ 7 AGREEMENT PERMISSION IS HEREBY GRANTED TO THE APPLICANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE STRUCTURE AS DETAILED ON PLANS AND SPECIFICATIONS SUBMIITED 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 USE REGULATIONS ADOPTED BY GARFIELD COUN'fY PURSUANT TO AUTHORITY GIVEN LN 30.28.201 CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF THE ABOVE SAJD ORDINANCES ARE NOT FULLY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF' THE ABOVE DESCRIBED STRUCfURE, 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 THEREAFTER REQUIRING THE CORRECTION OF ERRORS IN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING CARRIED ON THEREUNDER WHEN IN VIOLATION OF THS CODE OR ANY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION. THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE Ai'l" ACCEPTANCE OF ANY RESPONSJBILITIES OR LIABLITIES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSI B!LI1Y FOR THESE ITEMS AND IMPLEMENTATION DURING CONSfRUCTlON RESTS SPEC!FICIALLY WITH THE ARTICTqCT, DESIG ER, BUILDER, AND OWNER. COMMENTS ARE INTENDED TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST I HEREBY A]OWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE (!NIT! U· --- ~!~~~ 1~;.~'13!o(~~l/Dg The following items are required by Garfield County for a final inspection: l. A final Electrical Inspection from the Colorado State Electrical Inspector; 2. Permanent address assigned by Garfield County Building 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 required 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, and/or State Agencies where applicable. 9. If you will be connecting to a public water and/or sewer system, proof of the tap fees have been paid and the connections inspected by the service provider prior to issuance of a C.O. A CERTIFICATE OF OCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. ****A CERTIFICATE OF OCCUPANCY MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. ****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 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 Certificate of Occupanc the dwelling under building permit # _____ _ Signature Bpapplicationoctober2006 &f/5)07 Date VALUATION/FEE DETERMINATION Applicant De.. -±no\~ Qe...v Lo(l f Address __ 7.._g-.._·..~.2_,7.__,_c""(L=--?.-=I..;;«: __ Date. ____ t.jJ..-"'-'--1 ::D...:.~_,o"-'1"------ Finished (Livable Area): Subdivision Lot/Block Contractor Main Upper Lower Other \;v ,qe E: \-fc:l1A. ") { 0~ ()0 X 3'1 '2B Basement: Total Square Feet Valuation Unfinished /'i~Lf72 Conversion of Unfinished to Finished Plan Check Fee for Conversion Valuation Garage: Valuation Crawl Space: Valuation Decks/Patios: Covered Valuation Open Valuation Total Valuation Cathi Edinger From: Craig Richardson Sent: Wednesday, June 18, 2008 1:56PM To: Cathi Edinger; Julie Taylor; Jena Thompson; Andy Schwaller Subject: Garden Gulch Compressor Station 1 have the bond in hand, land use wise they have completed all requirements. Craig Richardson Senior Planner Garfield County 108 8th Street Suite 401 Glenwood Springs,CO 81601 970-945-8212 970-384-3470-Fax J1 Please consider the environment before printing this e-mail. 6/18/2008 Page 1 of 1 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. 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 corner 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 tyhe final platy.r1th theproposed structure located within the envelope. es , L_-· 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 propetty 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 ......----:~··· 3. Does the site plan indicate the location and direction of the State, County or private road accessing tj:Je property? Yes_~_ 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 ~ 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for pennit issuance only", "App.l'6Val drawings only", "For permit issuance only" or similar language? Yes / No__ Not necessary for this project __ _ 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~ No__ Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation ylan for this building? Yes~ 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 __ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes__ No__ Not necessary for this project __ \,_,:::..// 10. Do the plans include design loads as required under the IBC or IRC for roof snow loads, (;vminimnm of 40 pounds per square foot in Garfield County)? Yes~ No__ Not necessary for this project __ 1 1. Do the plan~irtci~de design loads as required for floor loads under the IBC or IRC? Yes__..L'' No__ Not necessary for this project __ 12. Does the plan)nclude a building section drawing indicating foundation, wall, floor, and roofc~ion? Yes__ No__ Not necessary for this project __ 13. Is the~~~ and exposure design included in the plan? Yes__ No__ Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling jojsfs, roof rafters or joists or trusses? Yes :/ No__ Not necessary for this project __ 3 15. Does the building section drawing or other detail include the method of positive connection <)f-all colunms and beams? Yes~ 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 f!Jlt: roof? (Check applicable zone district for building height maximum) Yes-c/' 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 ~ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the me or IRC? ~- Yes__ No__ Not necessary for this project __ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sle~ins and/or basements comply with the requireme~fihe IBC or IRC? Yes-&-No__ Not necessary for this project_·~-- 20. Does the plan include a window schedule or other verification that windo~s provide natural light and ventilation for all habitable rooms? ~-----·· Yes__ 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? J Yes__ No__ Not necessary for this project __ 22. Do the plans include a complete design for all mechanical systems planned for installation in jhis building? Yes~ No Not necessary for this proj\Oct, __ _ 23. Have all areas i the building been accurately identified for the intended use? (Occupancy identified in the me Chapter 3) Yes No__ Not necessmy for this project. __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be yu;e in this building? · Yes__ No__ Not necessary for this project __ 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 __ 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 sexe.§]-· Yes__ No__ Not necessary for this project--'::::,..._. 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? /....-_.. Yes__ No__ Not necessary for this project __ 28. Have two (2) corr1plete sets of construction drawings been submitted with the application~/-- Yes __ i./'_ 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 __ 30. Does the plan accurately indicate what you.intend to construct and what will receive a final insp~n by the Garfield County Building Department? Yes .__...--No __ 31. 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 Reso~n for setbacks. Yes v "'/ No. __ _ 32. Do you understaQd that approval for design and/or construction changes are required prior to the--implementation of these changes? YesL 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 pel)llit! Yes __ V_ N Nro __ 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 occ~y of the building? Yc;§.L_ No __ 5 35. 36. 37. 38. 39. 40. 41. 42. 43. 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~ No __ 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. Are you aware that requesting inspections on work that is not ready or not accessible will result i~OO re-inspection fee? Yes~ ..... No. ___ _ 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 County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department ~25-860 I. Yes =//No. ____ _ Do you understand 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 /No ___ _ \7 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 application? Your attention in this is appreciated. Yes ,....../No ___ _ Do you know that the local fire dj_sR-ict may require you to submit plans for their review of fire safety issues? Yes ~ No (Please check with the building department about this requirement) Do you understand that if you are planning on doing any excavating or grading to the property pri.oorr ~to · ance of a building permit that you will be required to obtain a gradingp& Yes ____ _ 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 Section 1004 of the IBC to prepare the plans and specifications for the project. ..---·--· · ·· Yes No Not Necessary for this project _____ _ 6 at I have read, understand, and answered these questions to ~nature Date Phone: "170c9Br;;-9~0(., (days); (evenings) Project Name: Go.. I~ <?-v \e.," C.O~"?te&sot ~,\dtj Project Address: C."A1 .,eJ., 1...15'" 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 circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm April 2006 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, IBC, IFGC, IMC, IPC, Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof): 40PSF up to 7000ft. elevation. 50PSF 7001 to 8000ft. 7 5PSF 800 I to 9000ft. I OOPSF 900 I to I OOOOft. 