HomeMy WebLinkAboutApplication-Permit.pdfI 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. Parcel No: 2447-111-00-012 Locality: Job Address: 3900 CR Parachute Use of Building: _ ........ . Natural.S-'.a.s. Compresso,:.6c;oustical Encl~sure #C321 Owner: Contractor: Williams
Production RMT Co. ~,---"--,--. ".,~~~~-~-,--~ -""~"-'---~--,',---.~~--------,.-Fees: Plan Check: $ 280.57 Septic: ""-'.,,---_._--,,,., Bldg Permit: $ 431.65 Other Fees: Total Fees:
$ 712.22 __ .• _ ... Date: I
I GARFIELD COUNTY BUILDING PERMIT APPLICATION 108 8'h Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-82121 Fax: 970-384-34701 Inspection Line: 970-384-5003 www.garfield-county.com
Parcel No: (this infOnnation is available at the assessors office 970~945-9134) 2447-111-00-012 Please contact Phil Vaughan 970-625-5350 with questions and when permit is ready, 2 Job
Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description e{c-'D 3900 County Road 306 Parachute, CO 81635 NW1/4NW1/4Section12,
T8S, R96W-Acoustical EnclosureC-321 \ 3 Lot No: ~1~Ck_~o: Subd.l Exemption: "-./Ji 4 Owner: (pmperty owne,l1'! ,rl ~r n" Dr· Mailing Address: Ph: AltPh; Hyrup Investments, LLLP 69 Rampart
Parachute, CO 81635 970-285-9906 5 Contractor: Mailic: Address: Ph: AltPh: Williams Production RMT CO. 4289 R 215 Parachute, CO 81635 970-263-2743 6 Architect /En~neer: Maili~ Address:
Ph: Alt Ph: Gene Potter .E. 4892 . 131st PI.Thornton,C080241 720-903-7607 7 7~'li Ft. of Building: S~ Ft. or Acres of Lot: Heifht: No. of Floors: 48 acres 17'-0" 1 8 Use ofBuildiue:
-dt rc ---3d I /Natural Gas ompressor Acoustical Encl()sure-F2 Occupancy 9 Describe Work: Building and compacted structural fill with skid on grade 10 Class of Work: ~New o Alteration
o Addition 11 Garage: Septic: o Attached o Detached o ISDS o Community 12 Driveway Permit: Owners valuation of Work: $ 150,000.00 NOTICE Authority. This appiication for a Building Permit
mu.~t be signed by the Owner of the property, described above, or an authorized agent. Ifthe signature below is not that of the Owner, a separate letter of authority, signed by the Owner,
must be provided with this Application. Legal Access. A Building Pennit cannot be issued without proof of legal and adequate access to the property for purposes of inspections by the
Building Department. Other Permits. Multiple separate permits may be required: (I) State Electrieal Pennit, (2) County ISDS Permit, (3) another permit required for use 011 the property
identified above, e.g. State or County Highwayl Road Access or a State Wastewater Discharge Pennit. Void Permit. A Building Permit becomes null and void if the work authorized is not
commenced within 180 days oftbe date of issuance and if work is suspended or abandoned for a period of 180 days after commencement. CERTIFICATION I hereby certify that I have read this
Application and that the information contained above is tItle and correct. J 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 \lpOn 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 tIle structure(s) and facilities detailed on the submittals reviewed by the Building Department. In consideration
oflhe issuance of the Building Pennit, I agrec that I and my agents wiI! comply witl) provisions of any federal, state or local law regulating the work and the Garfield County Building
Code, I8D8 regulations and applicable land use regulations (County Regulation(s», I acknowledge that the Building Pennit may be suspended or revoked, upon notice from the County, if
the location, construction or use of the structure(s) and facility(ics), described above, are not in compliance with County Regulation(s) or any oilier applicable law. I hereby grant
permission to the Building Department to enter the property, described above, to inspect the work. I further acknowledge that the issuance of the Building Permit docs not prevent the
Building Official from: (1) requiring the correction of errors in the submittals, ifany, discovered after issuance; or (2) stopping construction or use oftlle structure(s) or facility(ies)
if such is in violation of County Regulation(s) or any other applicable law. Review of this Application, incillding submittals, and inspections of the work by 1M Building Department
do not constitute an acceptance of responsibility or liability by the County of errorsl 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 architect designer, engineer and! or bllilder. I HEREBY ACKNOWLEDGE
THAT I HA VB READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: ~~~-----~~~\~ 4/2/09 OWNERS SIGNATURE DATE STAFF USE ONLY Special Conditions: C 1Wi"K, «'3(t~& ~e13V:;r Plan Check
Fee: Permit Fee: Manu home Fee: Misc Fees: ~·S'7 4:?;( .w6' ISDSFee: Total Fees: Ff!' Paid: Balance Due: ~ & Issue Date: ISDS No & Issued Date: 1!~.'22. :)Oi·BQ '2.07. ~3 1/273 1./IS,fY(
Setbacks: OCC Group: Const Type: Zoning: BL~D~~~~ ~\ , APPR~A~ ~DATE 4/f]/q ~GDEPT: " _~~~ ~~ 1/g;/('J~ APPRO AL ..... DATE
The following items are required by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned
by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior
doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove
and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and
privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including
guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating
circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department
for driveway installation, where applicable; as well as any final sign off by the Fire District, andJor State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE
ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY
OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR V ACA TING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by
the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. ~G~~-~~\0 OWNERS SIGNATURE 4/2/09 DATE Bapplicationdecember2007
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 pennit application and expedite the issuance of a pennit it is impOltant that complete infonnation
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 pennit issuance and in proceeding
with building construction. The owner or contractor shall be required to provide this infonnation 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 documeut to determiue if you have enough iuformation 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 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 matelial. Engineered foundations may be required. Check with the Building Department.
