Loading...
HomeMy WebLinkAboutApplication-Permit.pdfGarfield County Building & Planning Department 108 8th Street Suite 401 Glenwood Springs, CO 81601-Phone: (970)945-8212 Fax: (970)384-3470 ,'"~CO, pe';"itNO.BL..CO~6-'1 O~1571 , pentiitType:Cotnin~[? ial Bu i1dill9 .l¥0~Gl?l3si~(J'ation:.,Ne,W"'" PefT11itStatils:Approye!l Issue Date: Not Issued Expires: 01/01/2999 Project Address Parcel No. Subdivision Section Township Range 217528100024 PARACHUTE, CO Owner Information Address Phone Cell RANCHO GRANDE LLC & HEATH M102 E 4th ST , , Perkins OK 74059 970-216-0358 Contractor(s I Proposed Construction I Details Enclose existing compressors FEES DUE Fee Commercial Building Fee Plan Check Fee Total: Friday, July 2, 2010 Phone Amount $3,305.00 $2,148,25 $5,453.25 Primary Contractor Valuation: Total Sq Feet: FEES PAID $ 514,558.20 7995 Inv Total Pay type Amt Paid Amt Due Inv # BLCO-6-10-20255 $ 5,453,25 Check # 20641 Check # 20751 Check # 20641 $1,373.94 $3,926.43 $152.88 $ 0.00 Required Inspections: Forlnspedions call: 1 (888)868-5306 Inspection IVR See Permit Record Building Department Copy 2 } ~ U --cs C e ~ () ~ . :t; C c3 GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8fu Street, Sui'e40l, Glenwood Springs, Co 81601 Phone: 970·945·82121 Fax: 970·384-34701 Inspection Line: 970·384·5003 tv\(A'l \ LA n l-\-eo.th uL www.garfieJd-coullty.com I Par~No: (this infonnation is available at the assessors office 970~945~9134) '2.1 '5Z. edOOO 204 2 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description SE '/4 NE. 1/4 ::S6.~"'\"\<»-I 2e -roWN~\o\'P 6 ~ou~,R .... c..e. Q4WEST 3 Lot No: Block No: Subd.l E~emption : f-l OF "'Tit P. k, 4 Owner: (pmpeny own«) , (vV .. ,,:rf-u-~~ Mailing Address: ! &;,0211 () o.~ ~Jt Ph; W i th...,.. EN<., u.c.-"jJ~' t--..f'f>, 5 Contractor: Mailing Address: Ph: AJ, Ph: ~~~vt:/K"..: ,~ -"" C"NS, , Po 60)(, 1530 ~~L£ G2.5 -i'Z-IL:> CWi -ct.J ~ 6 Architect It~gi~tr: Go..... Wi' ''''''SO'''' Mailing Address: Ph: AJtPh: 7 Sq. Ft. of Building: , ,"\'\5 Sq. Ft. or Acres of Lot: Height: 2.'1 ' No. of Floors: I 8 Use of Building: £ '" c.1. o"')E Ex l~""l N & c.o""I"~"'S 5 olZ..:S 9 Describe Work: C.ON~Ta.U~'" t'1Uo · 6 ..... G . Me .......... SU>(.. IO Class of Work: .,.,New o Alteration D Addition I I Garage: Septic: /010"<£ o Attached o Detached o lSDS o Community 12 Driveway Permit: £ Ft;.a. J .. "":;10 N",u.... Owners valuation of Work: I<~p-r $ ~ • H 9 y-3=,=0,00 NOTICE Author it y. This application for a Building Permit must be signed by the Owner orlhe propeny, described above, or an authorized agent. If the signature below is nO( that of the Owner, a separate Jener of authority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof er legal and adequate access to the property for purposes of inspections by the Building Dcpanment. Ot her Permits. Mulliple separate permits may be n:quired: (I) Stale Elecuical Permit, (2) County ISDS Permit, (3) another permit required for use on the property identified above, e.g. State or County Highwayl Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void if the work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abando!led for a period of 180 days after conunencement. CERTIFICATlON I hereby certify that I have read this Application and that the information contained above is true and coneCl I understand that the Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure(s) and facilities detailed on the s ubmittals reviewed by the Building Department. In consideration of the issuance of the Building Permit, I agree that I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code, ISDS regulations and applicable land use regUlations (County Regulation(s)). I acknowledge Ihm the Bui lding Pennit may be suspended or revoked, upon notice from the County, if the localion, construction or use of the structure(s) and facility(ies), described above. are not in compliance with County Regulation(s) or any olher applicable law. I hereby grant permission to the Building Department to enler the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit does not prevent the Building Official from: (I) requiring the conection of errors in the submittals, if any, discovercd after issuance; or (2) Slopping construction or use of the structure(s) or facility(ies) jf such is in violation of County Regulation(s) or any other applicable law. Review of this Application, including submittals, and inspections of the work by the Building Department do not constitute an acceptance of responsibility or liability by the County of enors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local laws and County Regulations rest with me and my authorized agents, including without limitation my arcrutect designer. engineer andl or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: QLli~ 6 -z _lo OWNERS SIGNATURE DATE STAFF USE ONLY Special Conditions: Adjusted Valuation: Plan Check Fee: Permit Fee: Manu home Fee: Mise Fees: 01115S8. Zt) Z/t1i'.;JS' "3/:;05. ~ ISDS Fee: :S ;7;5J.;1.5 Fees Paid: Balance Due: ~ & Issue Date: ISDS No & Issued Date: \ 52LP.82 '3/tf ;l6, t; '3 -15ll N\A Setbacks: OCCGroup: Const Type: Zoning: -' , r--l ltB R Z;5 -,?)" -/tJ BLDG DEPT: PLNGDEPT: ~;4~ -y;~ ~~~ #~ ; APP OVAL DATE APPROVAL /DATE 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 Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and fini shed walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all mc and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (e.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A e.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUpy OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A e.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 e.O. for the building identified in the Building Permit. va b-Z--IO OWNERS SIGNATURE DATE BappHcationdecember2007 Building Plan Review Description of Work: Enclose existing compressors Bin#: David Location Address: PARACHUTE, CO Case Manager: David Bartholomew Plan Case Number: BLDG·6· 10-6442 Parcel: 217528100024 Application Date: 0610212010 Building _ --l. ! L/__ Engineered Foundation __;-V'j,l~-'v-1'_ _ Driveway Permit __ /::;..... _ surveyed Site Plan __M-I0~v-1,-_sePtlc Permit and Setbacks __ "'r-r-_GradefTopography 30% __ +-,--_Attach Residential Plan Review List /Minimum Application Questionnare ;V(Y1 Subdivision Plat Notes /VIA Fire Department Review t V Valuation Determination/Fees tl Red Line Plans/Stamps/Sticker LI Attach Conditions /Application Signed /Plan Reviewer To Sign Application LJ Parcel/Schedule No, ,vz.! 40# Snowload Letter · Manu. Homes p Soils Report Contacts Owner: RANCHO GRANDE, LLC & HEA TIl, MARILYN L, LLC Applicant: RANCHO GRANDE, LLC & HEArn, MARILYN L, LLC Applicant Phone: 970-216-0358 Email: Planning/Zoning /Property Line Setbacks vi' 30ft Stream Setbacks /Flood Plain 7 Building height /Zoning Sign-off tJlr! Road Impact Fees f ;Up HOAlDRC Approval /' /GradefTopography 40% 7 Planning Issues ------SSubdivision Plat General Comments: wlw",,f~ .. 5/~ 5">8. Z-O fl'hk ,'" ~ JZ~,-ut>feq 3,705 .(/0 "7. , /f/.l-5 ~/."./.5; $151. zf /.:)'26.1/.1 VALUATION FEE DETERMINATION Applicant Address Date .;R",an=;ch",o:-G=ra::.n:::d",e.;L,"L?C,-&~H"e:::a::th~L;;L",C,---__ Subdivi'ion -,;S,-;,e"ct::,2~8,,:' "T-.:WTI='p"-"6,,S,,o,,-, .::R",a"ng",e,-9,, -4-,--,-W,-__ Lot/Block 6/9/20 I 0 Contractor ~~~-----------------Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Valuation Garage: Carport: Total Valuation Crawl Space Total Valuation Decks/Patios Covered Open Total Valuation Type of Construction: Occupancy: F I Valuation Total Valuatiou sq.h sq.h sq.h sq.ft X $74.68 o sq.ft sqJtX $41.00 sq.ft X $33.68 sq.ftX $18.00 sq.hX $12.00 sq.hX $9.00 sq.h X $24.00 sq.hX $12.00 Commercial 7995 sf X $64.36 sf X sf X sf X sf X sf X N/A N/A Kuersten Const. David Hillbrand 0.00 0.00 0.00 0.00 0.00 514,558.20 514,558.20 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 ofthe work intended under a pennit 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 infonnation has not been provided by the applicant, this will result in the delay of the pennit 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 infonnation 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 detennine 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 IS"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 ofthe 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. 