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 16 over 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 Insulation: Maximum glazing U factor: 0.50 Minimum R-Values: • Ceilings/roofs R values are: R-30 stick built structures. R-38 log construction and steel rafter construction. • Walls R values are R-19 wood frame; R-19 cavity R-3 sheathing steel studs. • Floors R-values are R-19. • Basement wall R-values are R-!0 beiow grade, R -19 above grade. • Slab perimeter R-value and depth is R- l0/36in. • Crawl space wall R-values are R-10 below grade and R-19 above grade If floors over crawl spaces are not insulated, the crawl space walls must be insulated. Basement wall must be insulated to frost depth .. Common walls garage to house must have R-19 insulation. Common ceiling/floor garage to house must have R-19. Take precautions to protect plumbing in these areas. PLAN REVIEW CHECKLIST . Applicant~\~ De J Building ~ngineered Foundation ../ Driveway Permit ~)LL ")·~ ·v;r __ Surveyed Site Plan f !¥!!> *Septic Permit and Setbacks '/ GradefTopography 30% ~Attach Residential Plan Review List ~inimum Application Questionnaire ~Subdivision Plat Notes *-=Fire Department Review ~Valuation Determination/Fees LRed Line Plans/Stamps/Sticker J4LAttach Conditions Planning/Zoning __ Property Line Setba ks __ 30ft Stream Setbac s __ Flood Plain __ Building Height ision Plat Notes __ Application Signed wi.w ">·'f"-'1 1\'V-~L>><•l."-& '>·~­ . V Plan Reviewer To Sign Application __ Parcel/Schedule No. fl.., &-J_ O'vVh.<2.1L S "'f (]\._ 'le~ ~~ ~ 40# Snow load Letter-Manf Hms. i/ Soils Report GENERAL NOTES: No. 11002 ~~e& Front _____ Rear _____ RH _____ LH _____ Zoning ____ _ Garden Gulch Compressor Building Soils Test :::---::::---:::=---==--r------ Footing 7--7-&2 ~ Foundation 2-/;?-bi'=:.19U/i Grout ____________ __ Underground Plumbing ______ _ Rough Plumbing ---------Framing ____________ _ Insulation------------Roofing ____________ _ Drywall ------------- Gas Piping-------------- INSPECTIONS NOTES Weatherproofing ___________ _ Mechanical _____________ _ Electrical Rough (State) --r--=---=---:;;~:------- Eiectrical Fin~ (State) f-W-DC( Finaljo-$...-0+ /Checklist Co~~eted? ~£Fti1 Certificate Occupancy! ..-~UW.-'' 11-'-. "--Y-:::-:-::::-:::c;·~,..--- Date I ~'51 ltD_ 2. \l. 0 Septic System # --"",·' ,..-----------Date __ ._\_,_ ________ _ Finai_. ___ S~-------- other -------,.-S-",,_.------- (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO hOP (k.jL: INSPECTION WILL NOT BE MADE UNLESS .:J j,'b Go;> 'h'J:Y 1:?-5?;, THIS CARP IS POSTED ON THE JOB Date Issued _Le....,.__·-ldi;~"-·-Cfb"""-""--------Permit No. -i{-111-'DQ""-'"--";;)'----------- AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. use (jerdtn Gul~_fnS~~P-· -~---- Addressm:Legal Description1f)l1 CJl 2\5 'Po.m(JolJ,.ftJ Owner'Bfro_JeumJ>ev. Cor-p. ContractoriJniU.OOfflf!d!_:';:~f!l~[l1MjiW:1iS Building PermitTypeCan.p:llf"' .. ~S....,$1.)r.,_....,.'---------------~~-------- This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway -7-{:/ ') CY/( ;;d~! Foundation I Grouting Insulation 7-rfi-o'l, fQW__ Underground Plumbing Drywall Rough Plumbing Electric Final (by State Inspector) (Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL /D f3 OCf {)M Electric Rough (by State Inspector) (You Must Call For Final Inspection) (Prior to Framing) Notes Framing (to include Roof in place & Windows & Doors installed & Firestopping in place) THIS PERMIT IS NOT TRANSFERABLE For Inspection Call970-384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD By~.l<lYrw--.l ~~ PROTECTPER~v:e~t=~........,_,. (DO NOT LAMINATE) Inspection Report COLORADO STATE ELECTRICAL BOARD INSPECTION REPORT I CORRECTION NOTICE Page 1 of 1 Date Received: 20-JAN-09 Permit Number: 649323 Contractor/HomeOwner: Address: Type of Inspection: Action: Comments or Corrections: ELKHORN CONSTRUCTION, INC. 7827 CR215 Final Accepted 1) add vent to ups batteries 2) add strut straps below junction boxin far west containment area 3) Installer on site making corrections (Jerry) 4) Electrical Final OK Inspectors Name: Cyrus Tuchscher Phone Number: 970-625-5085 Date: 20-JAN-09 COLORADO STATE ELECTRICAL BOARD DEPARTMENT OF REGULATORY AGENCIES 1580 Logan St. Suite 550 Denver, Colorado 80203-1941 Phone: (303) 894-2985 https: I fwww. dora. state. co. us/pls/real/Ep _Web _Inspection_ GUI.Process.Yage 1017/2009 TRIGON PROJECT: Garden Gulch Compressor Station ENGINEERING •PROCUREM ENT•CONSTR UCTI ON ISSUED FOR D IN-HOUSE REVIEW D APPROVAL D QUOTATION D PURCHASE lZJ CONSTRUCTION D REVISED Rev# Date By 0 3/I/07 REH CLIENT: Petroleum Development Corp. JOB#: 2242-02 SPECIFICATION TITLE SHEET _., ,,' t THIS SHJ;;1JTIS f\ RECORDQFEACH ISS"f:JEOlt~VI~I!)N1'0THE .~UBJECT ... · ... ·.··········· Sl'1JGJF!C:AT]Ol':LEACI-I TIME THE Sl'E(;IFICATIONJS CHANGED, ONLY'I'l;IEWEW OR'REVISED SHEETS NEED TO BE ISSUED.. . . <:',' ' ','_.' '<,' ' ' ',_'' " ' ifHEE~yT SHEETSCMNCl]3FJAND THE~AJ'l.lREori'l'~kfA-rA'i'l~aE SHOULD BE . NOTEJ).'l.JNI'IERREMARKS:THE REVISED SHEETS BECOMEP ART OF THE OR!GlNALSl'Ec;Il'ICATION AND Sl;IALL BE COMPLIED WITH IN THEIR El\!TIRETY. APPROVALS Checked Section Project Client Remarks ENTIRE SPECIFICATION ATTACHED D REVISED SHEETS ONLY ATTACHED SPECIFICATION NUMBER: DOCUMENT TITLE: SPC-224 202-ST -001 Reinforced Concrete and Grout Page 1 1. GENERAL 1.1. SCOPE 1.1.1. This specification covers the installation of all cast-in-place concrete and grout. 1.1.2. The provisions of this specification shall govem wherever applicable, except as otherwise provided on the drawings. In case of conflicting requirements, the drawings shall govern. 1.2. REFERENCES The latest edition of the codes, specifications, and standards listed below shall form a part of this specification. 1.2.1 AMERICAN CONCRETE INSTITUTE (ACI) ACI 117 ACI 211.1 ACI 214 ACI 301 ACI 302.1R ACI304R ACI 304.2R ACI305R ACI306.1 ACI306R ACI 308.1 ACI 309 ACI 318 ACI 347R SP-66 Standard Specifications for Tolerances for Concrete Constrnction and Materials. Standard Practice for Selecting Proportions for Normal, Heavyweight and Mass Concrete. Recommended Practice for Evaluation of Strength Test Results of Concrete. Specifications for Strnctmal Concrete. Guide for Concrete Floor and Slab Constrnction. Guide for Measuring, Mixing, Transporting and Placing Concrete. Placing Concrete by Pumping Methods Hot Weather Concreting. Standard Specification for Cold Weather Concreting. Cold Weather Concreting Standard Specification for Curing Concrete. Guide for Consolidation of Concrete. Building Code Requirements for Stmctnral Concrete. Guide to Formwork for Concrete. ACI Detailing Manual 1.2.2 AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) ASTMA185 ASTMA615 ASTMC31 ASTMC33 ASTMC39 ASTMC94 ASTMC138 ASTMC143 ASTM Cl50 ASTMC172 ASTMC173 Standard Specification for Steel Welded Wire Reinforcement, Plain, for Concrete Reinforcement Standard Specification for Defmmed and Plain Billet Steel Bars for Concrete Reinforcement Standard Practice for Making and Curing Concrete Test Specimens in the Field Standard Specification for Concrete Aggregates Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens Standard Specifications for Ready Mixed Concrete Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete Standard Test Method for Slump of Hydraulic Cement Concrete Standard Specification for Portland Cement Standard Method of Sampling Freshly Mixed Concrete Standard Test Method for Air Content of Freshly Mixed Concrete by the Volumetric Method Page 2 ASTMC231 ASTMC309 ASTMC618 Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method Standard Specification for Liquid Membrane Forming Compounds for Curing Concrete Standard Specification for Coal Fly Ash and Raw or Calcined Natural Pozzolan for Use as a Mineral Admixture in Portland Cement Concrete ASTM Cl077 Standard Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in Constmction and Criteria for Laboratory Evaluation ASTM Cll07 Standard Specification for Packaged Dry, Hydraulic-Cement Grout (Nonshrink) ASTM E96 Standard Test Methods for Water Vapor Transmission of Materials ASTM 1643 Standard Practice for Installation of Water Vapor Retarders Used in Contact with Earth or Granular Fill under Concrete Slabs ASTM El745 Standard Specification for Water Vapor Retarders Used in Contact with Soil or Granular Fill under Concrete Slabs 1.2.2 National Ready Mixed Concrete Association (NRMCA) Checklist for Ready Mixed Concrete Production Facilities 1.3 DEFINITIONS 1.3. I Buyer: The party who awards the contract. The buyer may be the owner or the owner's authorized agent. 1.3.2 Contractor: The party responsible for supplying the materials, equipment, tools, supervision, and labor for the installation of the concrete and embedded items in accordance with the contract documents. Unless otherwise noted, the term contractor shall apply also to the contractor's subcontractors and vendors. 1.3.3 Contract Documents: Any and all documents, including design drawings that the buyer has transmitted or otherwise communicated, and made a part of the legal contract agreement or purchase order between the buyer and the contractor. 1.3.4 Engineer: The buyer's authorized representative with overall authority and responsibility for the structural design. 1.3.5 Manufacturer: The party that produces and warrants the perfonnance of the product. 1.4 SUBMITTALS 1.4. I Provide one copy of each concrete mix design. 1.4.2 Provide one copy of manufacturer's product data for grout. 1.4.3 Provide one copy of concrete field test results, including slump, unit weight, temperature and air content. Inspection reports shall be sent directly to the Engineer from the field technician. 1.4.4 Provide one copy of concrete cylinder compressive strength test results. Test results shall be sent directly to the Engineer from the testing laboratory. 