A window schedule. A door schedule. A floor framing plan, a roofing fi'aming 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 retumed.
All plans submitted must be in compliance with the 2003 mc, IPC, IMC, IFGC, and IFC. 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 properly line and not within a
previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any
structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the
proposed structure located within the envelope. Yes_X __ 2. Does the site plan when applicable include the location of the 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 cel1ified by a licensed surveyor with their signature and
professional stamp on the design. Yes Not necessary for this project _X _ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the
propel1y? Yes_X __ 4. Is the LS.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Yes Not necessary for this project._X _ 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 permit issuance only", "Approval
drawings only", "For permit issuance only" or similar language? YesX 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 building code or per stamped engineered design? Yes _ Not necessary for this projectX_ _ 2
7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes _ Not necessary for this project_X _ 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 _ Not necessary for project_X _ 9. Do the plans indicate
the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes_ _ Not necessary for this projectX_ _ 10. Do the plans include design loads as required
under the IDC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? YesX_ _ Not necessary for this project_ _ 11. Do the plans include design loads
as required for floor loads under the IDC or IRC? Yes_X __ Not necessary for this project __ 12. Does the plan include a building section drawing indicating foundation, wall, floor,
and roof construction? YesX_ _ Not necessary for this project_ _ ]3. Is the wind speed and exposure design included in the plan? YesX_ _ Not necessary for this project_ _ 14. Does the
building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? YesX_ _ Not necessary for this project_ _ 15. Does the
building section drawing or other detail include the method of positive connection of all columns and beams? Yes_X __ Not necessaIY for this project __ 16. Does the elevation plan indicate
the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable
zone district for building height maximum) Yes_X __ Not necessary for this project __ 3
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_ _ Not necessary for this projectX_ _ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes _ Not necessary
for this project_X _ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms andlor basements comply with the requirements of
the IBC or IRC? Yes_ _ Not necessary for this projectX_ _ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all
habitable rooms? Yes _ Not neceSSaIY for this project_X _ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent
to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing
for these areas? Yes_X __ Not necessary for this project __ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? YesX_ _ No
Not necessmy for this project_ __ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes_X __ Not necessary
for this projecto _ _ 24. Does the plan indicate the quantity, f011n, use and storage of any hazardous materials that may be in use in this building? Yes_ _ Not necessary for this projectX_
_ 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes _ Not necessary for this project_X _ 26. Do the plans indicate
the location and dimension of restroom facilities and if more than four employees and both sexes are employed, facilities for both sexes? Yes_ _ Not necessary for this projectX_ _ 4
27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes _ Not necessary for this project_X _ 28. Have two (2) complete sets of construction
drawings been submitted with the application? YesX 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes_X __ 30. Does
the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? YesX 31. Do your plans comply with all
zoning rules and regulations in the County related to your zone district? For comer lots see SUpplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. YesX
---32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? YesX_ _ 33. Do you understand that the Building
Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact"
fees required, at the time you pick up your building permit? YesX 34. Are you aware that you are required to call for all inspections required under the mc including approval on a final
inspection prior to receiving a Certificate of Occupancy and occupancy ofthe building? Yes_X __ 35. Are you aware that the Permit Application must be signed by the Owner or a written
authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? YesX 36. Are you aware that you must call in for an iuspection by 3:30
the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections
are to be called in to 384-5003. YesX_ _ 5
37. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? YesX 38. Are you aware that prior to submittal of
a building pennit 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 pennit from the federal government or any combination. You
can contact the Road & Bridge Department at 625-860 I. See Phone book for other agencies YesX 39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to perfonn installations and hookups? The license number will be required at time of inspection. YesX 40. Are you aware, that on the front of the building pennit application
you will need to fill in the Parcell Schedule Number for the lot you are applying for this pennit on prior to submittal of the building pennit application? Your attention in this is
appreciated. Yes_X __ 41. Do you know that the local fire district may require you to submit plans for their review offire safety issues? YesX_ _ (Please check with the building department
about this requirement) 42. Do you understand that if you are planning on doing any excavating or grading to the property prior to issuance of a building pennit that you will be required
to obtain a grading pennit? Yes X__ Not necessary for this project __ 43. 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 mc to prepare the plans and specifications for the project. Yes Not Necessary for this project X ____ 44. If you anticipate
obtaining a water tap from the City of Rifle, please provide a letter indicating that the City will provide water service. No building permit application will be accepted without such
a letter. Yes 6
I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. 4/2/09 Signature Date Phonc.0\\)-\.,-)~-)Jj" (days); _________ (evenings) .