1 A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. . All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned . All plans submitted must be in compliance with the 2003 !BC, IPC, !MC, IFGC, and IFC, 2006 IECC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: 1. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each comer of the proposed structure prepared by a liccnsed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on propeliies must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes ..,/2. Does the site plan when applicable include the location of the LS.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 Not necessary for this project ---X-P~_ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the prope~ Yes Ii 4. Have you provided any RESOLUTIONS and! or LAND USE PERMIT(S) associated with this property? Yes /if Yes please provide a COPY. No ___ _ 5. Is the LS.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes Not necessary for this project /6. Are the plans submitted for appli cation review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for penn it issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes ./Not necessary for this project ---7. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in 2 accordance with the building code or per stamped engineered des ign? Yes~ Not necessary for this project _ 8. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes ../" Not necessary for th is project _ 9. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes _ Not necessary for project~ 10. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes _ Not necessary for this projectL 11. Do the plans include design loads as required under the mc or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes ~ Not necessary for this project _ 12. Do the plans include design loads as required for floor loads under the mc or IRC? Yes _ Not necessary for this project~ 13. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes /' Not necessary for this project __ 14. Is the win7eed and exposure design included in the plan? Yes Not necessary for this project _ 15. Does the build ing section drawing include size and spacing of floor j oi sts, wall studs, ceiling joists, roof rafters or joists or trusses? Yes~ Not necessary for this project _ 16. Does the bu ilding section drawing or other detail include the method of positive connection of all columns and beams? Yes ~. Not necessary for this project _ _ 17. Does the elevation plan indicate the height of the bu ilding or proposed addition from the undistu rbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a fl at roof? 3 (Check applicable zone district for building height maximum) \ Yes _ Not necessary for this proJect~ ( H ~I"ll..+!> """.... -;sit-o",", 11'-) 18. Does the plan include any stove or zero clearance firep lace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes _ Not necessary for this project-L... 19. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the mc or IRC? Yes _ Not necessary for this project~ 20. Does the plan include a window schedule or other verification that egresslrescue windows from sleeping rooms and/or basements comply with the requirements of the mc or IRC? Yes __ Not necessary for this project~ 21. Does the plan include a window schedule or other verification that windows provide natural light and venti lation for all habitable rooms? Yes _ ._ Not neces sary for this projectL 22. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes __ Not necessary for this project ./' 23. Do the plans include a complete design for all mechanical systems planned for install ation in this building? Yes No Not necessary for this project v'" No ./-'1<.<."' ... ", .. _\ 0" pto.)c.6 . 24. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the mc Chapter 3) Yes Not necessary for this project /' 25. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? . Yes _ Not necessary for this project~ 26. Is the location of all nalural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes __ Not necessary for ~is project~ 4 27. Do the plans indicate the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes~~ Not necessary for this project ../' 28. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes Not necessary for this project~ 29. Have two (2) complete sets of construction drawings been submitted with the application? Yes ,/30. Have you designed or had this plan designed while considering building and other construction code requirements? Yes ,/31. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes£ 32. 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 V 33. Do you understand that approval for design andior construction changes are required prior to the implementation of these changes? Yes~ 34. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes ,/35. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? YesL 36. 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? YesL 37. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 5 7:30 a.m. and 3:30 p.m. Monday thro ugh Friday. Inspections are to be called in to 384-5003. Yes~ 38. Are you aware that requesting inspections on work that is not ready or not accessi ble will result in a $50.00 re-inspection fee? Yes~ 39. Are you aware that prior to submittal of a building permit application you are required to show proof of a legal and adequate access to the site? This may include (but is not limited to) proof of your right to use a private easement/right of way; a County Road and Bridge permit; a Colorado Dept. of Highway Permit including a Notice to Proceed; a permit from the federal government or any combination. You can contact the Road & Bridge Department at 625-860 I. See Phone book for other agencies Yes~ :$ ....... I.<>.nd. l.(..o..:s ..... ~f'., ...... 40. Do you understand that you wi ll 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 c!.-le.c\-r,e....l 0'" 1"/"' ...... \0."'1 0'" P""J ,<.:I-. 41. Are you aware, that on the front of the building permit application you will need to fill in the ParceV 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 V 42. Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes ~ (Please check with the building department about this requirement) 43. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grad ing penn it? Yes L Not necessary for this project __ 44. Did an Architect seal the plans for your commerci al 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 __ Not Necessary for this project ---v''-'___ _ 45. If you anticipate obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water serv ice. No building permit application will be accepted without such a letter. Yes N/A 6 I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. 5-1.7-10 Signature Date Phone: <\7C-b25 -'(1210 (days); "no 9,\-B -Q3UD (evenings) Project Address : _______________ _ Note: On any of these questions you may be required to provide this information. Ifrequired information is not suppl ied, delays in issuing the penmit 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 detenmine 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 penmit. C. Delay in proceeding with construction. bpminrepcommMar2009 7 GARFIELD COUNTY BUILDING REQUIREMENTS Codes: 2003 IRC, !BC, IFGC, IMC, IPC, 2006 IECC. Setbacks: Check subdivisions and zone district for setback requirements. Snowload (measured at the roof! Not grouud): 40PSF up to 7000ft. elevation. 50PSF 700lft to 8000ft. 75PSF 8001ft to 9000ft. 100PSF 9001 to 10000ft. !!! ALL SNOWLOADS ARE MEASURED HORIZONTALLY AT THE ROOF NOT THE GROUND!!! Seismic design ca tegory: B Weathering probability for concrete: Severe. Termite infesta lion probability: None to slight. Wind speed: 90mph. Decay probability: None to slight Wind Exposure: B or C (see section RJO 1.2.1.4) Frost Depth: 36in. to 8000ft. elevation. 42in. 8001 and above. Winter Design Temperature: Minus 2 to 7000ft.; minus 160ver 7000ft. elevation. Air Freezing Index: 2500deg F-days to 7000ft.; over 7000ft. to be determined by Building official Ice shield under-Iayment required. Mean Annual temp: Variable SEE 2006 IECC FOR INSULATION AND ENERGY REQUIREMENTS. bpminrepcommMar2009 8 BOARD OF COUNTY COMMISSIONERS OF GARFIELD COUNTY CERTIFICATION AND AFFIDAVIT REGARDING ILLEGAL ALIENS The Contractor, I'Those name and signature appears belcH, certifies and agrees as fo110115 : 1. The Contractor shall comply \-lith the prov~s~ons of C. R. S-, 8-17 . 