1.4.5 Provide one copy of certified material test reports for each reinforcing bar size and heat number. Page 3 1.4.6 When required by the Contract Documents, submit for approval, two copies of shop drawings showing fabrication dimensions and locations for placing of the reinforcing steel and accessories. After connnents are incmporated or resolved, submit two copies of final shop drawings. 1.5 QUALITY CONTROL 1.5.1 General 1.5.1.1 Concrete materials and operations will be tested and inspected as the work progresses. Failure to detect any defective work or material shall not in any way prevent later rejection if a defect is discovered or shall it obligate the Buyer or Engineer for final acceptance. 1.5.2 Testing Personnel 1.5.2.1 The Contractor shall be responsible for retaining a competent testing agency to perform concrete testing, unless notified otherwise in contract documents. The testing agency shall meet the requirements of ASTM C 1077. If the Buyer retains a testing agency, the Contractor shall provide any labor necessary to assist the buyer's agency in obtaining and handling samples. 1.5.2.1.1 1.5.2.1.2 Persmmel conducting field tests shall be qualified as ACI Concrete Field Testing Technician, Grade I, according to ACI CP-01, or equivalent. Personnel performing laboratory tests shall be ACI certified Concrete Strength Testing Technician and Laboratmy Testing Teclmician-Grade 1. 1.5.3 Concrete Tests 1.5.3.1 1.5.3.2 1.5.3.3 1.5.3.4 Testing of composite samples of fresh concrete obtained according to ASTM C 172 shall be performed according to the following requirements: Testing Frequency: 1.5.3.2.1 1.5.3.2.2 Slump 1.5.3.3.1 Air Content Obtain at least one composite sample for each 50 cu. yd. or fraction thereof of each concrete mixture placed each day. When frequency of testing will provide fewer than five compressive-strength tests (four cylinders for each test) for each concrete mixture, testing shall be conducted from at least five randomly selected batches or from each batch iffewer than five are used. Perform slump tests per ASTM C 143. Perform one test at point of placement for each composite sample, but not less than one test for each day's pour of each concrete mixture. Perform additional tests when concrete consistency appears to change. Page4 1.5.3.5 1.5.3.6 1.5.3.7 1.5.3.8 1.5.3.4.1 Determine air content per ASTM C 23 I, C 173, or C 138. Perfmm one test for each composite sample, but not less than one test for each day's pour of each concrete mixture. Concrete Temperature 1.5.3.5.1 Detennine concrete temperature per ASTM C I 064/C. Perfmm one test hourly when air temperature is 40 deg F and below and when 80 deg F and above, and one test for each composite sample. Compression Strength Tests 1.5.3.6.1 1.5.3.6.2 Concrete test specimens shall be obtained using the requirements of ASTM C 31. Cast four standard cylinder specimens for each composite sample. Compressive-Strength Tests 1.5.3.7.1 1.5.3.7.2 1.5.3.7.3 1.5.3.7.4 1.5.3.7.5 Concrete compressive strength shall be determined as required by ASTM C 39. Test one specimen at 7 days for information. Test two specimens at 28 days for acceptance in accordance with ASTM C39 and ACI 301. A compressive-strength test shall be the average compressive strength from a set of two specimens obtained from same composite sample and tested at age indicated. The remaining specimen will be used as a spare and will be tested as specified by the owner. Strength of each concrete mixture will be satisfactory if eve1y average of any three consecutive compressive- strength tests (average of two cylinders) equals or exceeds specified compressive strength and no compressive-strength test value falls below specified compressive strength by more than 500 psi. Additional Tests 1.5.3.8.1 1.5.3.8.2 Testing agency shall make additional tests of concrete when test results indicate that slump, air entrairunent, compressive strengths, or other requirements have not been met, as directed by Engineer. Testing agency may conduct tests to determine adequacy of concrete by cored cylinders complying with ASTM C 42/C 42M or by other methods as directed by Engineer. Additional testing and inspecting, at Contractor's expense, will be performed to detennine compliance of replaced or additional work with specified requirements. Page 5 1.5.4 Defective Concrete: Any concrete work that falls below the required minimum ultimate compressive strength, or is not formed as indicated, or not true to intended alignment, or is not plumb or level where so intended, or is not true to intended grades and levels, or that has voids or rock pockets that have been filled (unless under the direction of the Engineer), or has any sawdust or debris embedded in it, or does not fully confmm to the provisions of these specifications, will be deemed to be defective materials and faulty workmanship. If so directed by the Engineer, said work shall be removed from the job site and replaced with concrete complying with the requirements of these specifications. 2. MATERIALS 2.1 CONCRETE 2. Ll Cementitious Materials 2.1.Ll 2.l.L2 2. 1.2 Admixtures 2.1.2.1 2.1.2.2 2.1.2.3 2.1.3 Water 2.1.3.1 2. 1.4 Aggregates 2. 1.4. 1 2.1.4.2 2. 1.4.3 Portland cement shall conform to ASTM Cl50-Standard Specification for Portland Cement Type of cement shall be as designated on the drawings. Fly ash may be used in accordance with ACI 301 and shall conform to ASTM C618, Class F, unless otherwise specified on the design drawings. All admixtures) except air entrainn1ent, require the Engineer's authorization for use. Any admixtures used shall meet the requirements of the appropriate ASTM Specifications and ACI 318. Calcium chloride and admixtures containing soluble chlorides shall not be used. Mixing water and water used to make ice shall be potable or otherwise tested for suitability in accordance with ASTM C94. Aggregates for normal weight concrete shall conform to ASTM C33. Fine and coarse aggregates shall be regarded as separate ingredients. Each size of coarse aggregate, as well as the combination of sizes when two or more are used, shall conform to the appropriate grading requirements of the applicable ASTM specifications. Maximum size coarse aggregate shall be as indicated below: 2.1.4.3.1 Slabs and walls less than 8" thick: %" 2.1.4.3.2 Liquid Retaining Structures: %" 2.1.4.3.3 Underground Pipe or Electrical Encasements: V.t 2.1.4.3.4 Tremmie: %" Page 6 2.1.4.3.5 All other items: 1 \!,'' 2.2 REINFORCEMENT 2.2.1 Reinforcing bars shall be defonned billet steel and conform to ASTM A615, Grade 60, unless noted otherwise on the drawings. 2.2.2 Welded wire fabric shall be plain wire fabric and conform to ASTM Al85. 2.2.3 Joint dowel bars shall be plain steel bars and conform to ASTM A615, Grade 60, unless noted othetwise on the drawings. 2.3 VOID FORMS 2.3.1 Biodegradable paper surface, treated for moisture resistance, strncturally sufficient to support weight of plastic concrete and other superimposed loads. 2.4 PLASTIC VAPOR RETARDER 2.4.1 When specified on the drawings, the plastic vapor barrier shall conform to ASTM E1745, and shall not be less than.!O mils thick. The vapor retarder shall have a maximum permanence of less than 0.3 perms, as determined by ASTM E96. Include Manufacturer's recommended joint tape. 2.5 EXPANSION AND ISOLATION JOINT FILLER STRIPS 2.5.1 Strips shall be asphalt impregnated fiber conforming to ASTM Dl751. Removable joint caps shall be provided for filling with a joint sealer, as specified on the drawings. 2.6 CURING MATERIALS 2.6.1 Evaporation Retarder: Waterborne, monomolecular film fonning, manufactured for application to fresh concrete. 2.6.2 Absorptive Cover: AASHTO M 182, Class2, burlap cloth made from jute or kenaf, weighing approximately 9 oz./sq. yd. when dry 2.6.3 Moisture Retaining Cover: ASTM C 171, polyethylene film or white burlap- polyethylene sheet. 2.6.4 Water: Potable 2.6.5 Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C309, Type 1, Class B, dissipating 2.7 GROUT 2.7.1 Cementitious Grout 2.7.1.1 All cementitious grout materials shall be proportioned products, packaged according to ASTM Cll07, requiring only the addition of potable water and shall not contain metallic substances, aluminum powder, measurable amounts of water soluable chlorides~ or other substances which may be potentially harmful to concrete or steel reinforcement. Page 7 2.7.1.2 2.7.1.3 2.7.1.4 2.7.1.5 2.7.1.6 Compressive strength shall meet the requirements of ASTM Cll07 and shall not be less than the compressive strength of the foundation Grout shall be capable of being dry-packed, flowed, or pumped into place, with a minimum working time of 30 minutes at 90°F. Grout shall be installed per Manufacturer's instructions. No admixtures, unless specified in the contract documents, shall be added to the grout without the approval of the buyer and the manufacturer. Mixing water shall be potable and free of oils, acids, alkalines, organics, and other deleterious materials. 2.7.2 Epoxy Grout 2.7.2.1 2.7.2.2 2.7.2.3 2.7.2.4 2.7.2.5 2.7.2.6 2.7.2.7 3. EXECUTION 3.1 FORMWORK 3 .1.1 General 3.1.1.1 3.1.1.2 3.1.1.3 3.1.1.4 Epoxy grout shall be a Manufacturer's pre-packaged system. The grout minimum compressive strength shall be 12,000 psi at 7 days, per ASTM C579, Method B modified. The grout maximum linear shrinkage shall be 0.08 percent, per ASTM C531. The grout maximum coefficient of thermal expansion shall be 30 x 10·6 inch/inchlF, per ASTM C531. The grout maximum creep shall be 0.005 inch/inch, when tested at 70 °F and 140 'F with 400 psi applied vertical load, per ASTM 1181. The grout minimum bond strength to concrete shall be 2000 psi, per ASTMC882. Grout shall have a flowable consistency with a minimum working time of90 minutes at 60°F. The design and engineering of the formwork, as well as its construction and removal, shall be the responsibility of the Contractor. All formwork shall be designed and constructed in accordance with ACI 301. Formed concrete surfaces shall be constmcted to conform to the tolerances as listed in ACI 117, unless specified otherwise. F onned surfaces above grade shall be Class A, and formed surfaces below grade shall be Class D per ACI 347. Earth cuts used as forms for vertical concrete surfaces are prohibited unless approved by the Engineer. 