Hyrup Compressor Station-Aeous!. Enel. C-321 Project Name: _______________ _ 3900 Cty Rd. 306 Parachute, CO 81635 Project Address: _______________ _ Note: On any of these questions you
may be required to provide this infonnation. If required infonnation is not supplied, delays in issuing the pennit are to be expected. Work may not proceed without the issuance of the
permit. *Ifyou have answered "Not necessary for this project" on any of the questions and it is detennined by the Building Official that the infonnation is necessary to review the application
and plans to detennine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building pennits in
the review process and not reviewed until required infonnation has been provided and the application rotates again to first position for review. B. Delay in issuance of the pennit. C.
Delay in proceeding with construction. BpcommDec2007 7
July 1,2008 Mr. Fred Jarman Director Garfield County Building and Planning Department 108 8th Street, 4th Floor Glenwood Springs, CO 81601 Dear Mr. Jarman, EXPLORATION & PRODUCIlON 1058
eR #215 P. O. Box 370 Parachute. CO 81635·0370 970/285-9377 970/285-9573 F..x By this letter Hyrup Investments, LLLP authorizes Williams Production RMT Co. to represent us in any and
all matters related to building pennit applications and the special use pennit application known as the Hyrup Compressor Station located in the NW1I4NW1I4 of Section 12, Township 8 South,
Range 96 West, of the 61h P.M. on Garfield County Assessor's Parcel number 2447-111-00-012. This includes the preparation and submission of documents associated with the land use application
and representation of this application before the applicable appointed and elected boards. Sincerely, G~J£r;~ Phyllis Hyrup Hyrup Investments, LLLP
July 14, 2008 Mr. Fred Jarman Director Garfield County Building and Planning Department 108 8th Street, 4th Floor Glenwood Springs, CO 81601 Dear Mr. Jarman, Irr"/'.l'lafm''s~. ~~ EXPLORATION
& PRODUCTION 4289 CR#215 Parachute, CO 81635 970/285·9377 970/285·1185 rrue By this letter Williams Production RMT Co.Hyrup Investments, LLLP authorizes PVCMI-Land Planning Division
to represent us in any and all matters related to building permit applications and the special use permit application known as the Hyrup Compressor Station located in the NW1/4NW1I4
of Section 12, Township 8 South, Range 96 West, of the 6th P.M. on Garfield County Assessor's Parcel number 2447-111-00-012. This includes the preparation and submission of documents
associated with the land use application and representation of this application before the applicable appointed and elected boards. Sincerely, "Z~ ~2f?:=-= Tom Fiore Williams Production
RMT Co.
"'11 GEOTECHNICAL ENGINEERING GROUP March 25, 2009 Williams Production RMT Company P.O. Box 370 Parachute, Colorado 81635 Attention: Mr. Tom Fiore Subject: Geotechnical Recommendations
Williams Production RMT Company Mr. Fiore, Hyrup Compressor Station, Semi Permanent Compressor Garfield County, Colorado GEG Job No. 3,193 As requested, Geotechnical Engineering Group,
Inc. (GEG) reviewed compaction reports for Hyrup Compressor Station, GEG Job No. 2,616 dated from 2/6/07 to 4/11/08 and have performed foundation analysis and design recommendations.
We understand proposed construction will include constructing a semi permanent skid-on-grade mounted compressor weighing about 250 kips on the existing compressor pad and will have a
life of about 10 years. The proposed construction is gas and oil field related. There will be no landscaping, irrigation or finished areas. If proposed construction changes or is different
from what is stated, we should be contacted to review actual construction and our recommendations. Skid on Grade 1. The semi permanent compressor may be supported on skid or footing
foundations bearing on at least 4 foot of well compacted structural fill and designed for maximum soil bearing pressure of 1 ,500 psf. 2. Onsite fill if any should be removed full depth
and the resulting foundation subgrade should be scarified 10 inches, moisture conditioned to within 2 percent of optimum moisture content and re-compacted to at least 95 percent of the
maximum standard Proctor (ASTM D698) dry density to help reduce potential soil settlement and provide a uniform subgrade. Geotechnical, Environmental and Materials Testing Consultants
Grand Junction· Montrose· Moab -Crested Bulte • Rifle (970) 245-4078 • fax (970) 245-7115 • geotechnicalgroup.com 2308 Interstate Avenue, Grand Junction, Colorado 81505
"111 GEOTECHNICAL ENGINEERING GROUP 3. The foundation should bear completely on layer of well compacted structural fill at least 4 feet thick and at least 4 feet beyond each foundation,
horizontally. Loose soils should be completely removed from skid bearing areas, prior to placing fill or concrete. The structural fill should be a crushed, uniformly graded, granular
material with a maximum size of 1.5 inches, maximum of 15 percent passing the No. 200 sieve and maximum liquid limit of 30. A CDOT Class 5 or Class 6 type crushed base course could be
used to satisfy these criteria and is recommended. The structural fill should be placed in maximum 10-inch loose lifts, moisture conditioned to within 2 percent of optimum moisture content
and compacted to at least 95 percent maximum standard Proctor (ASTM D 698) dry density. 4. If concrete footings are used in stead of steel skids, we recommend a minimum width of 18 inches
for continuous footings. Isolated pads should be at least 30 inches by 30 inches. Foundation walls should be wellreinforced top and bottom. We recommend reinforcement sufficient to span
an unsupported distance of at least 12 feet. The structural engineer should design foundation reinforcement. 5. If foundation support is designed and constructed as discussed above,
we estimate that the post construction total settlement will be about 2 inches. Settlement is dependent on foundation bearing pressure, soil conditions supporting the footings and footing
width. If the foundation bearing pressures, soil conditions or the footing widths are different than discussed above, we should be contacted to provide additional settlement considerations.