5-101 et seq. The Contractor shall not knOl·!ingly employ or contract l'/ith an illegal alien to perform \'Jork for the Board of County corrunissioners of Garfield County I Colorado ("BOCe lf ) or enter into a contract with a subcontractor that knowingly employs or contracts \'lith an illegal alien. 2. The Contractor represents, \'larrants, and agrees that it has verified that it does not empl oy any illegal aliens; that it has participated or attempted to participate in the Basic Pilot Employment Verification Program administered by the Social Security Administration and Department of Homeland Security; and otherwise shall comply \'Iith the requirements of C . R.S. 8-17 . 5-102(2) (b). 3. The Contractor shall comply \'/i th all reasonable requests made in the course of an investigation under C.R . S . 8-17.5-102 by the Colorado Department of Labor and Employment. If the Contractor fails to comply \o.Iith any requirement of th i s provision or C. R.S. 8-17.5-101 et seq., the BOCC may terminate \'Iork for breach and the Contractor shall be liable for actual and consequential damages to the State . 4. If the Contractor is a sale proprietor, the undersigned hereby S\'lears or affirms under penalty of perjury under the l a\'/s of the State of Colorado that (check one) : ~ I am a United States citizen, or I am a Permanent Resident of the United States , or I am lawfully present in the United States pursuant to Federal la\o.I. I understand that this SI'lorn statement is required by law because I am a sale proprietor entering into a contract to perform \'lOrk for the SOCC . I understand that state law requires me to provide proof that I am lawfully present in the United States prior to starting work for the soec . I further acknm'/ledge that I \'1ill comply I'lith the requirements of C.R , S. 24-76.5-101 et seq. and I'lill produce the required form of identification prior to starting \·lOrk. I acknowledge that making a false, fictitious, or fraudulent statement or representation in this sworn affidavit is punishable under the criminal la\'15 of Colorado as perjury in the second degree under C.R,S . 18-8-503. CERTIFIED and AGREED to this IL' day of ~~~a~.~+-______ __ 20Q 6 . CONTRACTOR: (Contractor Full Legal Name) By : 90 1.Ufj2 Signature of Authorized Rep Irr,-nigration Affidavit (08/06) final EXHIBIT FEIN or Social Security Number From: March 25, 2010 Garfield County Building Department: 03/25/2010 11:33 11675 P.002/002 'JJI.~I"·~ Jld.llamS. ~ EXPlORATION &; PRODUCTION 1058 CR#215 P.O. Box 370 ParadlUlc. co 81635-0370 9701"85·9377 970/28S-2047 fux This letter will serve as authorization fur Kuersten Construction, llC to act on behalf of Williams Production in securing a building permit for the Vassar Heath compressor station. If there are any questions or problems please contact me at 970-216.(J358 Sincerely, lee Harris Production supervisor Williams production RMT t'IRR-25-2010 09: 45Rt1 Fr'om: ID:KUERSTEN CDNSTRUCTIN Paoe:002 R=94% COMPRESSOR STATIONIPLANT LEASE AND AGREEMENT (HEATH COMPRESSOR FACILITY SITE) State: County: Lessor! Lessor's Address: Lessee: Lessee's Address: Date Executed: Effective Date: Colorado Garfield Webster Hill LLC nnd Marilyn Heath LLLC P.D.Box 818 Perkins, OK 74059 Bargath Inc. c/o Williams Production RMT Company 1515 Arapahoe Street, Tower 3, Suite 1000 Denver, CO 80202 August3D.2005 In consideration of the rental provided below, to be paid by Lessee to Lessor, each named above, Lessor grants, leases and lets to Lessee the tract of land (the "Lands") for the He¢ath Compressor Facility Site located ill the county and state named above, and described as follows: (See Exhibit "A" attached hereto and made a part hereof.) This Compressor StationlPlant Lease and Agreement (the "Lease") shall be for a primary term of twenty (20) years (the "Primary Term") from the Effective Date stated above, with options of renewal for each subsequent twenty (20) year period. With the execution oftl1is Lease. Lessee has paid to Lessor the sum of$2,000.00 as rental compensation for the first year of this Lease. This rental compensation fee is due and payable each subsequent year on or before the anniversary date of this agreement. At the option of Lessee, Lessee may extend this lease for an additional tenn of twenty (20) years by the continual payment of the yearly rental amount of $2,000.00 to Lessor. Lessee agrees to furnish Lessor a recordable Release of the rights granted under the terms of this Lease at the termination of this Lease. As part of the consideration fOf this Lease, Lessee agrees to hold Lessor harmless from any and all claims, damages, suits or obligations, claimed or asserted against Lessor by reason of Lessee's operation or business on the Lands and against any and all parties asserting such claims, and to defend Lessor in any and all suits brought against Lessor by reason of Lessee's operations on the Lands, all at Lessee's expense. Lessee covenants and agrees to pay any taxes which may be levied llpon or assessed against structures, fixtures or other equipment which may be built or installed on the Lands by Lessee. This is a swface lease only and shall not be construed to limit Lessor's right as the owner of minerals in and under the Lands. Without restricting or limiting the geoerai and exclusive rights, privileges, powers, purposes and uses granted to Lessee, by the enumeration of the matters set out below, it is specifically agreed that the Lands leased pursuant to this Lease may be used, occupied and enjoyed by Lessee for the following purposes: Constructing, erecting, installing, operating, maintaining, inspecting, using, replacing, repairing, moving on and removing from the lands a compressor station and/or gasoline plant and/or gas purifying, dehydrating, treating and cleaning plant and alJ buildings, warehouses, garages, storage facilities and structures of whatever kind, together with any machinery, engines, pumps, equipment, appliances, facilities, meters, pipes, regulators, fittings, gate valves, blow off valves, gate boxes, boilers, stills, heaters, drips, cooling towers, pipelines, telephone lines, electric Page 1 of3 " transmission lines, and any other structure (collectively the "Facilities") as may be necessary, convenient, or desirable to Lessee in its operations in carrying on its business in which it is now engaged or may hereafter be engaged. Lessor agrees that Lessee may use the existing roads on Lessor's lands shown on the attached Exhibit "A" for the purpose of accessing the Facilities, with the right of ingress and egress for such Lise and purposes at all times. Lessee is granted the right to lay, repair and remove lines of pipe for water, gas, or oil over adjacent lands of Lessor, and erect and maintain telephone lines and electric transmission lines, at a reasonable consideration or compensation to be paid to Lessor, with the right of ingress and egress for such use and purposes at all times. Lessee shall have the right to do and perform any act on Lessor's adjacent lands as may become necessary to protect Lessee's property in case offload or fire, and to prevent the spread and loss of oil and other liquids. Lessee warrants and agrees that it will comply with arty and all laws, ordinances, orders, rules, regulations, standards and licensing requirements of any state, federal, municipal or local authority or agency, now in force and effect or which may be passed, enacted, issued, revised, required or later promulgated, incident to or arising out of or in any way connected with Lessee's utilization of tile Lands or any activity conducted under, pursuant to or by virtue oftilis Lease. Lessee agrees that it will not discharge, dump, bury or store for purposes of disposal, pollutants of any kind on the Lands or into or on any water on, adjacent to or in the area of the Lands, including, but not limited to, poUutants such as oil, chemicals, toxic substances or materials, hazardous wastes or hazardous substances, including pollutants as the same