3.1.2 Preparation of Formed Surfaces Page 8 3.1.2.1 3.1.2.2 All surfaces of forms and embedded materials shall be cleaned of any accumulated mortar or grout from previous concreting and all other foreign material before concrete is placed in them. Unless otherwise specified or approved otherwise, surfaces of forms shall be treated as follows: 3. 1.2.2.1 3.1.2.2.2 Before placing of either the reinforcing steel or the concrete, the surfaces of the forms shall be covered with a coating material that will effectively prevent absorption of moisture and prevent bond with the concrete and will not stain the concrete surfaces. A field applied form release agent or sealer, or a factory applied nonabsorptive liner, may be used. Excess form coating material shall not be allowed to stand in puddles in the forms nor shall such coating be allowed to come in contact with hardened concrete against which fresh concrete is to be place. 3 .1.3 Exposed Edges 3.1.3.1 Provide 3/4" chamfer on all vertical and horizontal edges located above grade, unless otherwise indicated on drawings. 3 .1.4 Removal ofF orms 3.1.4.1 3.1.4.2 3.2 REINFORCEMENT Non-load bearing forms, such as columns, walls, sides of beams and other vertical forms not supporting concrete weight, shall remain in place for at least 24 hours after pouring concrete. After this time, they may be removed as soon as the concrete has hardened sufficiently to resist damage during removal. Unless noted otherwise, load bearing forms and shoring, snch as for beams, slabs and other for1IlS and shoring supporting concrete weight, shall remain in place until the concrete has attained 70 percent of its specified 28-day compressive strength, but not less than seven days after the concrete was poured. The concrete compressive strength shall be determined by testing a field cured concrete cylinder or other Engineer approved method. Equipment may be erected after the concrete has attained 70 percent of its specified 28-day compressive strength, after reshoring the concrete and with the prior approval of the Engineer. 3 .2.1 Detailing and Fabrication 3.2.1.1 3.2.1.2 3.2.1.3 Reinforcement fabrication and placing drawings shall be prepared in accordance with ACI SP-66, when required per the Contract Documents. Fabrication drawings shall indicate the related PO munber, release number, and design drawing number. Reinforcement shall be tagged with weather resistant metal tags. Page 9 3.2.1.4 3.2.1.5 3 .2.2 Accessories 3.2.2.1 3.2.3 Placing 3.2.3.1 3.2.3.2 Each bundle of fabricated bar shall be tagged. Such tags shall indicate drawing number, mark number, bar quantity, and bar size. Each bm1dle of stock length straight bars shall be tagged to indicate bar quantity, bar size, and bar length. Metal accessories including spacers, chairs, bolsters, ties and other devices required for properly placing, spacing, supporting and fastening reinforcement in place, shall conform to ACI SP-66. Welding of crossing bars is not permitted. All reinforcement and accessories shall be free of loose rust, scale, grease, mud and other unspecified coatings or foreign substances which would reduce the bonding qualities. Reinforcing bars shall be properly supported on chairs, etc., at frequent intervals. Reinforcement shall be placed and secured against displacement within the tolerances in ACI 117. 3.3 EMBEDDED ITEMS 3.3.1 Place and secure anchorage devices and other embedded items that are supported by cast-in-place concrete. Welding of these items to the reinforcing bars is not permitted. 3.3.2 Anchor bolt threads shall be protected against damage and kept free of concrete. 3.3.3 Anchor bolt sleeves shall be capped or plugged to keep out water, concrete and debris. 3.3 .4 Embedments shall be installed to the following tolerances: 3.3.4.1 Anchor bolt projection: + 114 inch,-Y. inch 3.3.4.2 Center to center of any two anchor bolts in a group: + 1/8 inch, -1/8 inch, where a bolt group is defined as the set of anchor bolts for a single fabricated steel shipping piece, or a single piece of equipment or skid. 3.3.4.3 Center to center between bolt groups: + •;; inch,-•;; inch 3.3.4.4 Anchor bolt plumbness: 1/8 inch in 3 feet 3.3.4.5 Plate inserts: + 1,4 inch,-Y.t inch, each horizontal and vertical 3.4 VAPORRETARDERS 3.4.1 When specified on the drawings, vapor retarders shall be installed. Place, protect, and repair vapor retarders according to ASTM El643, and the Manufacturer's written instructions. 3.4.2 Lap joints 6" and seal with Manufacturer's recommended tape. 3.5 PROPORTIONING CONCRETE Page 10 3.5 .I General 3.5.1.1 3.5.1.2 3.5.1.3 3.5.2 Strength 3.5.2.1 3.5.3 Slnmp 3.5.3.1 Concrete for all parts of the work shall be of the specified quality capable of being placed without excessive segregation and, when hardened, of developing the characteristics required by this specification and the drawings. Unless prior approval is given, concrete proportions shall be determined on the basis of previous field experience, or laboratory trial batches as specified in ACI 30 !-Specification for Structural Concrete. Concrete proportions shall be established for the type of structure and placement conditions to provide the minimum required strengths, proper consistency, workability and durability without excessive segregation, bleeding or other defect. The specified compressive strength of the concrete, fc, for each portion of the structure shall be as designated on the drawings. Strength requirements shall be based on 28-day compressive strength. Unless otherwise noted on the drawings or approved by the Engineer, the concrete shall be proportioned and produced to have a slump of 4 inches or less. 3.5 .4 Admixtures 3.5.4.1 3.5.4.2 All admixtures shall he used in accordance with the manufacturer's instructions. Provide 5 to 7% air entrainment by volume for all concrete work exposed to freezing and thawing. 3.5.5 Water/Cement Ratio 3.5.5.1 The maximum water-cementitious materials ratio shall be 0.4 for liquid retaining (hydraulic) structures and 0.5 for all other concrete, unless other specified in the contract documents. 3.5.6 Underground Electrical Ducts 3.5.6.1 Concrete envelopes for underground electrical ducts and covers slabs for direct-buried cables shall be colored red by adding 15 pounds of red oxide powder per cubic yard of concrete. 3.6 MIXING OF CONCRETE 3.6.1 All concrete shall be mixed until there is a uniform distribution of materials and shall be discharged completely before mixer is recharged. 3.6.2 Ready-mixed concrete shall be mixed requirements set forth in ASTM C94. requirements of ACI 318. Page 11 and delivered in accordance with Job mixed concrete confmm to the 3.6.3 The ready mix plant equipment and facilities shall conform to the "Certification of Ready-Mixed Concrete Production Facilities (Checklist with Instructions)" of the National Ready-Mixed Concrete Association. 3.7 PLACING CONCRETE 3.7.1 Concrete placing shall be done with a workable, non-segregating mixture, and consolidated in such a manner as to produce a dense, smooth job, free from rock pockets and voids. 3.7.2 Concrete shall be deposited as nearly as practicable in its final position as to avoid segregation. Concrete shall not be subject to any procedure which will cause segregation. No concrete that has partially hardened or been contaminated by foreign materials shall be deposited on the site, nor shall retempered concrete be used. 3.7.3 Concrete shall not be placed under water. Should water accumulate in any place where concrete is to be poured, the Contractor shall provide and operate sufficient pumps and do whatever else is necessary to remove the water in an approved mam1er. Water (other than that used for curing) shall be prevented from coming into contact with concrete while it is setting. 3.7.4 Pumping or pneumatic conveying equipment, if used, shall be of suitable kind with adequate pumping capacity. Pneumatic placement shall be controlled so that segregation is not apparent in the discharged concrete. The loss of slump in pumping or pneumatic conveying equipment shall not exceed 2 inches. Concrete shall not be conveyed through pipe made of aluminum or aluminmn alloy. 3.7.5 Cold Weather Concreting 3.7.5.1 When the temperature at the project site meets the criteria of ACI 306R, the requirements of ACI 306.1 shall apply. 3.7.6 Hot Weather Concreting 3.7.6.1 Placement of concrete in hot weather shall adhere to the recommendations of ACI 305R. 3.8 FINISHING CONCRETE 3.8.1 Formed Surfaces 3.8. J.1 3.8.1.2 For formed concrete above grade level, provide a "smooth fonn finish" per the requirements of ACI 30 I. For formed concrete below grade level, provide a minimum of a "rough form finish" per the requirements of ACI 30 I. 3.8.2 Unformed Surfaces 3.8.2.1 3.8.2.2 3.8.2.3 Equipment bases shall be finished with a floated finish. Stairs, steps, ramps, and walks shall be finished with a broom finish. Interior floor slabs shall be finished with a trowel finish that will meet the conventional flat tolerance requirements of ACI 117. Page 12 3.8.2.4 Roads, area paving, and exterior slabs shall be finished with a broom or belt finish that will meet the conventional straightedged tolerance requirements of ACJ 117. 