6. Foundations exposed to freezing conditions will be susceptible to frost heave. Skid mounted equipment that can tolerate movement from frost heave may be constructed without frost
protection. 7. The design and construction information presented in this letter are based on conditions documented during pad construction. Based on review of our compaction test reports
we believe that the skid-on-grade mounted compressor may be supported on 4 feet of well compacted engineered structural fill. Foundations exposed to freezing conditions will be susceptible
to frost heave. Skid mounted equipment that can tolerate movement from frost heave may be constructed without frost protection. Geotechnical Recommendations Williams Production RMT Company
Hyrup Compressorstation, Semi Permanent Compressor Garfield County, Colorado GEG Job No.3, 193 Page 2 of 3
~~II GEOTECHNICAL ENGINEERING GROUP LIMITATIONS Our scope of services did not include a geotechnical investigation of subsurface conditions at the proposed compressor site using exploratory
data. Rather, we relied upon review of site observation notes made during fill compaction. The zone of influence of the proposed construction exceeds fill depths. A geotechnical investigation
with at least 2 (two) exploratory test borings to verify existing subgrade soil conditions is suggested to mitigate zone of influence related risks. We believe this letter was prepared
in a manner consistent with that level of care and skill ordinarily used by geotechnical engineers practicing in this area at this time. No other warranty, express or implied, is made.
All other recommendations presented in the subject geotechnical investigation should be included in the design and construction of the structures. If we can be of further service in
discussing the contents of this report or the analysis of the influence of the subsurface conditions please call. Sincerely, GEOTECHNICAL ENGINEERING GROUP, INC. Robert W. Anderson Project
Engineer Reviewed by: Senior S::nnir." .. ,;f John Withers , , John P. Withers, P.E. Principal Engineer RWA:NWJ:JPW:rwa 1cc Mailed: Chuck Bucans Star Valley Engineering 107675 N. US
Hwy 89 Etna,WY 83118 E-mail: sve@silverstar.com Geotechnical Recommendations Williams Production RMT Company Page 3 of 3 Hyrup Compressorstation, Semi Permanent Compressor Garfield County,
Colorado GEG Job No. 3,193
GlIII GEElTEei7iNle~1ili ENGINEERING GRCltJ,P February 22, 2010 Williams Production RMT 1058 County Rd. 215 Parachute CO 81636 Attention: Tom Fiore Subject: Structural Fill Compaction
Testing Review Garfield County Permit Numbers 10816, 10817, 10818, 10819, 10820, 11111, 11112, 11113, 11114, 11272 and 11273 Hyrup Compressor Station Garfield County, Colorado GEG Job
No.3, 127 As requested, Geotechnical Engineering Group (GEG) observed structural fill compaction for the eleven Compressor foundations at Hyrup Compressor Station project in Garfield
County, Colorado on as requested, part-time basis on February 6,7,8 and June 8, 2007, April 11, 2008, June 16,17 and August 7, 2009. We reviewed our records of compaction in preparation
of this report. We did confirm compaction test results met our recommendations at the time of construction. In summary, our review of these eleven structures indicates construction in
conformance with our recommendations. We appreciate the opportunity to provide geotechnical services. If we can be of further service, please call. Sincerely, GEOTECHNICAL ENGINEERING
GROUP, INC. John Withers DigItally signed by John Withe,s ON;ell"')onn Withers, o",Geotechnk.,1 Engineering Group, Inc. OU, emall"jwithels@geote(hniealg''''u p.(ofl'l,,,,,US Oate:201Q.02.n
14;29:55 -07'00' John P. Withers, P.E. Engineer JPW;jpw (1 copy sent) Geotechnical, Environmental and Materials Testing Consultants Grand Junction -Montrose -Moab -Crested Butte -Rifle
(970) 245-4078 • fax (970) 245-7115 • geotechnicalgroup.com 2308 Interstate Avenue, Grand Junction, Colorado 81505
Noise Solutions Hyrup Compressor Station NS 2883.2 Williams Production Garfield County, Colorado NS0508 January 8, 2009 Structural Calculations Straight-Up Metal Buildings Submitted
to: Noise Solutions Attn: Anna Samokhvalova 301, 206 t h Ave SW Calgary, Alberta T2P OW7 Submitted by: Gene Potter Alpine Consulting Engineers, Inc. 2000 South College Avenue, Ste. 308
Fort Collins, Colorado 80525 (970) 407-1668 Design Specfications: IBC2003 Wind -90mph, Exposure C Snow-40psJ Occupancy -F-l