may be defined in any Federal, state or ml1nicipallaws, rules, regulations or ordinances. Lessee specifically agrees to fully indemnify and hold Lessor harmless from and against alt claims, demands, losses, costs for removal and/or cleanup of pollutants, judgments, causes of actions, fines, penalties, costs, including, but not limited to, attorneys' fees and costs of court, arising out of or connected with Lessee's noncompliance with the terms of this Lease. Lessee has the right, upon the expiration of the Primary Term of this Lease, or any extension thereof, as the case may be, within six: (6) months after that date to remove any and all buildings, fixtures, structures and equipment which it may have placed on the Lands, provided all rentals have been paid. Lessee agrees that upon the termination of this Lease for any reason, it will, if requested by Lessor, remove any or all structures and level the surface of the Lands at Lessee's sale cost and expense. Notwithstanding anything herein contained to the contrary, the rights granted to Lessee herein shall be non-exclusive; Lessor shall have the continuing right to access the Lands and to use the property for any means which do not interfere with Lessee's operations on the Lands. The terms, covenants and provisions of this Lease shall extend to and be binding upon Lessor and Lessee and their respective assigns and successors in interest. LESSOR STATE OF OKLAHOMA COUNTYOFl'm1§t, LESSEE Bargath Inc. ltle; Assistant Secretary On the~day of August, 2005, personally appeared Webster Hill LLC and Marilyn Heath LLLC to me known to be the persons _ described in and who executed the foregoing instrument and acknowledged that they executed same as their free and voluntary act and deed for the uses and purposes therein set forth. Page 2 of3 " Witness my hand and official seal the day and year first above written. My Commission Expires: C(s Lnf,J )t9!Ff'f1 (SEAL) STATE OF COLORADO ) ) COUNTY OF DENVER ) Before me, a Notary Public, in and for said County and State aforesaid, do hereby certifY that Joseph P. Barrett. whose name is subscribed to the foregoing instrument as Assistant Secretary of Bargath Inc. a corporation. appeared before me this day in person and acknowledged that M executed said instrument as hIs free and voluntary act and deed as the free and voluntary act and deed of said corporation for the uses and purposes therein set forth. Given under my hand and Notarial Seal this K day o::f~ -oL'1'"7''--'-_''; My Commission Expires! _ .O.' -lIc.2",;</-"nc.Z,-(SEAL) Page 3 of3 Rifle. CO 81650 From: David Bartholomew [mailto:dbartholomew@garfield-county.com] Sent: Tuesday, June 29, 2010 3:S2 PM To: dave@kuerstenconstrudion.com Cc: Andy Schwaller; Kathy A. Eastley Subject: Rancho Grande & Heath LLC Hi Dave, Got your message. Please forward any SUP info you have and I'll run it by a planner. I think that's alii need for building permit issuance. Thanks, David 2 David Bartholomew From: Sent: David Hillbrand [dave@kuerstenconstruction.com] Wednesday, June 30, 2010 3:51 PM To: David Bartholomew Subject: RE: Rancho Grande & Heath LLC Sounds good. Thanks for your help on this. David Hillbrand Kuersten Construction 0-970.625.8210 F-970.625.8211 M-970.948.9326 P.O. Box 1530 13 Powerline Road Rifle, CO 81650 From: David Bartholomew [mailto:dbartholomew@garfield-county.com] Sent: Wednesday, June 30, 2010 3:49 PM To: David Hillbrand Subject: RE: Rancho Grande & Heath LLC Dave, I printed the attachments and inserted them into the file. I will touch base with planning director Fred Jarman tomorrow as I could not locate a permit COinciding with the grading permit info you provided. I will keep you informed. Thanks, David From: David Hillbrand [mailto:dave@kuerstenconstruction.com] Sent: Wednesday, June 30, 2010 8:39 AM To: David Bartholomew Subject: RE: Rancho Grande & Heath LLC Good morning David -This may be more information than is needed, but I wanted to forward everything Williams sent me. In particular, the word doc. From the engineering department may provide some county related approval for the original project. Please let me know if you have questions or need something different. Thanks for your patience on this, David Hillbrand Kuersten Construction 0-970.625.8210 F-970.625.8211 M-970.948.9326 . P.O. Box 1530 13 Powerline Road 1 From: David Bartholomew [mailto:dbartholomew@garfield-county.com] Sent: Wednesday, June 30, 2010 3:49 PM To: David Hillbrand Subject: RE: Rancho Grande & Heath LLC Dave, I printed the attachments and inserted them into the file. I will touch base with planning director Fred Jarman tomorrow as I could not locate a permit coinciding with the grading permit info you provided. I will keep you informed. Thanks, David From: David Hillbrand [mailto:dave@kuerstenconstruction.com] Sent: Wednesday, June 30, 2010 8:39 AM To: David Bartholomew Subject: RE: Rancho Grande & Heath LLC Good morning David -This may be more information than is needed, but I wanted to forward everything Williams sent me. In particular, the word doc. From the engineering department may provide some county related approval for the original project. Please let me know if you have questions or need something different. Thanks for your patience on this, David Hillbrand Kuersten Construction 0-970.625.8210 F-970.625.8211 M-970.948.9326 P.O. Box 1S30 13 Powerline Road Rifle, CO 81650 From: David Bartholomew [mailto:dbartholomew@garfield-count y.com] Sent: Tuesday, June 29, 2010 3:52 PM To: dave@kuerstenconstruction.com Cc: Andy Schwaller; Kathy A. Eastley Subject: Rancho Grande & Heath LLC Hi Dave, Got your message. Please forward any SUP info you have and I'll run it by a planner. I think that's alii need for building permit issuance. Thanks, David 2 David Bartholomew From: Sent: David Hillbrand [dave@kuerstenconstruction.com] Thursday, July 01, 2010 1: 18 PM To: David Bartholomew Subject: RE: Rancho Grande & Heath LLC Thank you for your efforts. I will wait for their call. David Hillbrand Kuersten Construction 0-970.625.8210 F-970.625.8211 M-970.948.9326 P.O. Box 1530 13 Powerllne Road Rifle, CO 81650 From: David Bartholomew [mailto:dbartholomew@garfield-county.com] Sent: Thursday, July 01,20101:16 PM To: David Hillbrand Cc: Andy Schwaller; Fred Jarman Subject: RE: Rancho Grande & Heath LLC Thanks to everyone for their input on this permit. I am presently processing it for issuance. Dave, you will be contacted by our front counter when it is ready to pick up. David From: David Hillbrand [mailto:dave@kuerstenconstruction.com] Sent: Thursday, July 01, 2010 11:00 AM To: David Bartholomew Subject: RE: Rancho Grande & Heath LLC Good morning David -I have heard that Fred Jarman approved the Heath project. Have you heard this? If so, I would assume I can pick up a permit? If so, please let me know the exact total so that I can bring in a check for the permit cost. Thank you, David Hillbrand Kuersten Construction 0-970.625.8210 F-970.625.8211 M-970.948.9326 P.O. Box 1530 13 Powerline Road Rifle, CO 81650 1 REACTIONS BUILDER Maverick Steel CUSTOMER Williams Energy JOB NUMBER: 12-B-46715 Notes 1) The reactions provided are based on the Order Documents at the time of mailing. Any changes to building loads or dimensions may change the reactions. The reactions will be superseded and voided by any future mailing. 