3.9 CURING AND PROTECTION OF CONCRETE 3.9.1 Cure concrete surfaces for a minimum of seven days after placing, for nonnal- strength concrete, or three days after placing, for high-early-strength concrete. 3.9.2 Concrete shall be cured and protected by any of the methods in ACI 301, Section 5.3.6, and in accordance with the reconnnendations of ACI 308.1. 3.9.3 Curing compounds shall not be used on surfaces to receive bonded treatments, tiles, paint, or other adhered finishes, epoxy coatings, or additional concrete, unless specified in the Contract Documents. 3. 9.4 During the cming period, the concrete shall be protected from being damaged by mechanical disturbances such as load stresses, heavy shock and excessive vibration. All finished concrete surfaces shall be protected from damage by construction equipment, materials, application of curing procedures, or by rain or running water. Self-supporting structmes shall not be loaded in such a way as to overstress the concrete. 3.10 REPAIROFSURFACE DEFECTS 3.10.1 Tie holes, honeycombs, and other concrete smface defects shall be repaired as soon as practicable after form removal at such times and in such mam1er that shall not delay, interfere with, or impair the proper curing of the fresh concrete, unless otherwise specified or pennitted by the Engineer. The engineer shall be notified before proceeding with the repair if the defect is greater than 3 inches deep and if the defect is larger than 150 square inches in surface area, or if the depth is over Yo the thickness of the member and greater than 6 inches in any other direction. 3.10 .2 Prepackaged grouts and patching compounds or a patching mortar similar to the concrete mix without coarse aggregate may be used with approval of the Engineer. 3.11 JOINTS 3 .11.1 All joints shall be located and constructed in accordance with the design drawings. Any variation from the location shown shall be approved by the Engineer. 3.11.2 Additional construction joints to those shown on the drawings shall be approved by the Engineer. 3.11.3 Saw-cut control joints shall be completed as soon as the concrete has hardened enough to keep the aggregate from being dislodged by the saw, typically not more than 12 hours after placing concrete. 3.12 GROUTING 3.12.1 General 3.12.1.1 All grout required on the drawings will be a cementitious grout, unless specified as an epoxy grout. 3.12.1.2 Grout shall be installed per Manufacturer's instructions. Page 13 3.12.1.3 Shims that are to remain in place after gront hardening shall have a minimum distance from the edge of the finished grout equal to the thickness of the grout. 3.12.1.4 Concrete surfaces to receive grout shall have been roughened by mechanical means, clean and free of ice, frost, laitance, grease, oil, dirt, curing compounds, or foreign matter that may affect the bond or performance of the grout. 3.12.1.5 At the time of the installation, the areas of the steel plate, stmctural member, or equipment in contact with the grout shall be free from ms~ oil, grease, or other contaminates that may affect the bond or performance of the grout. 3.12.1.6 Do not butt forms against a base plate or equipment base. Allow a minimum of 1 inch and a maximum of 3 inch space all around. Position the top of the forms a minimum of 1 inch above the bottom of the adjacent base plate. Provide forms with a chamfer strip where a chamfer edge is required. 3.12.2 Cementitious Grout 3.12.2.1 Concrete surfaces on which cementitious grout is to be placed shall be thoroughly soaked (ponded) with water for 24 hours. Remove water including standing water from anchor holt sleeves, just prior to grouting, leaving only a damp film. 3.12.2.2 Cementitious grout may be dry packed, flowed, or pumped into place. 3.12.2.3 Cementitious grout shall be cut back to the lower edge of the base plate, after it has reached its initial set. The cutback shall be at a 4 5° angle, unless otherwise indicated on the drawings 3.12.3 Epoxy Grout 3.12.3.1 Concrete surfaces in contact with the epoxy grout shall be dry at time of placement. Page 14 Jun. 18. 2007 9:48AM PETROLEUM DEVELOPMENT No. 3429 FAX To: Kathy Fox: (970) 384-3470 Phone: PETROLEUM DEVELOPMENT CORPORATION 120 N. Roilrood AVenue, Suite D PO Box238 Parachute, co 81635-0234 [970]-285-9606 Fox: [970]-285-9619 From; Lynda Pages; 31 [includes cover) (970) 945-8212 Date: ~----~~--------------~ Moy 22,2007 Re: Information Reqvested cc: P. I '"\ .._·0/! ·---------J.-· i!vi(~~Y This fax transmission may contain information that Is proprietary, privilege and/or oonffdentlal and is intended exclusively for the person(s) to whom it is addressed. Any use, copying, retention, or disclosures by any person other than the intended recipient or their designee is strict~ prohibited. If you are not the intended recipient or their designee, please notify the sender immediately by return fax [970[-285-9619 and delete all copies. Jun. 18. 2007 9:48AM PETROLEUM DEVELOPMENT ... No. 3429 P. 2 Jun. 18. 2007 9:49AM PETROLEUM DEVELOPMENT No. 3429 P. 3 ~ ~~J 111!1 ···:;t~· .<~{~Jli~~ ,,. Jun. 18. 2007 9:49AM PETROLEUM DEVELOPMENT No. 3429 P 4 I I I Jun. 18. 2007 9:50AM PETROLEUM DEVELOPMENT '"""'!' No. 3429 P. 5 ' ·, ' . · I· ~ .~·1 ' .. Jun. 18. 2007 9:51AM PETROLEUM DEVELOPMENT No. 3429 P 6 •• ' > I Jun. 18. 2007 9:52AM PETROLEUM DEVELOPMENt, No. 3429 P. 7 ' ' I I I Jun. 18. 2007 9:53AM PETROLEUM DEVELOPMENT No. 3429 P 8 I i'' I Jun. 18. 2007 9:54AM PETROLEUM DEVELOPMENT No. 3429 P. 9 ' - I I Jun. 18. 2007 9:55AM PETROLEUM DEVELOPMENT No. 3429 P. 10 Jun. 18. 2007 9:56AM PETROLEUM DEVELOPMENT No. 3429 P. 11 Jun. 18. 2007 9:58AM PETROLEUM DEVELOPMENT No. 3429 P. 12 Jun. 18. 2007 9:59AM PETROLEUM DEVELOPMENT No. 3429 P. 13 l' :· " :',w·•.' ··' ,: Jun. 18. 2001 !O:OOAM . PETROLEUM DEVELOPMENT No. 3429 P. 14 Jun. 1~8. 2~~i\~,0:01AM lrt·'~' ~ ·r ~. ,'. ' , . . . . PETROLEUM DEVELOPMENT No. 3429 \· . ·.• .. , . . . . . ''.i i I"' '. r., Recorded at 10:24 ~.M. Reception No. 235128 June 22, 1966 _., ... · Chas.S.Keegan,RecCl:'dor, ; 7693 ·· Sook J77· SPECIAJ. WAI;'\RANTX DEEP Page lll TH!S DEED, Made this • d :1. day of _.: .fc# ; b 1966, between UNION OIL COMPANY OF CA1I~ORN1A, a corporation· duly opgani<ed and ex~sting under and by virtue of the laws or the State of California, Pa~ty of the First Fart, and EATON SHALE COJ'Ill>ANY '· a corporation duly ·organized and existing under and by virtue ot the laws of the State of Colorado, Party of tM Second Part: WITN!lSSET!l, That .the' said Part~ of the First Part, ro~ and in consideration of tne aum of TEN AND MORE DOLLARS to . the Party of the First Part in )land paid oy' the Farty of the Second Part, the receipt whereof is hereby confessed and aa-. ·knowledged, M.s .. granted, bargained, sold and conveyed and b¥ these presen~s aoes, g~ant~ bar~ain) sell, convey and confirm unto the eaid Farty of'the second Part, 1ts suooessora and as- signs forever, tho' fol).owing desoiibed lots or. par.cela . of land situated, lyi~g and being in the County of Garfieid,.State of Colorado, to wit: South One Half of ~ederal No. 29. Placer Mining Olaim, embracing the South One- half of the Northeast' One-quartei:> (81/2 . NE-l/4) or Sect~on Twenty nine (29), con- t~d.nitls 80 .acres, more: ot~ less; TM North l98.feet of tile Virgir.ia No, 5 Placer 'Mining Claim, beirg the North 198 feet of tho South One-half North One- haU (S-l/211-l/2). of Section Thirty th!'ee (33), containing 24. acres, move or less; ' ' ' . The West 32 rods of Federal' No. 36 Placer Mining Claim being the West 32 rods of . tne NorthwesE one-quarter of the Northwest One-quarter ot Section Thirty three (33), containing 16 acres, more or less; · Consolidated No, 12 Place'" Mining Claim, · comprising the South One-half of the Southeast one-quarter (S-l/2SE-l/q) of Section Thirty four ( 34) and .·the south One-half of the Southwest One-quarter (S-l/2SW-l/4) of Section Thirty five (35); P. 15 Jun. 18. 2007 10:02AM '' ·-:'. -.·· .. ·' ... ... PETROLEUM DEVELOPMENT No. 3429 Bnok ; 77 Page 112 Oonaolidated No. 13. Placer. Mining Cla;lm, compr1a1ng the North one-half of the Southeast one-quarter (N-1/2SE-l/4) of Section Thirty four (34) and the North One-half of the Southwest One-quarter (3-l/2SW-l/4)·or Section Thirty five (35); . N 'r.;dw '/"!' . . Bituminite No. 15 Placer Mining Claim, being the Northeast One-quarter of the Southeast One-quarter (NE-1/4SE-1/4) of Section Tnirty tive (35) and the North One-half of the Southwest One-quarter (N-l/2SW-1/4) ot Section Thirty silt (36); That 'p<lrt of Bituminite N'o. 16 Placov Mining Claim conatitu~ing the Northwest . One-quarta~ ot the Southeast One-qu~ter (NW-l/4SE-l/~) of Section Thirty. five (35); . Containing 480 acres, more or less; All beipg in Township Five (5) South, Range Ninety Six (96) West of the Sixth ( 6tn) Principal Me.ridian. Consolidated No. 3 Claim, comprising the South One-half of the Northwest One- quarter (S-1/2NW-l/4), the Southwest One- ~uart~r of the Northeast One-quarter (SW-l/4NE-1/4) and Lot Two (2) of Sec'tion Seven (7); Consolidated No. 4 Claim, compvisin~ the North One-halt ot.the Northwest One-quarter. (N-l/2NV/-l/4), the Northwest One~quarter of . the Northeast One-quarte,. (NW-l/4NE-l/4). ano Lot One (1) of Section Beven (7); Consolidated No. 5 Claim, comprising the South One-half of'the Southwest One-quarter (S-1/2SW-l/4), the Southwest One-quarter or the Southeast One-quarter (SW-l/~SE-l/4) and Lot Eighteen (18) of Section Sil< (6); Consolidated No. 6 Claim, oompris;Lng tho North . One-half of the southwest One-qua~ter (N-1/2 · SV/-l/4), Northwest one-quarter of the South" . east One-quarter (NW-l/4SE-1/4) and Lot · Seventeen (17) of Section Six (6); consolidated No. 