Project Information Design Calculations Alpine Consulting Engineers 4892 E 131st Place Thornton, CO 1-8-09 By: Gene Potter Project: NSI 2883.2 Williams Production. Garfield County. CO
Subject: Self-Framing Building -K08-051249R2 Project No.: NS0508 Calculation No.: V1.0 The building is a self-framing system provided by Straight-Up Metal Buildings, Ltd. for Williams
ProductiOn in Garfield County, CO (Hyrup Compressor Station "NSI 2883.2 Williams Production). The building is approximately 32.5' long by 23'-6" wide with a peak height of 19'-11" and
a roof pitch of 4:12. The building is constructed of light gauge wall panels and light gauge steel stiffeners at rib locations. The building is attached to the skid sy§tem for the compressor
and acts as the building foundation (designed by others). One end of the building will be. supported by the cooling fan unit (cooling fan unit design by others) and is assumed to have
adequate strength for this configuration. As part of the design there is also a removable roof panel. The basis of this calculatidn assumes that the removable panel is only removed during
no snow load and light wind conditions. If the wind speeds in the area exceed 5 mph the contractor shall provide temporary bracing for the walls. Description of Work The scope of this
calculation is to calcuate the required member sizes associated with the wall and roofpanels in accordance with IBC 2003, occupancy F-1. The system will be designed for the local loading
requirements in the area to include wind, snow and seismic. References 1. Straight-Up Metal Buildings Standard Details 2. Straight-Up Metal Building Drawings -quote K08-051249R2 3. International
Building Code, 2003 4. ASCE 7-02 -Minimum Design Loads for Buildings and Other Structures IB MathCAD Units·---·.·--·-··---.--·-···.·-··----···----···--------.---... --------------.-.-.------."
Design Values General Design Values Wind Values Iwind := 1.0 Pnet30roofposl := SApsf Pnet30roofnegl := -13.3psf Pnet30roofpos2 := SApsf Pnet30roofneg2 := -23.2psf Pnet30roofpos3 := SApsf
Pnet30roofneg3 := -34.3psf Pnet30wallpos4:= 14.6psf Pnet30wallneg4 := -15.Spsf Pnet30wallpos5 := 14.6psf Pnet30wallneg5 := -19.5psf A:= 1.29 Kz := 1.0 ISt:= 1.0 Kd := 1.0 Design Calculations
Alpine Consulting Engineers 4892 E 131st Place Thornton, CO 1-8-09 By; Gene Potter Project: NSI 2883.2 Williams Production. Garfield County, CO Subject: Self-Framing Building -K08'051249R2
Project.No.: illillilllll Calculation No.: V1.0 Design Wind Speed Wind Exposure Importance Factor Ref. 3, Table 1609.6.2.1(2) Ref. 3, Table 1609.6.2.1(2) Ref. 3, Table 1609,6.2,1(2)
Ref, 3, Table 1609.6,2.1(2) Ref. 3, Table 1609.6,2.1(2) Ref. 3, Table 1609.6.2.1(2) Ref. 3, Table 1609.6.2.1(2) Ref. 3, Table 1609.6.2.1(2) Ref. 3, Table 1609.6.2.1(2) Ref. 3, Table
1609.6.2.1(2) Ref. 3, Table 1609.6.2.1(2) ..... Pnetroofneg:= A 1St Iwind min(Pnet30roofnegl ,Pnet30roofneg2' Pnet30roofileg3) = -44.247 psf Pnetroofpos := A Kztlwind max(Pnet30roofpos
I' Pnet30roofpos2' Pnet30roofpos3) = 1 0.S36 psf Pnetwallneg:= A IStlwind min(Pnet30wallneg4' Pnet30wallneg5) = -25.155 psf Pnetwallpos:= A Kztlwind max(Pnet30wallpos4' Pnet30wallpos5)
= IS.S34 psf El -Me-tho-d 1--Wind Load-s ---------------------------.---------.---------"~.-.---.---2
EEl Method 2 -Wind Design -Not Used Seismic Values Design Calculations Alpine Consulting Engineers 4892 E 131st Place Thornton, CO 1-8-09 BY: Gene Potter Project NSI 2883,2 Williams
Production, Garfield County, CO Subject Self-Framing Building -K08-051249R2 Project No,: N§.Q§illl Calculaiion No,: V1,Q Due to the weight of the building materials and layout seismic
is neglible by inspection Seiscat := "B" Ss:= 0,37 Sl := 0.Q7 Snow Load Pg := 40psf 3 Seismic Category Ref, 3, Figure 1613,5(1) Ref. 3, Figure 1613,5(2) Per Garfield County for Elevations
less than 7,000 ft, Site is located iit 6,000 ft
I ..... I-General :Bundinwlntormation« " Lb1dg := 32.5ft Wb1dg := 23.5ft Heave := 16.0ft 4in Pitch oof := --= 0.333 r, 12in Design Calculations Alpine Consulting Engineers 4892 E 131st
Place Thornton, CO 1-8-09 Angleroof:= atan(Pitchroorl = 18.435 deg Wb1dg . ~eak := Heave + -2-Pltchroof = 19.917 ft EL§eneral BuilcJl.Dg Information ~ Fy:= 35ksi Fb := 0.6Fy = 21 ksi
Fy.HSS := 46ksi Fb.HSS := 0.66F y.HSS = 30.36 ksi Fy.Wsection:= 55ksi Fb.Wsection := 0.6F y.Wseetion = 33 ksi E := 29000ksi RMaterial 4 By: Gene Potter Project: NSI 2883.2 Williams Production.