2) The reactions provided have been created with the following layout (unless noted othenvise). a) A reaction table is provided with the reactions for each load group. b) Rigid Frames (1) Gabled Buildings (a) Left and Right columns are determined as ifviewing the left side of the building, as shown on the anchor rod drawing, from the outside of the building. (b) Interior columns are spaced from left side to right side. (2) Single Slope Buildings (a) Left column is the Jow side column. (b) Right colwnn is the high side column. (c) Interior columns are spaced from low side to high side. c) Endwalls (1) Left and Right columns are determined as if viewing the wall from the outside. (2) Interior columns are spaced from left to right. d) Anchor rod size is determined by shear and tension at the bottom of the base plate. Rod spacing will generally require the use of a bearing angle, or other means of shear transfer to the concrete. The length of the anchor rod and method of load transfer to the foundation are to be determined by the foundation engineer. e) Anchor rods are A36 or A307 material unless noted othervl'ise on the anchor rod layout drawing (FI sheet). f) X-Bracing (1) Rod Bracing reactions have been included in values shown in the reaction tables. (2) For IBe and UBC based building codes, when x-bracing is present in the sidewall, individual longitudinal seismic loads (LEQ) do not include the amplification factor, no (3) For IBC and UBC based building codes, when x-bracing is present in the endwall, individual transverse seismic loads (EQ) do not include the amplification factor, no 3) Reactions are provided as un-factored for each load group applied to the column. The foundation engineer will apply the appropriate load factors and combine the reactions in accordance with the building code and design specifications to determine bearing pressures and concrete design. The factors applied to load groups for the steel column design may be -different than the factors used in the foundation design. A1aximum reactions are not provided by the manufacturer to allow the foundation engineer to determine the correct values for his design procedures and allow for an economical foundation design. Ceco Building Systems FRAME DESCRIPTION: USER NAME:BMSCHRADERDATE: 3/26/10 Highway 34 & Iris Road, Mt. Pleasant, IA 526~~ 41./25./30. 20./JOB NAME:46715A FILE:m4-1.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #04 LOCATION:frame lines 1,8 NOTE: All reactions are in kips and kip-ft. REACTION NOTATIONS IVR ® HR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8 .0XlO.OXO .375 8 . OXIl. axo .375 lINe. RODS (4) -3/4 1'1 -3/' LOAD GROUP HL VL LNL HR VR LNR DL 0 .2 1. 8 0 .0 -0 .2 2 .2 0.0 COLL 0 .1 0 . 7 O . 0 -0. 1 0 .7 0.0 SNOW 2 .1 13 .1 O. 0 -2 . 1 13 .2 O . 0 ADW O. 1 2. 0 O. 0 -0 .1 2 . 0 O . 0 AlDIL 0.1 2 .5 0 .0 -0.1 2.1 O. 0 A1DIR O. 1 2. 1 0.0 -O. 1 2.5 0 .0 LL 1 .1 6 .5 O. 0 -1. 1 6.6 0.0 AIVIL 0 •• 11 .3 O. 0 -0.4 2.6 0.0 AlHIR 0 . 9 1.1 O . 0 1.0 1. 1 0.0 AlHIL 0 .9 1. 1 0 .0 1. 0 -1. 1 0.0 A1V1R 0.4 2 .5 0 . 0 -0 . 4 11 .. 0.0 EQ -0. 8 -1 .0 0 . 0 -0 . B 1. 0 0.0 WL1 -2 .4 -5 .7 0.0 -2 .0 -2.0 0.0 WL2 3. 1 3.7 0.0 1.2 O. 1 0.0 LWL1 1 .2 -5 .3 0.0 -0.9 -5.0 0.0 LWL2 1 .2 -4 .6 0.0 -0.9 -5.7 0.0 LWL3 1 .3 -3 .4 0.0 -1. 4 -3.0 0.0 LWL4 1.3 -3. 1 O. 0 1 .4 3.3 O. 0 WL3 2 .. -1 .3 O . 0 3 . 0 -6. • O. 0 WL4 1.7 O. 6 O. 0 3. 7 -4.4 O. 0 LOAD GROUP DESCRIPTION Roof Dead Load Roof Collateral Load Roof Snow Load Auxiliary Dead Weight Auxiliary Crane #1 Dead Loading #1 Auxiliary Crane #1 Dead Loading #1 Roof Live Auxiliary Auxiliary Auxiliary Load Crane Crane Crane #1 #1 #1 Vert Loading #1 Horz Loading #1 Horz Loading #1 Max. at Left Max. at Right Max. at Left to the Right to the Left DL COLL SNOW ADW A1D1L A1D1R LL A1VIL AIH1R A1H1L A1V1R EQ WL1 WL2 LWL1 LWL2 LWL3 LWL4 WL3 WL4 Auxiliary CJ;"ane #1 Vert Loading #1 Max. at Right L~te'r'ar Seismic Load [parallel to plane of frame] Lateral Primary Wind Lateral Primary Wind Longitudinal Primary Longitudinal Primary Longitudinal Primary Longitudinal Primary Lateral Primary Wind Lateral Primary Wind Load Load Wind Wind v,'ind Wind Load Load Load Load Load Load PAGE: 4-2 TlME:16:26:26 Page R1 03/26/10 Ceco Building Systems FRAME DESCRIPTION: Highway 34 & Iris Road, Mt. Pleasant, IA 526ltl; 41./25./30. USER NAME:BMSCHRADERDATE: 3/26/10 20./JOB NAME:46715A FILE:m4-1.fra PAGE: 4-3 MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #04 LOCATION:frame lines 1,8 NOTES; (1) All reactions are in kips and kip-ft. TIME:16:26:26 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic prOVisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS HL--IVL HR © LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.0X10.0XO.375 8 . OXll. OXO. 37S ANe. RODS (4) -3/4 (4)-3/4 LOAD COMB HL I VL ILNL HR I VR ILNR GRAVITY LOAD COMBINATION 211 3.3 17.2 O. 0 -1 .4 22.1 O. 0 14 -0.2 14.5 O. 0 -2 .0 B.6 0 .0 207 3.3 23.7 0 .0 -1. 5 15.6 0 .0 19 2.0 B.l 0 .0 0.2 15.0 0 .0 206 1.5 21.7 O. 0 -3.3 17.6 0.0 210 1.5 15.2 0.0 -3.2 24.2 0.0 WIND LOAD COMBINATION 263 5.3 23.0 0.0 1. 0 10.6 0.0 64 -2.9 -1. 5 0.0 -1 .5 2.4 O. 0 271 4 . 8 24.5 O . 0 1. 6 12.0 0.0 62 -2 .2 -3.4 O. 0 -2 .2 0.5 0.0 75 1 .9 2 . 9 O . 0 3.6 -2.0 0.0 214 0 .5 17 .3 0 .0 4.9 16.3 0 .0 226 -0 .9 12 .2 0 .0 -4.3 24.3 0 .0 73 2 .6 0 . 9 O . 0 2.8 -3.9 O. 0 TRANSVERSE EARTHQUAKE LOAD COMBINATION 39 1.9 12.3 0.0 -0.9 12 .0 0.0 42 -0.4 1.4 0.0 -0.8 3. 0 0.0 35 1 .9 12.7 0.0 -0.9 11 .5 0.0 43 0 . B 2. B O . 0 0.4 1.6 0 .0 38 0 .9 11.1 0.0 -1. 9 13.2 0.0 Page R2 03/26/10 USER NAME:BMSCHRADERDATE: 3/26/10 20./JOB NAME:46715A FILE;m4-1.fra Ceco Building Systems FRAME DESCRIPTION: Highway 34 & Iris Road, Mt. Pleasant, IA 526$~ 41./25./30. MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES: (I) All reactions are in kips and kip-ft. FRAME ID #04 LOCATION:frame lines 1,8 PAGE; 4-4 TlME:16:26:26 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTATIONS © LON) COMBINATION DESCRIPTION 14 DL +COLL +ADW +AIVIL +AIH1R 19 35 38 39 42 43 62 64 73 75 206 207 210 211 214 226 263 271 DL +COLL +ADW +AIVIR +AIH1L 1.0382DL +0.75LL +1.0382COLL -O.525EQ +1.0382ADW +1.0382AID1L 1.0382DL +0.75LL +1.0382COLL +O.525EQ +1.0382ADW +1.0382AID1R 1.0382DL +0.75LL +1.0382COLL -0.525EQ +1.0382ADW +1.0382AIDIR 0.5491DL +O.7EQ +O.5491ADW O.5491DL -O.7EQ +O.5491ADW O.6DL +WLI +0.6ADW O.6DL +WL2 +0.6ADW O.6DL +WL3 +0.6ADW O.6DL +WL4 +O.6ADW DL DL DL DL DL DL DL DL +COLL +COLL +COLL +COLL +COLL +COLL +COLL +COLL +0.75SNOW +ADW +O.75AIVIL +0.75AIH1R +0.75SNOW +ADW +O.75A1V1L +0.75AIHIL +O.75SNOW +ADW +O.75AIVIR +O.75AIHIR +0.75SNOW +ADW +0.75AIVIR +O.75AIHIL +0.75SNOW +0.75WLI +ADW +O.75AIVIL +O.75AIHIR +O.75SNOW +0.75WL2 +ADW +O.75AIVIR +O.75AIH1R +O.75SNOW +O.75WL3 +ADW +O.75AIVIL +0.75AIHIL +O.75SNOW +0.75WL4 +ADW +O.75A1V1L +0.75AIHIL Page R3 03/26/10 Ceco Building Systems FRAME DESCRIPTION: USER NAME:BMSCHRADERDATE: 3/26/10 Highway 34 & Iris Road, Mt. Pleasant, IA 526~£ 41./25./30. 20./JOB NAME:46715A FILE:m1-1.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 2-7 NOTES: (I) All reactions are in kips and kip-ft. (2) The seismic overstrength factor (omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.500 REACl'ION NOTATIONS /,,"" HL-/IVL HR © WAD GROUP REACl'ION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8.0XIO.OXO .375 12.DX10.0XD.375 ANe. RODS (4) -3/4 (4)-3/' LOAD GROUP HL VL LNL HR VR LNR DL 0 .4 2.9 0.0 -0 .4 3 .3 0.0 COLL 0 .2 1 .2 0.0 -0 .2 1 .2 0.0 SNOW 4.0 24 .6 0.0 4 .0 24. 6 0.0 ADW 0.1 2 .0 0.0 0 . 1 2 . 0 0.0 A1D1L 0.1 2. 5 0.0 -0 . 1 2 .1 O . 0 AID1R 0.1 2.1 0.0 -0. 1 2 .5 O. 0 LL 2.0 12.3 O. 0 -2 . 0 12 .3 O . 0 A1V1L 0 . 4 11. 3 O . 0 0.4 2 .5 O. 0 AIHIR -1. 0 -1 .1 O. 0 -1. 0 1.1 0 .0 AIH1L 1. 0 1 . 1 O. 0 1.0 -1 .1 O . 0 AIV1R 0 .5 2 . 6 O . 0 -0.5 11. 3 0 .0 RBDWEQ 0 .0 2 .6 0 . 0 0.0 O . 0 O. 0 EQ -1 .1 1.3 O. 0 1. 1 1 .3 0 .0 RBUPEQ 0 .0 -2.6 -1 .6 0 .0 O. 0 0 .0 WLI -4 .6 -10.7 0 .0 -3. 6 -3.8 0 .0 WL2 -5 .9 -7. 0 0 .0 -2 .2 -0 .2 0.0 WL3 4 .6 -2. 6 0.0 5 . 6 -11. 9 O . 0 WL4 3.2 1 .1 0.0 6 . 9 -8 .3 O . 0 LWLI 2 .2 -10 .0 0.0 -1 .7 9. 3 O. 0 RBUPLW 0.0 -1. 6 -1. 9 0 .0 O. 0 o. 0 Ipnp GROUP PESCRIPTION DL COLL SNOW ADW AIDIL A1D1R LL AIV1L AIHIR AIH1L AIV1R RBDWEQ EQ RBUPEQ WLI WL2 WL3 WL4 LWLl RBUPLW Roof Dead Load Roof Collateral Load Roof Snow Load Auxiliary Dead Weight Auxiliary Crane #1 Dead Loading #1 Auxiliary Crane #1 Dead Loading #1 Roof Live Load Auxiliary Crane #1 Auxiliary Crane #1 Auxiliary Crane #1 Vert Harz Harz Loading #1 Loading #1 Loading #1 Max. at Left Max. at Right Max. at Left to the Right to the Left Auxiliary Crane #1 Vert Loading #1 Max. at Right Downward Acting Rod Brace Load from Long. Seismic Lateral Seismic Load [parallel to plane of frame] Upward Acting Rod Brace Load from Longit. Seismic Lateral Primary Wind Load Lateral Primary Wind Load Lateral Primary Wind Load Lateral Primary Wind Load Longitudinal Primary wind Load Upward Acting Rod Brace Load from Longitud. Wind PAGE: 1-2 TlME:16:13:56 Page R4 03/26/10 Ceco Building Systems FRAME DESCRIPTION: USER NAME:BMSCHRADERDATE: 3/26/10 PAGE: 1-3 Highway 34 & Iris Road, Mt. Pleasant, IA 526~s 41./25./30. 