'I Cl<1im, oompriairig Lots Thirteen (13), li'ourteen (14)., Fifteen (15) and Sixteen (16) ot Section S:l.x (6); Consolidated No, B Olaim, comprising Lots ·Nine (9), Ten (10)., Eleven (ll) and Twelve ( l2 ). of Section S1x ( 6); . ' P. 16 Jun. 18. 2007 !0:02AM '. PETROLEUM DEVELOPMENT No. 3429 a·ook 377 Pa;;e u; Consolidated No. 9' Claim, comprising Lots Five .(5.), Six (6), Seven (7.) and Eign~ (8) of Section Six (6); Consolidated No. 10 Claim, oomprisirg Lots Three (3), l'aur (4), Five (5.), Thirteen (13) ana Fourteen (14) of Section Eight (B); . Containing 1307.56 acres, mol'e ai' less; Lot Seven (7) of section Eight (8), oon- taini~g 42df2 aores 1 more o:r;> les's; Lots One (l) and Ei~ht (8), also known as the ~a$t One-half Qr the Northeast One- ((Uarter (E-l/2NE-J./4) Of Section E1e:ht (8), . containing 85.119 acres, more or leas; All being in Township Six (6) South, Range Ninety Six (96) West of the Sixth (6th). ?rinaipal Meridian. All that part of Lots One (J.), Five .(5) and Eieven (J.J.), and all that part of the South One-halt llol:'th>lest One-quarter (S-l/2NW-l/4) , and the Northwest One-quartel:' Southwest One- quarter (NW-l/4SW-J./4) of Section Four (4), Township Six (6) South, 1l.at1ge Ninety Six (96) West of the Sixth (6th) Principal Mel:'idian, Garfield County, Colorado, J.yi~g We•terly ot tha center of Farachute Creek~ as now located; and Easterly of the Westerly line of said Section Four (4), more rully desor1bed'as follows; ~eginning at a point in the center of Pal:'aall.ute ·creek, said point being on the North 'line of aaid Section Fouv· ( 4.), whence the P. C. Quarter Corner of the North line of said Section Four (4) bears East Five Hundred Seven and No One-l!undredths ( 507.00 ). reet; thence along the center o:l'.said creek South Seventy Dei;l'ees !'ifty seven Minutes West (S, 70° 57'' w.) Thr••·Hundred Thirty and Twenty Hundredths (330.20) feet; thence South Eight Degrees Thil:'ty six Minutes Weat (3 .. os•· 36' •i.) Thl'ee llundved Thirty two and Seventy One HundredthS (332.71) feet; thence South Twenty one Degl:'eea Sevent.een Minutes West (S, 2l0 17' W.) Seven Hundred Eighteen and 'fen Hundredths ( 718.10 ). feet; thence South Forty Degrees T!lenty nine Minutes· West (S, ~o•. 29' W.)' Seven Hundred FJ.tty tour and Ninet'y four Hundredtha (754.94) f~et; thence South Th1rty four Degrees 'Twenty. one Minutes East (8. 34° 21.' E,) ~wo Hundred N~nety Two and Thirty. Hun4x-edths (292.30) hot) thence south Thi~tean Degrees Fifty Nine Minutes East (8, 13". 59' E.) Three Hundred Eighty sixmd · Seventy Hundredths (386. 70): feet; thence South Thvoe Degrees Eighteen MinUtes vlest (S, 03.0 18' w,) Three Hundred ~our and Eight Hundredths .. P. 17 Jun. 18. 2007 10:02AM ' ' ~I PETROLEUM DEVELOPMENT '' ~ook )77 Page 114 ( 3o4, o8.) feet;. thence 'South Twenty. three Degrees .Ten M~n1.1tn. VIes'> .(S. 23' 10 '. W.) Four l!unareO. ·Twenty thr.ee and Ten Hundredths ( 423.10 ), tee't; thence South Seventy tour · Dee;rees One l!~nute West· (S. · 74° 01 • W.) 'Five ltundre<l Fifty rour and Twenty eight . Hundredths (554.28) feet; toence South Seventeen Degrees· Four Minutes West (S." 17' 04' W.)' Six Hundred Sixty nine and Ten , !!un<:lredtha ( 669.10) feet; thence south Eighteen Degrees Twenty four Minutes West (S. 18° 24.• W.) Two Hundred l'Hty seven and Sil<ty Hundredths ( 25.7. 60 ). teet; thence South ~wo Degrees One Minuto West (S. 02° Ol 1 W.) Si~ kundreo ~hirty tour and Thirty. Hundredtns (634.30) feet; thenc• South ~enty seven Degrees Eight Minutes West (S.. 27° 08.' W.) Five Hundred Eighty One and TY~e~ty Hundredths (58l.20) feet·;. thence South ~en Degrees Thirty one Minutes East (S; 10°. 31' E.) ~hree Hundred Thirty. eight and !Unety llundx-edtbs (336. 90) . feet; thence North Eighty five De~x-ees Fifty. seven Minutes ~hfrty Seconds East (N. 85°. 57' 30u E,) Two. l!Undred' Seven and Eleven Hundredths (20.7 .• 11)· .teet;. thence south Eleven Degrees Eighte·en ·Minutes Eaet (8,. 11' 18' E.) Four Hundred Nine and Ei~hty l\Undredths ·( 4.09 .• 80 ). feet; . l:henoe North 'Eighty three Degrees Thirty . ~l.ght' Minutes East .(N .. 83" 38• E.) Two Hundred Eighty. tlll'ae and Sixty two !!un.dredtns ( 283, 62). feet;. thence South Nino .Pogrees' Fifty· Mght Minutes East .(3 .• 09.0 58 • E.) . Three. Rundre'ct l!'1tty six 'and Ten Hundredths · (.3.56 .10), feet'; thence South .Th:irty six D,egrees :i:llirty. three Minutes West (S.. 36° . . 33' W,) 'Jewo' HunO.:red Eighty, nve. and 'Jeh;Lrty, llundredths (285. 30). feet .. to a point on tn·e . South line 'of said SecHon Four ( 4); thence West Nine llundred· F:l.tty. Eight and No One- . Hundredths (.958.00} feet along the South line ·or so.id Seo·tion Foul:' ( 4.). to the South-' wes·~ .corner of said Section Four (4 .. ) i· th•nce · . North Five Degrees Zero rttinutes' Eas~ (N .. 05.•. 00.', E.). ~~to Thousand Eight Hundred Thirty . . eight and No OM-llundreoths (2.a38. oo.). teet along the Westerly line of said Section Four · · '( 4.).· to the' West Quarter Corner ot said Sec- . tiQh Four ( ~); thence North .Three Thouoand Six l!\>ndred Eighteen and .seventy. eight Hund- redths (3.618.16) feet. a1on~;~ .the Westerly line 'or said Section Four' ( 4.). to th~i North.: west corner or said Section Fom• ( ~.).; the'nce East Two .Thousan~ Thl:'ee: l!undl."ed Twenty. rour · and Forty li~ndredthe .(:?.;\24 .. 40 ). feet. aJ.onil . the' North Hne ·or said Section Four (4.): to · a pQint in th.e 'cent:e~. cf said ·c;r>eek,. ,the· · point or begln~ing. EXCEPTING .therefrom .that certa~n pot>tion . :thereo'f .. containing 4· .. 25. acres; more m• .le·ss; which was p·art:t.oiuarly: described ·~n .the .deed . from M. E, Granle'e to "District· No .. 7 in No. 3429 · P. 18 . ,. . ~ . ' Jun. 18. 2007 10:03AM ' I ,. i\ •.·, ' .. PETROLEUM DEVELOPMENT No. 3429. P. 19 '.' B'ook 377 Page ll5 Ga>'tield County", dated May 20 1903, re- corded July 26, 1915 ~n Book 160, Page 61, of .the records or the Clerk and Recorder of Gart~eld County, Colorado, as follows: "Starting at the north west corner of the south >lest <J.Uarter of Section q, '!'.6 Range 96 vleot (~h:l.s corner ia looate<i on tile south side of a gulch) running down the gulch south of East· 582 ft .. to the creek from tnenoe down the creel< west of south 207 ft. from thence west 336 ft. from thence north 363 ft. containing about four and one q_uarte:r a.or-e·a.. 11 · The above described paroe~ of land oontain- irig 156.06 acres~ mo~e o~ less, arter said . eitcept~on. All that part of the South Onechalf Southea3t One-quart·er of Sect1011 Thirty six, Township Five South, Range Ninety six West of the Sixth Principal Meridian (S-l/23E-l/4, Seo. 36, T • . 5 S., R. 96 W., 6th P.M.), Garfield County, Colorado; lying \1este:rly of the center of . " Parachute Creek, as now located, and tast of the North-South center lin• of said Section· Thitty a1x (36), more fully described aa follOW$! Be~inning at a point in the center of . Parachute Creek, said point being on the South line ot said Section !rhirty six (-36), whence the P. 0. Oorner on the South line of . said Section Thirty six (36), oeing also the North Quarter Corner of Saction·Four (4), To~m­ ship Six (6) south, Range Ninety six (·96) West of tne Sixtb'(6th) Prlnoipal Meridian, bears ·Ea•t Five Hundred Seven .. and No One-Hundr~dths (507 .00). feet; thence West One .Thousand Six Hundred Eight and Ninety six Hundredths (1608.96).' feet alonij: the South line of said Section Thirty six (36) to tho South Quarter corner of aaid Section Thirty six (36); thence North Nine Hundred Forty Nine and Ninety nine HUndredths ( 9.49. 9~ ). feet along the North-South cen~ex' line of said Section Thirty six (36); . thence East Two Thousand One Hundred Thirty . th~ee and Sixteen Hundredths (2~33.l6) f~et to a point in the .centel' ot ~ai<\ creek; thence · South Eight Degrees Fifty five Minutes West . (S. 08° 55' W.) One Hundred Ninety and Three Hun~redths (190.03). teet along the center of sa1d creek;. then be South Seventeen Degrees E~ght Minutes West (s. 17° oB• ·w.) Four Hun- . dreO. and No One-Hundredths ( ~00 .00) feet along . the centel.' or said crook; thence South Thirty five D~~rees Fifteen Minutes West (3. 35° 15' vi.) On» llundred Sixty s.even ahd Fifty Hundredths (J.67 ;50) .. feet· along the centeX' of said creek; thence South Nineeeen· Degrees Forty. tour Minutes West (S. l9°· 44•. W.) One Hundred N~nety one and Forty. Hundi"edtils (~91.4a). f'eet along tne center of said creek; thence Soutn Seventy. three Degree• Forty. four Minutes Wast (S. 73° ·44 1 W,) Two' · -5- Jun. 18. 2007 10:03AM PETROLEUM DEVELOPMENT No. 3429 ' ..,~· '. .- ' '·· .... ''t' .. ' . aook 377 Hundred Twenty f~ve and No One-Hundredths ( 225. 00.). feet alo!'g the O<>nte» ot' said creek to a point on the South line o.f . said SecHon Thi.rty six (36), the ·point · of beginnirg. The ~bove ·described parcel of land contains ~3.32 acres>· Jrto:t"e.