Garfield County. CO Subject: Self-Framing Building -K08-051249R2 Project No.: NS0508 Calculation No.: V1.0
IT! Side wall Panel Design Values Description Design Calculations Alpine Consulting Engineers 4892 E 131 st Place Thornton, CO 1-8-09 Subject: .Q§.lf:E!l!l!!liruU!!!.i!£~~~~~~~ I Calculation
"u .. ..!!'-L.\!I Wall panels are constructed of 22 GA material, includes a 20 GA fluted aluminum liner and a 22 GA acoustical pan. At opening locations it is assumed that the additional
framing to trim out the opening and the equipment itself will provide the necessary support to transfer the flexural and compression loads around the opening. Gaugewall:= 22 Awall :=
I.05in2 Ixwall := 4.28in 4 Sxwall := O.98in3 'wall := 2.2in Spanwall := Heave = 16 ft W wallpane1 := 20in Wwall.trib:= 20in E1'?jQ~ WaJjJ'.anel Qesign_Values _. __ .. ___ . _ •. _. ____
.•.... ______ . _____ . _ ._ ... _____ . __ ... _. __ .. ______ . _ ._. 5
H Gable End Wall Design Values Description Design Calculations AlpIne Consulting Engineers 4892 E 131st Place Thornton, CO 1-8-09 By: Gene Potter Project: NSI 2883.2 Williams Production,
Garfield County, CO Subject: Self-Framing Building -K08-051249R2 Project No.: ~ Calculation No.: V1.0 22 GA wall panels w/22 GA acoustical liner. An additional 18 GA C-channel has been
added to provide the necessary stifness along the Gabel End where the span is slightly longer than the sidewalls .. A 20 GA perforated Aluminum Panel is also in the design but no strength
has been attributed to this member in this calculation, At opening locations it is assumed that the additional framing to trim out the opening and the equipment itself will provide the
necessary support to transfer the flexural and compression loads around the opening. GaugeendwaJJ := 22 AendwaJJ:= 1.2625in 2 IxendwaJJ := 5,9656in 4 Sxendwall := 1.53in3 KendwaJl:=
1.0 Tendwal1 := 2.l7in (Heave + 21'),eak) SpanendwaJJ := = 18,611 ft WendwaJJpanel := 20in Wendwall.trib := 20in 3 Height is taken as a weighted average of the peak and eave since wind
load will transfer laterally to the stiffer panels. EI Gable End Wall DesigQYjllul'.L. __________ .. __ .... ___ .. ______ ... ___ . _ .. __ .... __ .. _ ... _____ ... ___ ... _ .. _.
__ .... _ .. _ ,
H Roof Panel Design Values Description Design Calculations Alpine Consulting Engineers 4892 E 131st Place Thornton, CO 1-8-09 By: Gene Potter Project: NSI 2883.2 Williams Production.
r.orn~l~ Countv ;Co Subject:" . i . K ~ !,r?je?tNo. ~ Calculation No.: V1.0 The roof is constructed of a 22 GA panel with 18 GA insulation clips, an 18 GA 3" deep hat channel section
and a 22 GA acoustical liner. The roof also has a 20 GA perforated aluminum liner which was not considered in the structural section. Gaugeroof := 22 Gaugeinsulationc1ip := 18 O . 2
Aroof := l.3 15m Ixroof := 5.33in 4 Kroof := 1.0 froof := 2.06in Spa~oof := ( ) = 12.386 ft 2 cos Angleroof W roo!panel := 20in 1.. ... 1 Roof Truss Design Values S ._ Lbldg truss'-(N
+ I) truss 5.41 7ft ~=6.6ft Truss spacing is not equal along roof Wtrib.truss:= Struss Phuss.selfwt := 26plf El Roof Truss Design Valu,~es,,-________ . _______ . _______ _
Design Calculations By: Gene Potter Project: NSI 2883.2 Williams Production, Garfield County, CO Subject: Self-Framing Building -K08-051249R2 Project No,: NS0508 Calculation No,: V1.0
Live Load Pliveroof := 20psf Alpine Consulting Engineers 4892 E 131st Place Thornton, CO 1-8-09 %veroof := Pliveroof Wroofpanel = 33.333 plf Dead Load p deadroof:= Upsf Pdeadwall :=
I.Spsf Pdeadliner:= O,Spsf Pdeadinsulation := 3psf Pdead,ventfan := 20psf Pdeadmisc:= 2psf Dead load includes allowance for stiffeners Pdeadrooftotal:= Pdeadroof + Pde.dliner + Pdeadinsulation
+ Pdeadmise + Pdead,ventfan = 27psf qdeadroof := Pdeadrooftotal wroofpanel = 45 plf 8
Wind Load Wail Design Calculations Alpine Consulting Engineers 4892 E 131 st Place Thornton, CO 1-8-09 Pwindwall := max(PnetwallpOS' !Pnetwallnegl) = 25,155 psf qwindwall:= Pwindwall
Wwall.trib = 41.925plf qwindendwall:= Pwindwall Wendwall.trib = 41.925plf Roof Pwindroof := PnetroofjJos = 10,836 psf qwindroof := Pwindroof W roofjJaneJ = 18,06 plf Snow Load qsnowroof