20./JOB NAME:46715A FILE:m1-1.fra SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #01 LOCATION:frame lines 2-7 NOTES: (1) All reactions are in kips and kip-ft. TIME:16:13:56 (2) The seismic overstrength factor (Omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.500 REACTION NOTATIONS HR LOAD GROUP REAC'I'ION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8. OXIO.OXO. 375 12 . OXIO. OXO. 375 ANC. RODS (4) -3/4 (4)-3/4 LOAD GROUP HL VL LNL HR VR LNR LWL2 2 .2 8 .7 0.0 1 .7 -10 .6 0.0 LWL3 2.5 -6 .3 0.0 -2 .5 -5.5 0.0 LWL4 2 .5 -5. 8 0.0 -2.5 -6.1 o. 0 RBDWLW 0.0 l. 6 0.0 0.0 0.0 0.0 t.Olm GROUP DESCRIPTION LWL2 Longitudinal Primary Wind Load LWL3 Longitudinal primary Wind Load LWL4 Longitudinal Primary Wind Load RBDWLW Downward Acting Rod Brace Load from Longit. Wind Page R5 03/26/10 Ceco Building systems FRAME DESCRIPTION: USER NAME;BMSCHRADERDATE; 3/26/10 PAGE: 1-4. Highway 34 & Iris Road, Mt. Pleasant, IA 526~$ 41./25./30. 20./JOB NAME:46715A FILE:m1-1.fra MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION:frame lines 2-7 NOTES; (l) All reactions are in kips and kip-ft. TIME:l6:l3:56 {2} These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. (3) The seismic overstrength factor (Omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.500 REACTION NOTATIONS HL-/IVL C0 "" "''' , HR IVR ® LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8 .OXIO.OXO.375 12 .OXIO.OXO. 375 ANC. RODS (4) 3/4 (4) -3/4 LOAD COMB HL I VL ILNL HR I VRI LNR GRAVITY LOAD COMBINATION 5 5.1 33.1 0.0 -4 .7 33.3 0.0 147 5. 0 34.1 0.0 -3 .1 25.7 0.0 43 0 .3 0 .9 -1.2 -0 .3 2.9 o. 0 6 4 .7 32 .5 O. 0 -5.1 33.8 O. 0 150 3 .1 25 .4 0.0 -5.0 34.4 o. 0 WIND LOAD COMBINATION 171 9.0 32.8 0 .0 1. 5 16 .2 0.0 60 -5.7 -4.1 O. 0 -2 .6 3. 0 O. 0 179 8 .1 35.6 0 .0 2 .6 18 .9 0 .0 62 2 .5 -8.7 -1 .9 -2 . 0 -6. 1 o . 0 61 2 . 5 -8.7 -1. 9 -2.0 -6 .1 o . 0 71 3 .6 4.1 0.0 6.7 -5. 2 0 .0 154 -D. 7 23.6 0 . 0 -8.0 25.4 o . 0 166 1. 6 19.8 0 .0 -7 .0 34.7 0 .0 69 4 .9 0.4 0 .0 5.3 -8.8 o. 0 TRANSVERSE EAR'l"HQIJAKE LOAD COMBINATION 41 3.1 18.5 0.0 -1 .7 17.7 0 .0 46 -0.5 1.7 0.0 -1. 0 3.8 0 .0 37 3.1 19.0 0 .0 -}. 7 17.3 0 .0 47 1.1 3.6 0 .0 0.5 1.9 0 .0 40 1.7 16.9 0 .0 -3.1 19.4 o. 0 Page R6 03/26110 Ceco Building systems FRAME DESCRIPTION: USER NAME;BMSCHRADERDATE; 3/26/10 Highway 34 & Iris Road, Mt. Pleasant, IA 526~£ 41./25./30. 20./JOB NAME;46715A FILE;ml-l.fra PAGE; 1-5 MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #01 LOCATION;frame lines 2-7 NOTES: (1) All reactions are in kips and kip-ft. TlME:16:13:56 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic prOvisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. (3) The seismic overstrength factor (Omega) is not included in the "LEQ" Load Group reactions. Seismic "BASE-ONLY" combination reactions include an overstrength factor of: 2.500 REACTION NOTATIONS © LOAD COMBINATION DESCRIPTION 5 6 37 40 41 43 46 47 60 61 62 69 71 147 150 154 166 171 179 DL +COLL +SNOW +ADW +AIDIR DL +COLL +SNOW +ADW +AIDIR 1.0382DL +O.75LL +1.0382COLL -O.525EQ +1.0382ADW +1.0382AIDIL 1.0382DL +O.75LL +1.0382COLL +O.525EQ +1.0382ADW +1.0382AIDIR 1.0382DL +O.75LL +1.0382COLL -O.525EQ +1.0382ADW +1.0382AIDIR O.5491DL +O.7RBUPEQ +O.5491ADW O.5491DL +O.7EQ +O.S491ADW O.5491DL -O.7EQ +O.5491ADW O.6DL +WL2 +O.6ADW O.6DL +LWLl +O.6ADW +RBUPLW O.6DL +LWLI +O.6ADW +RBUPLW O.6DL +WL3 +O.6ADW O.6DL +WL4 +O.6ADW DL +COLL +O.75SNOW +ADW +O.7SAIVIL +O.75AIHIL DL +COLL +O.75SNOW +ADW +O.75AIVIR +O.75AIHIR DL +COLL +O.75SNOW +O.75WLl +ADW +O.75AIVIL +O.75AIHIR DL +COLL +O.75SNOW +O.75WL2 +ADW +O.75AIVIR +O.75AIHIR DL +COLL +O.75SNOW +O.75WL3 +ADW +O.75AIVIL +O.75AIHIL DL +COLL +O.75SNOW +O.75WL4 +ADW +O.75AIVIL +O.75AIHIL Page R7 03/26/10 Ceco Building Systems FRAME DESCRIPTION: USER NAME:jawillharn DATE: 3/30/10 PAGE: 5-2 Highway 34 & Iris Road, Mt. Pleasant, IA 526~I 30./26.417 main building a JOB NAME:4671SA FILE:p5-1colchangejw.fr a SUPPORT REACTIONS FOR EACH LOAD GROUP FRAME ID #05 LOCATION:bays 4-(plane SWC) NOTE: All reactions are in kips and kip-ft. TIME:08:27:40 REACTION NOTAT ONS PORTAL. ~ 5w c... HR LOAD GROUP REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE 8 . OX1 7 . 2 5XO . 375 B. OX17 .25XO. 375 ANC. RODS (4) -3/4 (4) -3/4 LOAD GROUP HL VL LNL HR VR LNR DL 0.0 1.0 0.0 0.0 1.0 0.0 EQ -2.4 -4.5 0.0 -2.5 4.5 0.0 WLl -1. 9 -3.9 0.0 -2.0 3.9 0.0 WL2 2.01 3.9 0.0 1.9 -3.9 0.0 !.QAD GROOP QESCRIPTION DL Roof Dead Load EQ Lateral Seismic Load [parallel to plane of frame] WLl Lateral Primary Yllind Load WL2 Lateral Primary Wind Load Ceco Building Systems FRAME DESCRIPTION: USER NAME: jawillham DATE: 3/30/10 PAGE: 5-3 Highway 34 & Iris Road, Mt. Pleasant, IA 526~I 30./28.417 main building a JOB NAME:46715A FILE:p5-1colchangejw.rr a MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS FRAME ID #05 LOCATION:bays 4-(plane SWC) NOTES: (1) All reactions are in kips and kip-ft. TIME:08:27.40 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include ma~ification factors when so required by the seismic provisions of the applicable code for ASD design. It lS the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. REACTION NOTAT ONS i>bRTAL FRAME HR LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE B.OX17.2SXO.37S B.OX17.2SXO.375 ANC. RODS (4) -3/4 (4) -3/4 LOAD COMB HL I VL ILNL HR I VR ILNR GRAVITY LOAD COMBINATION 1 I 0.01 1.01 0.01 0.01 1. 01 0.01 2 0.0 1.0 0.0 0.01 1. 01 0.0 WIND LOAD COMBINATION 13 2.1 5.1 0.0 2.0 -3.0 O. 0 16 -2.0 -3.4 0.0 -2.1 4.6 O. 0 17 2.1 4.6 0 . 0 2.0 -3.4 o . 0 12 -2.0 -3.0 0.0 -2.1 5.1 O. 0 TRANSVERSE EARTHQUAKE LOAD COMBINATION 5 1.8 4.3 0.0 1.7 -2.1 0.0 8 -1.7 -2.6 0.0 -1. 8 3.8 0.0 9 1.8 3.8 0.0 1.8 -2.6 O. 0 4 -1. 7 -2.1 0.0 -1. 8 4.3 0.0 LOAD COMBINATION DESCRIPTION 1 DL 2 DL 4 1. OS09DL +O.7EQ 5 1. OS09DL -0.7EQ 8 O.S491DL +0.7EQ 9 O.S491DL -0.7EQ 12 DL +WLl 13 DL +WL2 16 D.6DL +WLl 17 D.6DL +WL2 Ceco Building Systems FRAME DESCRIPTION: Hig~way 34 & Iris Road, Mt. Pleasant, IA 526Endwall EWD PATH: R:\Jobs\Active\ENG\12-B-46715\verOl-BMSCHRADER\Bldg-A\run06\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. REACTION NOTATIONS IVL © IVR ® LOAD GROUP REACTION TABLE USER NAME BMSCHRAD DATE: 3/26/10 PAGE: EW-l JOB NAME:46715A FILE:REW3BLDGl TlME:12:56:11 COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 BASE PLATE o. OXO.OXO.O o. OXO.OXO.O ANe. BOLTS N/A N/A LOAD GROUP HL VL LL HR VR LR D o. o. O. o. O. o. w+ o. O. O. O. O. o. w-o. O. O. O. O. o. LOAD GROUP DESCRIPTIQll D w+ w-DEAD LOAD WIND LOAD AS AN INWARD ACTING PRESSURE WIND LOAD AS AN OUTWARD ACTING SUCTION 8.0X12.0XO.37S (4) -3/4 Hl Vl Ll o. 0 .362 o. O. O. 4 .536 O. O. -5. 040 Page R10 03126110 Ceco Building Systems FRAME DESCRIPTION: USER NAME:BMSCHRAD DATE: 3/26/10 PAGE: EW-2 Hi~hway 34 & Iris Road, Mt. pleasant, IA 526Ebdwall EWD PA~: R:\Jobs\Active\ENG\12-B-46715\verol-BMSCHRADER\Bldg-A \run06\ MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES: (1) All reactions are in kips and kip-ft. JOB NAME:46715A FILE:REW3BLDGI (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so required by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design. TIME:12:56:11 REACTION NOTATIONS lVL © LOAD COMBINATION MAXIMUM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE O.OXO.OXO.O O.OXO.OXO.O ANC. BOLTS N/A N/A LOAD COMB HL I VLI LL HR I VRI LR iffiID LOAD COMBINATION 1 2 I ~ I ~: I ~: I o o. TeAp COMBINATION PESCRIPTION 1 O. 60D + W+ 2 O.60D + WINTERIOR COLUMN 1 8. OX12.0XO.375 (4)-3/4 HI I VI j LI ~: I o. o. Page R11 03/26/10 Ceco Building Systems FRAME DESCRIPTION: USER NAME:BMSCHRAD DATE: 3/26/10 PAGE: EW-3 Highway 34 & Iris Road, Mt. Pleasant, IA 526Endwall EWE JOB NAME:46715A FILE:REW4BLDGI PATH; R:\Jobs\Actlve\ENG\12 -B-46715\verOl-BMSCHRADER\Bldg-A\runOG\ SUPPORT REACTIONS FOR EACH LOAD GROUP NOTE: All reactions are in kips and kip-ft. REl\CTION NOTAT ONS LOAD GROUP REl\CTION TABLE ENhwALL COLUMN LEFT COLUMN RIGHT COLUMN INTERIOR COLUMN 1 BASE PLATE O.OXO.DXO.O o. OXO.OXO.O ANC. BOLTS N/A N/A LOAD GROUP HL VL LL HR VR LR D o. o. o. o. o. o. w+ o. o. o. o. o. o. w-o. o. o. o. o. o. un", GROUP PESCRIPTION D w+ w-DEAD LOAD WIND LOAD AS AN INWARD ACTING PRESSURE WIND LOAD AS AN OUTWARD ACTING SUCTION 8 .OX12.0XO. 375 (4) 3/4 Hl Vl Ll o. 0.362 o. o. o. 4 .536 o. o. -5. 