·o:r less .. Containing in all, 2235-97 acres, more or less. All su'bj. eat. to any and all restrictions J" excep- tions and reservations contained 1n the United States patents to the· above described. lanO.s ~ and an-y existi!lg. publio. roade, and subject to the easements. granted to Public Sel."vioe Co. of Colorado oy the instrument recorded as Document No. l9l764 in Book 288 at Pa~e 45 ,' and to tho aoard of County Cornml,ssl,onero of Garfield County, Colorado, by. the· instrument reo'orded as Document No. 197235 in Book 298·at Page 425, of the Reoordo ot tho Clerk and' Recorder of Garfield. Countl', Colol'a<:lo. Ex'cepting therefrom &J:ld reserving to Party. of the Firat. Part a.ll water rights of any kind or> oharaotel' not ap- purtenant to the lands al:>o.ve des·oribed, and as to those watel' . rights which are appurtenant to sa;ld lands' only all such as are adjudicated 1n absolute or conditional .. deorees al'e hel'eby exoepted and. reeet''{ed, together with such ditch rights and easements as are or may be necessary for th• efteot:!..V$ use of such >Tater l:';Lghts SJnct also together· w1 th the r~ght to ti'lillsfer such water right's. to othet' lands and uses; .but .oonveyi!'g heJ:'eby any and all wells ,and springs located on said lands . and any and an unadjudioated wate~ r;tghts appurtenant to a aid· landa or any part thereof) t?gether r11 th any and all ditch r;tghts use<l: in connection with the enjoyment ·of sa~d wells, springs, and unadjudicated water rights. Also reaerving·to Party of the Fii'at Part with the same effect as 1f, granted, bapga.l.Md, solo, .conveyed and confirmed to it oy hrty of the Second Part, as to all' lands -6- P. 2 0 Jun. 18. 2007 10:03AM PETROLEUM DEVELOPMENT No. 3429 ... ' Book )77 Page 117' . whe're the oil and. gas shall not have been ~x.cepted.. from the patent; an aU and, gas royalty. in value measured by ani equal , ·to two and one half percent (2.-.l/2~) of. the market value at aU oil and. gas that may be produced thro:;tgh conventional oU well 'drHl:l.ng methods and_ saved and sold from all.forma- tions below the base ·or. the Green' River Formation of ·Eocene !lge underlying al): tne' said above .described lands .. Said royalty s.hall' bo free ·and clear of all ·costs of mining, drilU!!g; produoir~> and saving said· o:i.l and, gao,: but snall be subj eat ·to the. proportionate bu~den or taxes 'levied upot\. the-s~?v~ran~e')·· production or sale ·or said oil ·and. gas. Said royalty shall be paid monthly, but shall not be based upon any aueh oil Ot'_ gas use<i for dx<llllpg or ope,.ation J?UJ:'posos or unavoidably lost. This l:'ese:rvation is s~Abj'ect to. the !ollowi)'lg d;,stinot ·and express understandi!'!: and !'sreement,. namely, tnat it does not inollide oil shale or o;Ll,. gas or othe)' m:l.nel:'als ·or derivatives sedured thl!ough oil shale operations from any :ro,mation and is Umited to on ·or. gas seoured thro~gh 'conventional oil we11. drilli~g operations. It is further di$tl.netly understood and agreed that said royalt¥ shall attach only .to oil and gas that may be .a.ctMlly. produced from any formation bel'ow .the Green River Formation of EMene Jlge 'and that .the're shall be no obligation upon the Party ' . . . of the Second Pat-t;. its. s.uooeeeors or assigns, at any time or for any l'eaaon, .to. ·ar.ill for oil or. gas at any. t:l.me or in any particular plaee or at all, and that said royalty. shall be payable ·and continue only it Party or the Second Part, :l.ts sue- , ce .. ol's ·and assigns; shall ;.n its. ·or thei'r sole· discl'et1on drill · fol' oil or, gas on said land b_Y itsel'f or. thtoug!' 'lessees .'through convent1onal o:U .wen ·dJ:>ilJ::I.ng inethoos antl secure p:r.odUOti·on . .fr,om anr ,fc:i;r>:rnation .bel'o'to1 .. :t~e· .base. 'of the' Qvee·ri River. Formation o:t Eocene As• ·a;, a l'esult' :thoreor. -7- P. 21 Jun. 18. 2007 10:03AM PETROLEUM DEVELOPMENT No. 3429 .. ' { .. '' ., . : ': .. , . ;· . -' ' ·~-.. llook 377 !'age 11$ Together wi.th all rights ot way and eontraotual r~ghts. owned by Party. of .. the First l!·art relatir>S: to. the loca- tion and acqui$ition of right·s. or way or easements appurtenant to any pol'tions of the ne·reinaoove aes·c~ioed land. Together with all ahd singular the ·hereditaments and awurtenances thereunto belonging, or in anyw~se appertain~ i!Jgl and the reversion and reve.rs:ton;s, renia.inder: and remainde.t's 1 rents, issues·. and pl:'cfHs thereof; and all the estate, right," title) inte:refJt ,. olaim ·and demand· whatzoe:vei' o£ the said Party of the First Part, either in law or ~quity, of, i.n·and to the above bargained premises, wl..th the hereditaments. and appurte- nances; TOW.VE AllD TO l!OLlJ the said ·promises a~o.ve. bargained and described, with tne appurtenances; unto EATON SHALE COMPANY, the ·said Party of the Second Part, it.e successors and aasigns f'oreve~. And tne a"'id Pa>:>ty. of t!re First Part,, foX" itself and its. suo<;leasors and ass~gns] does' oovenant, gre..nt,. oapgain. and agree to and with the ·sai.d l'a~ty of the Second Part, its suc.cessol\s and ass~gns, the above. bar€:ained premises in the quiet and· peaceable ·possession of thO 'said Party. of. the Second Part~ .. it~· successors ·and a.ss~gns> ~gainst all" -and every pel?son o~ :pal:'sons lawfully cla:iming ·or to claim the ·whole or any pa1•t . thereof, by, through Oi' under. tM said Party or .tne" First Part, to WARRANT AND FOREVER DEFEND, elicept_f>eneJ:>al taxes for the year> 1966 and thereafteli, subj.sct to. tM inclusion of' said land ln tlle Orand River. Hospital Dist~iet, .tne B1ue$tone Watex: Conser• . vs.ncy District, the Gra~d Valle;• !lire ·rrotec"tion Districi and the Bool< ... Oliff SoH Conse:t'vation District. EXECUTED by .the Party of the"'First Part. the day .and ye~r first hel:'oinabove written by its. duly authOrized .. ,, seal ·aff':l.xed • • UNION OIL COMPANY pF CALIFORNIA ? .//:~~~ 'By:/£: ::·,y·i ··,:. -tu!· /Ct···}J~"? .-/ · V1 ce Presi e>rtt -8- P. 22 Jun. 18. 2007 10:04AM PETROLEUM DEVELOPMENT ' '' : ........ S~ATE OF CALIFORNIA' COUNTY .OF Los Angeles .. . ) · ) sa. ) -. &>o~ )77 Page 119 No. 3429 The roregoing Special Warranty Deed was. acknowledged ;" 0 l>eto~e me this /:1,-day of · rJ,.~·'-L.?.; ' 1966, by I) Cl'•·'••'< n•'''•• ,. t•a·. · · l/,~.,; · ------~~ .. ~~··~'~"~·~"~"~'"~'--------------~~ ~v~~ Pro&ident, and _______ ·W_'·_·I_1·_0_•_h_·n_• ___________ "----·; the ---'--· ;::.4.::$•:::;.::.•t::::•:::nt:..· ___ Secretary of UNION OIL COMFAN:C .OF CALIFORNIA, a eorporatton duly oz.ganized and eJOJ.sUrg undo~ and by virtue of . the laws of the State of CaUfom1a. Witness my hand and official seal. · My Commission expires ___ s:.._a-'-pt __ ,_2::.2:.:.·_·1_9_67_. ---------'-- (SEAL) -9-. P. 23 ... ),,!:.,-.:~ ,.,~ ...... . I ,• • CERTIFIUATE· .9, NATALIE MEYER , !JleMefally ofil'tale ojl!t.e 8'tale ~~ ~~. ~ ' '?5o1Mado heuly cotli/y /Ita( aoootdlng to tho rocotda of thi• offic<, " a CQrHflcntll O[ tterger dated Apd1 2ft, 1986 YM iAstJ(ld upon the merger nf ~ 2 , , . P.ATON ~lih!.E COH~ANY w c (Color.ado Cor~o~ation) .., 0 ~ 'it §§ "' "' lNTO CHEVRON SHALE OIL COMfANY (Caltfotnia CDrporation) !liE· SURVHOR ·.October, 2B, l9B7 P. 24 Jun. 18. 2007 10:04AM PETROLEUM DEVELOPMENT ' •'lllllllllllllitlllllllllllllllllllllllllllllllllllllll 66SB4S et/ii/200~ 12:~4P 816S5 P17B M ALSDORF 1 of 7 R 3Q.0~ 0 0.00 GARFl~~o COUNTY Co No. 3429 P. 25 I Cess I 1 l-e, :.• CHEVRON U.S.A. INC. C£RTIF1CA'IE OF ASS!STANT SECWARY ~ Hongy~ Xun~ Assistant Secrdacy of Chevron U.S.A. Inc.., a corporation duly organized •nder tho laws or the Colllltlonwealth ofPeomylvania (fuo Corp=tion"), do heteby certify that annexed hereto are. full,. true and conect copies of Certificate afMe:rger filed whh. the Department of State ofPonnsylvaniaon Apri130, 200;< ond Agreement and Plan ofMerger by and among Che'll'on U.S.A-lnc. and CheVJ:on $hale Oil Company. IN WITNESS \VHEIUiOP, I have hereuntQ ~et my hand and the: seal of said Corporation this 41!1 day ofNovember, 2004. CHEVRON U-S-A-INC. State ofCI'lifbnlia ) CityofSonR$non )ss County ofContn< Costa ) On November 4, 2:004. before rne, Simon Lee1 a Notary Publi~;: iJJ an!;l for th~ Statv of Caijfomia, personally appe""d !longyan J(un, Assistant Secretmy of Chevron U.S-A. lnc., pernonally known to me to be tb~ p~on whose name is subscribed to the within instrument and acknowledged to me that she executed the within instnlment in her authorized capacity, and that by her signature on the within instroment, the per$On ot the entity upon behalf of which tbe person acted executed the within. instrument. WITNESS my band and official seal. Jun. 18. 2007 IH4AM PETROLEUM DEVELOPMENT No. 3429 I .m llllllllllllllllllllllllllllllllllllllllllllllllllll 845 01/31/2005 12:54P 8~55 Pl79 M ALSDO~F 66~ i • _J.i:nmNJO esc f 7 R a6.00 D 0.00 GRRFI~LO COUNTr CO PENNSYl<VANlAl)EPAl\TMENT OF S CORPOM'I'ION Buru:.4U f'Tl' A<tic!O!I!Certitlcate of'Merg I (tS PJLC.S.) iUI!.ilftllmiOO" X~&zl!:!=;~ { 192f.) 149J7J. ::= O!ml¢ti¢ liOJi.PfOiit Oltpq~t:Wu §$J26) _u~ l!';utnc;~tp (~ ss41) ~ P~enti¢e-Ra~~ ~orpo~tion Syst~, D oey._DIHII mil hfntvruml t<1 rl>t inc.. " ¢It md adoitm YCID eDI8 ttJo -~~a. ~ Comme't'¢tt Drive) Suite ! "" '"" ~?tro ltanio-PuX"iJ, PJI. .f~ .. -~}.~,Y:ltt!l~-~M!tiRWJ.~f~~-"'""Q:'l'J)~' .a:!R 3 0 zooz Putt m diUooa\ tD two [)J;P ,_ ''- '"' 8<m11iY•""' ..,.,~lth I' ltl cqmpiftnee with lb¢'11;1\~~ ofthG lppOO;bjt!l proYlsi®S {'rtllth\ w\lflft\d.ll-r~r or ~lid"& lien), the. ~~~o:d, 1!¢lriftj lo ~t:et 1 ~. tlct1!h)' sUliJ !#lit; 1. T~~m~~,£~~~-~~fo!d pllrtllmbip ~urv:l\'ing 1h¢~ttl ll."t'on • n • ' 2. Clzrt:k pnd mmpkk~ f)j tkdfb/lawfltgt L Thomnl~mpUI'Ati~pcm;enhipa"d~Qbl!lm® ~fit eotpOt'ldoWI.itu{ted pmmrthlp:ua 1M{•) ;~.dt!r= otiU~l'!lgi!wted.Q:f1iPo li\thls 0:11fllltl~= {Q}{III!I'IIIafit:s~II\IJ11~oftfl.