:= Pg wroofpanel = 66,667 plf Load Combinations " qdesign.roof := max qdeadroof qdeadroof + %veroof qdeadroof + qsnowroof qdeadroof + qwindroof qdeadroof + 0,75qwindroof + 0.75Qliveroof
qdeadroof + 0,75Qwindroof + 0,75Qsnowroof Qdesign,roof 6 f Qd esign,roof,psf ,'--= 7ps Wroofpanel I ;:;;:J Desian Loads 9 By: Gene Potter Project: NSI 2883.2 Williams Production, Garfield
County, CO Subject: Self-Framing Building -K08-051249R2 Project No,: NS0508 Calculation No,:..'L1Q = 111.667 plf
~\PI./JO r.."" (> Design Calculations Alpine Consulting Engineers 4892 E 131st Place Thornton, CO <l..l 111 ~..... 1 ... ISid"WalhDesign Chet!C'ii' Design Moment 1-8-09 2 q . d IISpan
II M Will wa wa = 1.342 ft k,'ps designwall := 8 Section Modulus Check Mdesignwall Fbxwall := = 16.428 ksi Sxwall Mdesignwall = 0.767 ,'n3 Sxdesignwall := Fb Panel Deflection Check 4
5 qwindwall Spanwall . Ll.wall := = 0.498 III 384Elxwall Spanwall Ll.wall.ratio := --= = 385.485 Ll.wall 10 Calculation No.: V1.0
Design Calculations Beam-Column Check (Side Walls) C :~ J 27T2E ~ 127,888 C F Y '~ Kwall Spanwall ~ 87,273 KLrwall ' fwall 1 -F 2C 2 Y Alpine Consulting Engineers 4892 E 1318t Place
Thornton, CO 1-8-09 [ KLrwa1l2] C Fa2,1 :~ --"---'--'---;: ~ 14,261 ksi . 3 KLrwall 8C 3 c 127T2E F a2,2 :~ ----~ 19,606 ksi 2 23KLrwall ( Wb1dg) Qdesign,roof -4-, Puwall:~ Wwall,trib
~ 0,656 kips W roofpanel Puwall , F uwall :~ --;;--~ 0,625 kSI , 'Wall F uwall Fbxwall ~ 0,826 Interactiollwall := --+ Fawall Fb 11 By: Gene Potter Project: NSI 2883.2 Williams Production,
Garfield County, CO Subject: Self-Framing Building -K08-051249R2 Project No,: NS0508 Calculation No,: V1,0
Design Calculations Alpine Consulting Engineers 4892 E 131st Place Thornton, CO lyiGaBie'End'Wail;[}esi9n;dieck.; Design Moment Mdesignendwall := 2 qwindendwall Spanendwall 8 Section
Modulus Check Mdesignendwall Fbxendwall := S = 14.237 ksi xendwall S Mdesignendwall 3 xdesignendwall := = 1.037 in Fb Sxendwall = 1.53 in3 Panel Deflection Check 5 S 4 1-8-09 = 1.815
ftkips Llendwall := qwindendwall panendwall = 0.654 in 384 E Ixendwall Spanendwall Llendwall.ratio := = 341.398 Llendwall 12 . By: Gene Potter Project: NSI 2883.2 Williams Production.
. Garfield County. CO Subject: Self-Framing Building -K08-051249R2 Project No.: ~ Calculation No.: V1.0
Design Calculations Alpine Consulting Engineers 4892 E 131st Place Thornton, CO 1-8-09 Beam-Column Check (Gable End Walls) Cc = lZ7,888 Kendwall Spanendwall KLrendwall:= = 102,919 l'endwall
1 -F [ 2C 2 Y KLrendwallZj c ~:= --"-------"----= 12.434 ksl 3 5 3 KLr endwall KLl'cndwall -+ 8C 3 c 3 8Ce 127,zE ~:= = 14,098 ksi Z 23KLl'endwall Faendwall:= If(Ce > KLrendwall,Fa2,I,Fa2.Z)
= 12.4341<sl qdeslgn.roof . P uendwall := 2 W wall,trlb = 0,093 kIps Puendwall , F uendwall := = 0,074 kSl Aendwall F uendwall Fbxendwall Interaetiollendwall := + = 0,684 F aendwall
Fb 13 By: Gene Potter Project: NSI 2883.2 Williams Production. Gartield County. CO Subject: Self-Framing Building -K08-051249R2 Project No,: NS0508 Calculation No,: V1 ,0
lyl:ROOf:panei:D.eslgn.:Check Design Moment Design Calculations Alpine Consulting Engineers 4892 E 131st Place Thornton, CO 1-8-09 2 qdesign,roofSpanroof = 2,141 ftkips Mdesignroof :=
8 Section Modulus Check Mdesignroof Fbxroof := S = 15,34 ksi xroof Mdesignroof = 1.224 in3 Sxdesignroof := Fb , 3 Sxroof = 1.675 m Deflection Check 4 5qdesign,roof Spanroof L>roof :=
384E Ixroof L\.ratio := Spa"roof = 388.553 L>roof = 0.383 in 14 By: Gene Potier Project: NSI 2883.2 Williams Production, Garfield County, CO Subject: Self-Framing Building -K08-051249R2
Project No,: NS0508 Calculation No,: V1,O
Beam-Column Check (Roof) Cc = 127.888 KL '= K"oof Spanroof = 72 149 Troof . . Troof 1 -F Design Calculations Alpine Consulting Engineers 4892 E 131st Place Thornton, CO 1-8-09 [ KLrroo/]
2C 2 Y k.ww:= _-'-_____c _"-__ = 15.859k8i 3 5 3KLrroof KLrroof -+ 8C 3 c 3 SCc Faroof:= if(Cc > KLrroof,Fa2.I,Fa2.2) = 15.859k8i Compressive Force due to Truss Forces Wb1dg . Rroof
:= -z-qdesign.roof = 1.312 kIps Rroof . P uroof:= --,-=:':""--,-= 4.149 kIps sin( Angleroof) Puroof . Furoof := --= 3.188 k81 Aroof 15 By: Gene Potter Project: NS12883.2 Williams Production.