040 c.. TlME:12:56:11 Page R12 03/26/10 Ceco Building Syst"ems FRAME DESCRIPTION: USER NAME:BMSCHRAD DATE: 3/26/10 PAGE: EW-4 Highway 34 & Iris Road, Mt. pleasant, IA 526~bdwall EWE PA~: R:\Jobs\Active\ENG\12-B-46715\verOl-BMSCHRADER\Bldg- A\run06\ MAX. SUPPORT REACTIONS FOR LOAD COMBINATIONS NOTES: (1) All reactions are in kips and kip-ft. JOB NAME:46715A FILE:REW4BLDG1 (2) These reactions are from loads determined from the applicable code for ASD design. Seismic loads are limit state and include magnification factors when so requlred by the seismic provisions of the applicable code for ASD design. It is the responsibility of the foundation designer to apply the load factors and load combinations appropriate for the concrete foundation design TIME:12:56:11 REACTION NOTAT ONS IVL ® LOAD COMBINATION MAXIMlJM REACTION TABLE COLUMN LEFT COLUMN RIGHT COLUMN BASE PLATE O.OXO.OXO.O O.OXO.OXO.O ANC. BOLTS N/A N/A LOAD COMB HL I VL I LL HR I VR I LR WIND LOAD COMBINATION 1 2 I ~ I o. o. o. o. o. o. reap COMBINATION DESCRIPTION 1 a.60D + w+ 2 O.60D + w-INTERIOR COLUMN 1 8 .OX12.0XO.375 14) -3/4 Hl I Vl I Ll ~: I o. o. Page R13 03/26/10 . , • -~tech HEPWORTH PAWLAK GEOTECHNICAL July 27,20 10 Kuersten Construction Attn: Chance Wan'en Box 1350 Rifle, CO '81650 chance@kuerstenconstruction,com ~'{~~,,~,,~ '. "".,.JI. ',. I.. : L' .... ~-; . , I t "J'11 llih I ',I\dII I :L,.,I "II1Il~,d. l n, ;,1!. \ I "1I111 1 ~. I 10 I I :; I (JI,:IIII,,,.,1 "' I 1111:":" \ ,,1"1.1.1., " iN'! l '!ulfl,_,Q7l''' I; ('J""K I ,I <)/1' 'n~ .,\-1 1-1 '-lll.1d hl'~I+,11111'C!"" I ' dl ~" 11I Job No. 110 237A Subj ect: Observation of Excavation, Proposed Steel Structure to Hduse Compressors, 4 Miles West of Rifle, Garfield County, Colorado Dear Mr. WaITen: As requested, a representative of HepwOlth-Pawlak Geotechnical, Inc. observed the excavation at the subject site on July 2 1, 20 I 0 to evaluate the soils exposed for foundation SUPPOlt, The findings,of our observations and recommendations for the found ation design are presented in this report, The services were perfon11ed ill accordance with our agreement for profess ional engineering serv ices to Chance Wan'en, dated July 20, 20 I O. The proposed structure will be a pre-manufactured, metal frame building on co lunm supports, Proposed, pads are 5 foot square. Tbe structure is to house six exist ing compressor engines on the site. A maximum so il bearing pressure of 1,500 psfwas used for design. We are not aware of geotechnical information developed for the compressor foundation s, At the time of our visit to the site, the foundation excavation had' been cut in one level ji-om2 to 4 feet b'elow the adjacent ground surface. The soils exposed in the bottom of the excavation consisted o[ silty sandy CIay.-Results ofswell-consolidation testillg performed on' samplesJaken fj'O\11 the site, shown on Figure I, indicate the soils have a slight compression potential under' Jight loading and a moderate compression potential under conditions of loadipg after wett ing, All unconfmed compressive test was performed on a sample of stiff si lty clay resultii!it.in a strength of about 4,800 ps( The laboratory test results are sunu11arized in.Table '1.' No ~'ee water was encountered in the excavation and tb", sqj ls were slight ly 'moist to moist. ' .. '~~,,:.... ' '",' , Considering the cond itions exposed in the excavation and the nature of the proposed construction, spread footings placed 011 the. u~di st urb ed natural so il designed for an allowable soil bearing pressure of 1,500 psfstibuld be adequate for support of the proposed structure. The exposed so ils tend to compress when wetted and there could be some post-construction differentia l settlement of the foundat ion mainly if the bearing soils become wet. FootillgS should be a minimum width of 18 illches for continuous walls and 2 feet for co lunms. Any loose disturbed so ils ill tooting areas should be 1'01 I ~l') (-II III') • ('Ollll,II I" 'I'lill' I ) ,I )() • 11\ [1'1 Ill! tJ/) f(1 I) J Kuersten Construction July 27, 20 I 0 Page 2 removed and the bearing level extended down to the undisturbed natural soils. Extelior footings should be provided with adequate soil cover above their bearing elevations for ·frost protection. Continuous foundation walls should be reinforced top and bottom to span local anomalies such as by assuming an unsupported length of at least 12 feet. Foundation walls acting as retaining structures (if any) should also be designed to resist a lateral eatih pressure based on an equivalent fluid unit weight of at least 55 pcf for on-site soil as backfill. Structural fill placed within floor slab areas can consist of the on-site soils compacted to at least 95% of standard Proctor density at a moisture content near optimum. Backfill placed around the structure should be compacted and the surface graded to prevent ponding within at least 10 feet of the building. The recommendations submitted in this letter are based on our observation ofthe soils exposed within the foundation excavation and do not include subsurface exploration to evaluate the subsurface conditions within the loaded depth of foundation influence. This study is based on the assumption that soils beneath the footings have equal or better support than those exposed. The risk offoundation movement may be greater than indicated in this report because of possible variations in the subsurface conditions. [n order to reveal the nature atld extent of variations in the subsurface conditions below the excavation, drilling would be required. [t is possible the data obtained by subsurface exploration could change the recommendations contained in tllis letter. [fyou have atly questions or need fuliher assistance, please call our office. Sincerely, HEPWORTH -PA WLAK GEOTCHN[CAL, [NC. ~ ,,y ~ J 7 . l;.?-/------/Scott W. Richards Reviewed by: Steven L. Pawlak, P. SWRlksw attachments Job No. 110 237A ~tech Moisture Content ~ 10.0 perce nt Dry Density = 99 pcf 0 Sample of: Silty sandy clay I-t-:-. From: Footing Grade, SE corner 1 *' ') c .~ 2 c \ I( Compression co upon ."n-3 wetting , \ c 0 "Vi 2l 4 "-E \ 0 () 5 1\ 6 \ 0.1 1.0 10 100 APPLIED PRESSURE· ksf Moisture Content = 15.1 percent Dry Density = 102 pct Sample of: Silty sandy clay From: Footing Grade, NW corner 0 *' --c ....... ..... 0 i'--"0; 1 ffi ~ /No movement ."n-( upon , 2 wetting c ~ 0 'Vi '~" "-3 E \ 0 () 4 \ 0.1 1.0 10 100 APPLIED PRESSURE· ksf 110 237A ~ SWELL-CONSOLIDATION TEST RESULTS Figure 1 HEPWORTH-PAWLAK GEOTECHNICAL. HEPWORTH-PAWLAK GEOTECHNICAL, INC. TABLE 1 Job No. 110 237A SUMMARY OF LABORATORY TEST RESULTS SAMPLE LOCATION NATURAL GRADATION AmRBERG LIMITS UNCONFINED MOISTURE NATURAL GRAVEL SAND PERCENT DRY DENSITY PlASTIC COMPRESSIVE SOil OR IN BOTTOM CONTENT PASSING NO. UQUIOUMIT STRENGTH 1%) 1%) INDEX BEDROCK TYPE EXCAVATION 200 SIEVE 1%) Ipcf) 1%) 1%) (PSF) Northeast Comer 14.1 99 Silty Sandy Clay Southeast Comer 10.0 100 Silty Sandy Clay Northwest Comer 15.1 102 Silty Sandy Clay North Middle 15.1 110 4860 Silty Sandy Clay WEST SLOPE TESTING & INSPECTION LLC 3177 Glendam Dr Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 9-15-10 Garfield County Building Inspection Dept. 108 8th St., Suite 401 Glenwood Springs, CO 81601 Page 1 of 1 Please find enclosed special inspection report for Vasser-Heath Compressor Building West of Rifle, CO. Thank You; Doug Young West Slope Testing & Inspection LLC 3177 Glendam Dr. Grand Junction, CO 81504 Phone: 970-434-6988 Cell: 970-260-2844 Date: 9-13-10 Inspection Report Client: HP Geotech (Job #HP 110237 A) Project: Vasser-Heath Compressor Station Compressor Building Address: 0013 Power Line Rd. Rifle, CO Building Permit No.: BLCO-6-10-1571 General Contractor: Kuersten Construction LLC Inspection of shop fabrication or field work at job site: Field Report #1 Page 1 of 1 Report: Visually inspected the high strength bolting at the main frame, end wall frame, and portal frame column & rafter connections. Also randomly tested some of the high strength bolting at the main frame & portal frame connections for proper tightness. Verified rod & flange bracing was installed. Noticed a couple of bolts that needed to be installed & some bolts that needed some additional tightening. These items were corrected. Then the high strength bolting inspected above appeared to be in significant conformance with the plans & details, and appeared to meet the quality requirements ofthe AISC Specification for Structural Joints Using ASTM A325 or A490 Bolts. To the best of my knowledge this completes the special inspection ofthe high strength bolting & steel frame details as outlined above. Permit Card Garfield County Building and Planning Department 108 8th Street, Suite 401 Glenwood Springs, Cp 81601 Phone: (970)945-8212 Fax: (970)384-3470 POST ON SITE Permit NO. BLCO-6-1 0-1571 AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described-structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. Commercial Building Parcel #:217528100024 I Owner's Name: RANCHO GRANDE, L,LC & HEATH, MARILYN L, LLC I i Job Address: '1.t : Owner's Phone: 970-216-0358 PARACHUTE, CO total Square Feet: 7995 I--'C"-'o"'n"-t"'r-"a"'c"'t o"'a!.li·"'.