-a providC!l" snd l.tl¢ ot;nm.ty c!VCftiiC ~ (Uwc ~It hotl!ibt -~~iD tol'fW tll.~fQ\towiDg lllf~ tQ <loof¢rlpta151t~~nfthc~~: (~ N-•!ld S1ro< """ S~>~ Zip eo~" (b) NrmeofC~•1 R~*rtd OO!ce Pa!vidt:t da The Pttntics-HAll Corpotatton S79t~. tM~ Co ~~~tty DauphilJ. COO.uty :Tho $>i!Mvi:tg ~r.ltiol!ltim~d.~ tJ 11 ~l.lfloxl ~X:O b ~~llDP"'fil.~tton/liro!(e(J. ..,_ pai'V\efSllip mccxJ>onlto:dfr~UtlQ:rtb41•WA c! ~thc{a}lda$qfits~tegbtttt:d ~~ 11\t'hii ComnwAw~kh w(b} n~~ofi~ ~•I ~ ol11tc p,ro'fl4ef lm~ UJ.I) oolll'lty of muc fs (th~ btpm:~~~~t {:thu®;t 1\fth~ I() ~ttM (DI~g l:flflnonw.l.lon o (t)nf'otm 10 ther~cf'lba ~t}: (t.) N~ md 51:tt$t Cinr StJ,~j; ztp 0;1\fl;\ty (b) N;arno: ofCcmlll!lt"¢iil P.t:~ Oftit.lls Pnlv:l:d~ •• "'=" _The; Wl'l'{ylng corpor.r.tinl\1\fmibXI pl.rlm:tr:htp '~ !r oonqubllfic4 rom bu~irl~R~tO:fltoorpaati~ ~ip~~l.m<ktthcla.w.s IJld th~:~ ddrcu orlb pri.nQipilt llffiel!: unclulhc l~l'l't ot J~Jcb Wmicili•ry J~W!WJ:~ t;: Num~Gd~~:t:l C!~ '"" tJ• P. 26 Jun. 18. 2007 !0:05AM PETROLEUM DEVELOPMENT I 111111111111111111 11111111111111111111111111111111 1111 aeaa4S 01/l1/2o0~ l2:~4P BloSS ?160 M ALSOOR• 3 .:~f i R :$6.00 D 0.00 f!~RJ'I'ELD COUNT't CO t!SC'B~l .S-~?1&(5926/!511~ '· The r.ama 11Dd !l>e ~ofth\troegi~o$te Ia lhb C<ntlmon~~hb or~me of'itt«t~l rc~ ~:~ffu;e provJWJ Md ltle (;(lUnty ohm!IC Qf u ehothm' &.mw.lic huMtJ~nptaf!.t Q(A'poriiicAitimi.lml pam~ip md qllll]lf~ (lm.ign bll2iM~t:<,~p!'l)& ~n.'ll¢all,!mited p~ip' wblt:b b 'II patty W the pt~ C>t-.rgt.t :m1 &&. fOllOW~; COt.P'!I)' l'lom• Rc~Offioe~ Om:uurroiai~tm-dOffiClii'rtlvid!!t Ch~on Z?30 V•t~az O~ks P~~y~ CoEfQration Se~ic~ Sacr~m.~ttf<l Sti.a.l~ Oil .Suit~ 100 CQMpan.l ' CQmp.ao;z Sacr-amento, CA 9533~ 4. Cli"*-Wtd If llppiTJ.Prlaw wnrp/~r/1, ont: of~ht following: ....-'Thcp!lll'l ofmergtt~ll bee~vllup(!l'! lllh:lg~Artl:c!~CtnifiCIO\te Q(fkrt'llf in\ha ~~tofSbW. L Thll piMI Q(Uit'(,l~ Will bot tffett\YII' em May t. 2002 .t 11:30 A,!{. • RS~ "'" "- $, "tM mM<>e:rln wbi¢b llo~plr.nof~WU '~ b; tll'ib OO~tiCl t~w/W:nikd'Jl'*~ip i.t.lls. f6llows: N..., M$;(ll)el" of Ac!O'J"Iti~<n Chevron v.s.A. !nc. AOoe~ed by •ce1ou cf the aba~•Uoldera Eur&uant Eo 15 Pf c.s. !il905 6. srrl.k VJ~r r)fh pt11'4£f'OPh f{no foniJI11 axpot~dtmllfmltl!d pdrll!endtip ;~ ~ pprzy UJ Jbl! m~ 'Th~; p~ wu ;wd\ori~, lido~ or •WMvcd.u ths I\UII ~Y bs, by \b~ iOte:i&n husinmlnonP"'fj.t ~onlllin!!Ml JI~{OI' ~cb otlbe fbmign bwiti~W~fitrof))Ofll!i~mlt«! p»nnt:r.Jhip.s) pl.li;f to tb¢pbm in •cw;(!ancc wfUI. the: kwt \lftht! Jutl.%ieMn in wbieh 11 is ll'looijlorawJ/~tU.;od.. 7, Cha::k.I'Siltilj' opptop/g~t;<:Jmpltrrt, Olft~fllm,folf<Jwlng! ~ 'ibt: pi&'! ofmllrgl'lt !t 5e\ foi:UIJ'n tiJ1I. in £1i';blbi~A ~~ berel4 ~d l'Mof.k B pmt bctoof, _ 'f'unwmt tq 1~ P~.c.S.f1~0ll§ aS47{fl) (n:;l!Mi,IO.omi;.lillll ofeQ'Iillt pf9vai(lw. &Cit! rtlc:tl 'lw)tll~ pn;~v~tota, l! M}'o ohho piM of~r tbllls!ll¢lld Dr WMtlt.ute lh~ ~\'\'I pHWblops d'~h6 Artit:l<;a: (If lttco'tpW1\WWCcrttlt:s.~(l!~ ~a1trun1bfp cf~~ving ~ollllimi!MJ'4't~Mf\~:blp qln ~ ~~~uent t;r the dt'ccUvt: 6A1t1 ofU!~;-plMul'll :sat limb In f11U in lMh.'bit A sttll\!hM bl:m:itJ m'lt! oo:de s. party here!Jf~ Th• tun l¢:d of ilia ptru'l (!(~Ill" kon fl!D &t 'll111 prloolpd p~ C)fbmirusu of the: !Vrvi~ll'ls: !X"I;JKinrtioJI}li)l:l.lttd ~~blp.!k11 !l.l.!d:tU ofwbklt~- Ci~ No. 3429 P. 2 7 Jun. 18. 2007 10: 05AM PETROLEUM DEVELOPMENT . Hll\11111111111111111111111111111 11111111111!11!111111 ti6684S 01111/2005 12;54P a15S6 P161 M A~SOORF 4 of 7 R 36.01!1 D 0.00 GRRF,lEL.D COUNTY CO DSCEH U-19'ZGJ5~Z618$41•3 IN1'BS'f1MONY WHISRB01, !he uudeDifj1:11!4 0\l~~piJtllm<blp~c.l~~ ArtMc~~c: otM«gcrlb \)t 111'~!.3 by a d>:ty t.!Mocb:!ld ~ t~lhl• .$1.f1... $.y£lf ~·l 2P£2::_. Chavroft u.s.A. ;lne. a;;;::r.~r Si~W~ A~tsTa!J'T <Mr:;_!CG71>@t_ ''"' Chftvron SAale Oil Compacy ~·m~-~0 { • ;Y\ Slguswrc I ~~ t s-r~ 1 II ?i;:a?t-..11±!4 'rill¢ No. 3429 P. 28 Jun. 18. 2007 !0:05AM PETROLEUM DEVELOPMENT · : · :-' 1111m lllllllllllllllllllllllllllllllllllttlllllllllll , 6$~645 01fl1/~0! l2:54P B11355 P1&2 t'l llL.SDORP" $ of 1 ~ 3G.C0 D 0~00 GARFlELD COUNTY CO EX!l))ltl' A AQREEI\'lENT AND !'LAN OF MJi:!IOER Tl>i> AGREE1M!EN'l' AND PLAN OF l.tllRGilR(Wo "Ag=ment"), o"cd m; of Ap<ll :w. 2002, by .,m ""O"i Chovron U.S.A. !no, •~"""'l'lv<mi• w:powrloo ("CUSA "), and Chevron Shale Oil Co"'pany, a C:illforo.la cotpOnttion t'CSOC"), Wl'I'NESSBTII: wm:m:5AS. CUSA is a cotporation duly organh:.ed and mll1iug undet the llm'B cf tbll C=onwealth o!'Pen.,y!wllla; .-d WHBR.BAS, CSOC is 11 ~rporAtion dilly o.tganiztd ll.tld ~gundet the Jaws of the s,... ofc.lifornia; and No. 3429 WllllREAS. the Board ofDil1:0!(>ts ofeachofCUSAand CSOC <leem:; it do.itabl<;UpOn lhO"""" and ,ubjoot 10 the oonditiom o....Ohnt;in, that CSOC be m• With Md into CUSA, and that CUSA. be tbe :;"PN\Ving c.orpO~on' (tho ~ergerj; NOW, Tl'll'l\EFORE, i< is agreed "full oW>; SECTION l !. 1 Attil<o J;l!'ecdve Time (u h.,;,af\or defmed~ CSOC shall be m'"Sed wi\0 and into CUSA. with CUSA u the sole •umving corporation (the "Survivillg Co<p<>ration"). 1.2 At the lilfo..U•e Time; (a) l!aob th..,..,,...dins slw:>o of capital •lOOk ofCUSA shill, by virtue oftha Mo(8ll< .-d wi1hout any aotitm on thejl8Stofthe l>!>lder1heteo£, """""' unobmlgcd .-d co 0 tinue to mnlilil outstmding ~ on~ shm: of capital stock of lhe-SUfViving Corpestion. (b) Each theJI..,.totandingsh=ofoapital <tookofCSOC sball, byvirtuo ofthe M'"Berw widloutany ecdon on lhopanofllito holder""""~ be caneelodandno · t:onsideratiQll sball be issued in respeet: th~f. SECTION2 E!fWjve Time 2.1 If this Agreell'cnt il duly adopt.o by the ..,okhol~el'l of eaclt o!'CUSA and CSOC and Js not terminated in accordance with Section S bcreo£. a C:riflcau: <Jfmerger -I • P. 29 Jun. 18. 2007 !0:05AM PETROLEUM DEVELOPMENT ' 'i'lllllllllllllllll\1\ll\llllilllllllllll\llllllllll \Ill $SG645 01/11/20~5 12l54P B16$~ ~16~ M RLSOORP 6 of 7 ~ 3G.00 0 0.00 GA~IfLP COUNtY CO rellocting !hi< ~ .. 1 (Jhe "Cerlificate of Merge<") •h•ll be filO<l wi1ll the S=<:tuy of S""" oflbe Stotll of California and molts of .,orgerrellectlog Ibis ~(the" Articles of ~«")shall be fllO<l with the SecrellllY of Stat~~ ofPonnsylv;IDa No. 3429 '-·'-The Mtrsere:hall become df'CI:l!.ivc (the:<'Wdve 'time") at the time of tb~ filing of' the-A..tt:l~l=: o!Mete;orwitbthe S~ Qf StatcofPenn~tylvani&. (ot such later timoa; m11y . be specified th....,;n). SECTIO!l3 Cettffis.a.M n.flncoiOOJll.tiOD and Bvlam 3.1 P.t.tllo Bffo<Uve Time, tho Amend<d "'dRes1>ted Artiol<$ oflneorporaUon of CUM, a! .,..,dcd U!rovgb.tho B!l'ectlvo Tune, shall be tho Am .. de<! ,.d Relil>lcd Anicles of !MOtpOI>Iian of the SOrvlving C.tp<>Wion. 3.2 1\t the Effectlv• Time, tho l)y.Laws of CUSA,"' '"'"'"dod thiOugh the Effective Time. ~bll.U be the B~ o,tthe Swvfving Corporation. SEC'l'!ON4 4.1 The diiOCtM and offi"""' of CUSA immodiotely priot!O tho Effectin y,., of the Mergorsl!ali bo the dim<torn '"'d offiom, respectivcly, of the Sluvi'Ving Co!pomW.. Sl!CTION 5 A,wendment arul IC!!!!l!!!!ion 5.1 At my time prior to the Effective Tim~ notwithstanding eppm<!al oflhi> Apontomt ~y the Mool<holder< ofCUSA and/or CSOC, Ibis A&momont"'IIY bo anteoded, 10 the full"" -.<permieod by •pplicablo h<w, by"' agreem<n~ in wriling duly 'PP""''d by <>cll of C!JSA 111111 CSOC. 5.2 At any time priono theE!f..UvoTime,ootw!thstoodblg opproval of Ibis Agr...,cnt\ly the stccldlold"' of CUSA l!lld CSOC, ihl> Agr<!em"'t may be tttminated and abandotled by CUM. • 2. p 30 Jun. 18. 2007 10:06AM PETROLEUM DEVELOPMENT -; .'\lllllllllllllllllll\llllllllllllllllllllllllllllllllll No. 3429 P. 31 ssca43 01/11/2005 1~!S4P a1&S~ PlS4 M ALSnoRF 1 of 7 R ~6.00 0 0.00 ~~RFJELD COUNTY CO !N WJTN)lSS WllEl'J!OF, GUS.A and CSOC bll.ve .,,ed thl• Agreo'""'" 10 b• "'eCU\od by iu duly authotized officers. as of the 1..91b. day of .Ap~ 2002. ' cm;Vl<.ON U.S.A INC. By; Nft!{t~? ~(- Titil< A:l'i>bmt S«P',.,Y CI!!M<.ON SHALE OIT.. COMPANY Parcel Detail Page 1 of2 Garfield County Assessor/Treasurer Parcel Detail Information Assessor!Irt'O'!SJJJerPmPI'rtYSe<Irch I AssessorSnbsl'tQJJI'rY I Ass>:'SSQLSi!les Search Clcrls: & R<.!cor9GLR9cep!ion Search Parcel Detail I Value Detail Sales DetaH I Residential/Commercial Improvement Detail Land Detail I Photographs I TaxArea II I o26 II Account Number II Parcel Number II Mill Levy I R260416 II 217108100952 II 36.682 I Owner Name and Mailing Address !BUREAU OF LAND MANAGEMENT I !POBOX 1009 I !GLENWOOD SPGS, CO 81602-1009 I Legal Description lsECT,TWN,RNG:8-6-96 DESC: SEC 8: !LOT 2(42.71) TOTAL: 42.71AC. Location I Physical Address: I Subdivision: I Land Acres: 0 I Land Sq Ft: 0 I Section II Township II Range I 8 II 6 II 96 I Property Tax Valuation Information I Actual Value II Assessed Value I I Land: I ol ol II http://www. garcoact.com/ assessor/parcel.asp? AccountN umber=R260416 6/15/2007 Parcel Detail Improvements: II Total: II IIIF=====:d:S~al~e ;;;Da;;;te~: I _ _ Sale Price: I 26oll 26oll Basic Building Characteristics Number of Residential lo Buildings: Number of Commllnd lo Buildings: No Building Records Found · Tax Information No Tax Records Found Top of Page sol sol I I Assessor Datfll1J2~ Se;lrch Options I Treasurer D_at<!.h!lse S~<:trch Options Cler.l<: .. & .. Rec::order D1lt1lb1lse Se<JrchOptions Page 2 of2 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 Turns Software. All Rights Reserved. Database & Web Design by GoodilimsSoftw<:tm. http://www .garcoact.com/assessor/parcel.asp? AccountN umber=R260416 6/15/2007