·.·~:.'f--·. ______ ---'P--'h"'0c:.n:..:e ____ --c.Prc:.im:.=c;ary Contractor Work Description: I Inspection Scheduling Code Footers Framing Gas ADDITIONAL INSPECTIONS MAY BE REQUIRED POST THIS IN CONSPICUOUS PLACE WHEN CONSTRUCTION IS STARTED For Inspections Call: 1-888-868-5306 "-:::_':l.-:; /+ _ -SI-\l,,",O~VlO~ _ _ ~:~\ ~,\ =~;s.-;:-=--::;-PROPOSED 12" -"'21 -~ P.D.B. SEC.-B -TlE .... ,\ .. ~~ /' 1 J ® "''''-''~ _ " ~I--===--~=-Z2~ NATURAL CAS PIPEUf'IE 1 _ -:;:.-,,~;:~1l~ TO TIlE (.1/~ COR. ~ ~ . , SEC "A" =-== 1=--:= ,t SJ~;73". E, ; \ ~_ \ 6.6,56 \' ...... -" \ 30' ~ ~~-~ J -;::"'~ w. F. q,oUGIl I ____ ~ _ S?r~ --~-.n 1--) PROPOSED 12" f~r-=-~~B9' =~= VAS; ~n~T:' ;., _-, ~~~~A\~~S":.IPELINEI i-0" " Q.-;==k"e1l " -1" /4--~I~~&AU'" 114-2r' ~\ T 1 .., o· I 0' , nuv 16-:7" ... \;.. \" 0. ". PlPrul~ J ' .,QJ) 0'" 'I': , PO' ~C. -.-~, ~"--"-.-,""~mE 1 l ' '," ,,~ :/I.i 10 mE E 1/4 COR -± 1296 ' \ .1 4' I 566'3 '0":. = ,r_ 1-]32~ 46' RU ... 21-211 I ~ft .~ -" "~ ~ ", ~\9-PO,B, SEC:.-" l~ '','i' . 'o;nl . \ ,.,.;~1 SEpCo "".8 " ~~~ I '\4-0~ ~\ 1/4 ~OR: ------;, -:,1.: ...0. q! ~ 'a:'\~. -C TlE TO THE E '..~,.i" ,® "E"Xu. ,0~_ .;;~ ~~fl b ~ <: ~ 'f'A <' " 541'22 o~ E. ... ' ~J ,uv"" -,, ./" ,j\ -~ .. 635 47 .. ~ '\.,. 10' ..-'<-"-fC'~ ~ \_ \ ~}" ;f' PROPOSED 27 " AUV m-27 I _ _ --~ --\ --I -,-"""TtEMH 28 """,u,, ~ I~~_' .j COUPAESSOR 1/_ CORtIUl: t ~:;;; I. \ -_ 1 "-' STATlOH ! ~. \. ,~ . ~< 12,'" 1" _--!;;J" '" , Ru'" 100-15 0----~'S ., ,\ ' I ., S' __ .::-.;:-~ AUV ~-2D ~ I ~ .,.''4.(,'\ ,I,ll 9 ...... 4-:.,. " __ __ .. ~ \ ~ ~ ~ -.-~ '" ~',~, ~ ~\ .t, \~ r, ,",; PROPOSED 12 n. ..... 2-~7 I NATURAL GAS PIPELINE II '~ 't~ \ " ' ""~ "~ _ ~ ___ Nt -'+ __ _ I T ~\ \ ~ (~AUV ~-" ~~\ 1 I ~ (~~ 1 l\IT ~ 1 ~'~, ® ~ H-~!A " , \" ",o\, ,9-tI ~ .. ,j-4' Rl.t ... +£-211 "'" , ],=--Ji!J ( ' ,.3-27 10' " RI.'USau ... ~ ~ :Q'I ~ _I £X.:r~ ... Pip(UM[ \. --.... ' \'" JACOBS 1527 Cole Blvd., Bldg 2 Suite 100 Golden. CO 80401 Ph·303-462·7000 Fax-303-462·7004 TO: Cody Smith Wagon VVheel Consulting, Inc. 111 E. 3rd Street, Suite 213 Rifle, CO 81650 Email: Cwsmith1980@aol.com PH: 970-625-8433 Subject: Issued For Approval Document Transmittal Transmitted By: Gail BeamerfTDC Transmittal": JE-WMJ001 Date: 09121/05 Project #: Project Name: Heath Compressor Station PO: Responsible Engineer. David 8eehler/JE Sent via email. Remarks: Please approve and return comments by 09/27/05. Thanks. Distribution: C. SmithIWvV -1pdf Drawln No, HEATH-C-l00 A D. Beehler/JE -1T TDC/JE -n Status IFA Site Grading Plan Heath Compressor Station Garfield County, Colorado Page 1 of 1 Comments 1 ~:--1ty II ~ineering DelWh bnent To: Date: Project: Re: Andy, Garfield County Building and Planning Attn. Andy Schwaller Tuesday,Ckrtober18,2005 Webster Hill Compressor Station by Williams Energy Engineering Department Review of the proposed grading permit I have reviewed the above-mentioned roadway design plans per Garfield County grading permrt requirement, and Appendix J of the 2003 I BC. I have the following comments and recommendations for the permit applicant 1. General comments 1.1. It appears the design and specifications for the above mentioned project meet the requirements and recommendations of both Garfield County and appendix J of the IBC per my review. If you have any questions or concems, please do not hesitate to call. Sincerely, Jeff T Nelson Assistant County Engineer Page 1 of1 144 East Third Street, Rifle Co, 625-6172 ext. 4002 www.garfield-county.com. lnelson@garfield-C9unty.com , , ,<j: PR '-f?S' ' , ~., '~Vc')~' ",'1=>O ' "0 , "" I --------/ENsn". s· PIP' Wg , , , , , , , u Nvr.tOR 12 F ~J' , & NE COR #2 5JO •. 7'tr ! Sag'JS .4-4 E ~ C 2.9' O 300.00' ~ 5306.31 ~ j§ I" ~8 ~ g o N 2 'il 20X30 INLET ... 2-300 BL SCRUBBER TANKS .,"' , '1>,. PROPOSED CONTOURS s,)'U" /" \ STATION ~ ±1.38 ACRES 2-3516 CAT COMPRESSORS DD ~5302.70 ~'J6'44-W ~ 5305.70 Jj Sf. COR ,2 cWu CO R " ~Od.oo' 5300 _ /C J.g' ~7; ~ , , , , , , , , EXISTING _____ CONTOURS e~mueTION eu';;;\IE'Y&. INC. .:0.:012 euN'-IN Stove. &rL.T, CO 816p2 ".:0·8'6·&'&3 SCALE: 1~. SO' BARRcn/HEATH COlolPRtSSOI'l.OWG DATE: 08/18/05 ., .... N N Z Z o 0 ;:: ;:: ~ ~ (f) Vl • M • SE1/4, NE1/4 SECnON 26 T.6.S., R.94.W .,& ~ ;, ~"j"~ , QUANITIES CUT 164Q c.y. f!Ll 1630 c,y. NET (CUT) 10 c.y. Willi~ ~'~ 1058 COUN TY ROAD 215 PARACHUTE, COLORADO, 61635 • • • I /• • • • • 1 I· C LOUGH. 1 • -,zf-·1 . , • • • .-CLOUGH 1.//-/~f2 7A7 "0 "",~ 1 • 'y.J-o~ · ·\~O 1 . • ..o~.o \ • g..~~ '. . ,,:~ I • ~ ', . • • • • --SC"'LE: ," -1200' DATE: 08/01/05 I . • .I-• • • • ". • --' ~ ---•-•---------f :;;::-...2,.4------. • ! --I ~,:.", ..0 <""' .. '" 0«0"' ' ''' ~~ 8 • • J ? l • ~/l • • • I ~ • t~ :: . ~~". 12J:t~' ~~l : -1 r, =nJ ~2 I • ~ • • I • • • • -.-..".... . .,. • • PROPOSED 12' NATURAL GAS PIPEL,NES 01 CLOUGH .. ASSER/HEATH & BLM PROPERTIES LOCATED I'nTHIN SECTIONS 22.27.28.29 & 34, TOWNSHIP 6 SOUTH, RANGE 94 WEST OF THE 6TH PM. owc: SARRETI/HEA'TH _St.lIL[-PIF'Et,jAP COUNTY OF GARFIELD. STATE OF COLORADO PRoPOSED 12-NAT1JRAl. CAS PlPELlOE ON ClOUCiH PROPERTY -±22~'" (2'_3 WILES) ~OP05[O '2· NATUR,t.L GAS 'IPELIN( ON VASSERjli£A'TIi PROPERTY _ *77'7' (2L5 !AilES) PROPOSED 1r N ''l\JJ:l4 C"S PlPELfoIE ON 8UtI PROPERTY _ ::\:422' ::!: WILES) TOTAl ., :t5_9 WlI..ES -.... , ~-~-, ...:. -" -WilliiFnfs ~ 1058 COUNTy ROAD 215 PARACHUTE, COLORADO, 81635 -------------------SCALE: 1 " SCI' ........ j ~ .... , .. " . .... CONSTRUCTION SURVEYS, INC. 0012 SUNRISE BLVD. SILT, CO 81652 970-876-5753 8ARRETT/HEATH CO/.IPRESSOR..DWG DAre OB/1B/05 €R!J$J /!II<..I 8Ac:.a.5 --------------W,§Jl.®~~...£feg..b!.NL.:_ _____ _ -------~I .. I" SBB'J6'#~E '-y,-+-30.0. .0-0' $WI'}4€ ~ : ~.".,: HEATH" Co Ni"~ #2 , o ,'" 1 m ',;f;': 1I8~. ~ ~. .[,. .•.. ... C:": ::::: ...-..'·' ''' '/'''''rT~ tt il I d0 1•. Z .. _'. ~ ~ SZtJlON ;r±l'f iGBE~.J .' c.O r--C'\IN .... 5W CO~ rJ1 2.3'1 i :, 1-'" tbf~ ic!l'l' .. ,., .. , JOO,OO'j,. '., '''~~:'I .. ' RDP~ 4.IN e 'sw,o)c:.E' III (,ell. ~o' --<-i.e .. ,.. ",..,1/$"'Ie:> ...-. --. 6l30a"""'''' SEc.T 11-/'i CTyPIc..Ilt..) ~ 5305,70 -...tl~' I," C' .,,": .. /'c 3.9' .Jf .,Iff' Z o g. '" :Fu" t) ','W W '" '" .1'" " ... , SEI/4, NEI/4./.5tcnoN 28: /T.6.S .. R.9'.W ~ .. " .<l' ,.,~r'!J""~'" !!; ..<l' QUANJ]E$ CUT 1640 c.y, FILL 1630 c.y NET (CUT) 10 c.y. Will~s ~I'!I.OIJUC'TIOI<I 1058 COUNTY ROAD 215 PARACHUTE, COLORADO, 81635 i , , G ! ~ • !I I 'I ,, ie ,~i II G~ . ! ! . • ! Ii .~ ~B 0 'I, , z --1 ! ~ .. , " I'i,l ,! ,[ ~ Q ;:: i ' ~... 'M /, , , ///,l , , \ \ , , , , , , /j't~~ /,". ,I //, I /,, /I SY,," ___ _ \ I -J //L /I ,i I, I I , I -\-l--f-1--1 ~ , I, ~ i' ,i I, ,I I , ,I I, I Account Page 1 of 1 Account: R019014 Location Owner Information Assessment History Parcel Number 2175-281-00-024 Units1 Owner Name RANCHO GRANDE, LLC & Actual (2010) $1,570 Owner Address 102 N E 4TH Primary Taxable $460 Situs Address City Parachute ZipCode 81635 PERKINS, OK 74059 Tax Area: 019 Mill Levy: Tax Area 019 -2HB-RF -019 Legal Summary Section: 28 Township: 6 Range: 94 SWNE, SENE, NESE, LOTS 2 (25.0AC), 3(31.75AC), 4(45.0A), TR IN THE SENW CONT. 4.6A, SEC. 27 PT OF LOT 4(26.90A), 5(16.35A), LYING ON TOP & W OF TOP OF WEBSTER HILL, LOT 6(13.70AC) Transfers Sale Price Sale Date 02/19/2008 12/01/2007 05/26/2007 0910912005 Tax History Tax Year Images Taxes • GIS Doc Type MEM MEM EAS AGR 44.8370 Ty pe Actual Assessed Acres Land $1,570 $460 283.300 Book Page B: 1941 P: 136 B: 1771 P: 828 *2010 $20.64...-_-= ____________ -=_---, 2009 $20.64 * Estimated F~~~----, \ https:llact. garfield-county .com/assessor/taxweb/account.jsp?account N um=RO 190 1... 6/2/2010