Garfield County. CO Subject: Self-Framing Building -K08-0S1249R2 Project No.: NSOS08 Calculation No.: Vi .0
Design Calculations Alpine Consulting Engineers 4892 E 131 st Place Thornton, CO 1-8-09 Interaction Ratio InteractlO. TIroof := -Fu ro-of + Fbxroof = 0.932 Faroof Fb El Roof Panel Design
Check 1..,..1 Truss Connection Design Truss tensile end reaction due to compressive force in roof members cos( Angleroof) P uroof wroof := = 2.362 kIf WroofjJanel Determine Member Capacity
-L -2x2x3/16 Aangle:= 0.715in2 Tangle:= 0.6FyAangle = 15.015kips Determine Member Capacity -HSS 2x2x3/16 AHSS := 1.27in2 T HSS := 0.6F y.HSS AHSS = 35.052 kips 16 By: Gene Potter Project:
NSI 2883.2 Williams Production. Garfield County. CO Subject: Self-Framing Building -K08-051249R2 Project No.: NS0508 Calculation No.: V1.0
Select Member Design Calculations Alpine Consulting Engineers 4892 E 131 st Place Thornton, CO 1-8-09 Assume 1/8" weld -Determine required length of weld Weldtensile:= 0.707(.!:.inI70ksi
= 6.186 kip 8 ) In Ptruss Weldlength := = 2.52 in Weldtensile Determine number of 3/8" bolts F ybolt:= 92ksi Fu.bolt:= 120ksi Ft.bolt:= O.33Fu.bolt = 39.6ksi Fv.bolt:= O.l7Fu.bolt =
20Aksi d 1. bolt:= -m 2 Ptruss nbolt:= --= 3.892 Vbolt ~:= ceil( nbolt) = 4 Ptruss P v.bolt:= --= 2.227 kips nbolt 17 Subjectp: 1r2 mo:je:c~t:~~~~~~~~~~~1 Calculation No.: V1.0 Design
calls for 7 bolts at each connection
Check Bearing F p.angle := O.9F y = 31.5 ksi 3 . tangle := 16m P v.bolt . Fp.actual := = 23.752 kSI tangle dbolt Conclusions Design Calculations Alpine Consulting Engineers 4892 E 131st
Place Thornton, CO 1-8-09 By: Gene Potter Project: NSI 2883.2 Williams Production. Garfield County. CO Subject: Self-Framing Building -K08-051249R2 Project No.: NS0508 Calculation No.:
V1.0 The building as designed will accomodate the wind, snow, live and dead loads anticipated for the area. General The building will be attached to the compressor skid which will act
as the building foundation. The foundation nor the skid design is part of this design calculation and shall be done by others. The building will also be supported by the cooling fan
housing on one end of the building. These calculations do not analyze the design of the cooling fan housing. The building supplier is responsible for coordinating the design of that
connection. 18
No. 1127ji Assessor's Parcel No. 2447-111-00-012 Date 4115/2009 BUiLDING PERMIT CARD Job Address 3900 CR 306, Parachute' Owner Hyrup Properties, LLLP Address 69 Rampart, P'chute Phone
# 970-285-9906 Contractor Williams Production RMT Address 4289 CR 215, P'chute Phone # 970-263-2743 Setbacks: Front Rear RH LH Zoning ____ _ natural gas comp accoustical enClosure IfL:Jl1
INSPECTIONS Soils Test ______________ _ Weatherproofing ___________ _ Footing ______________ _ Mechanical _________________ _ Foundation ___________ _ Electrical Rough (State) ____________
_ Grout _____________ _ Underground Plumbing _______ _ Electrical Final (State) _______ ---::=--FinaI3-.;w~/t7 IChecklist Completed?~ Rough Plumbing ________ ~ Framing, ______________
_ Certificate Occupanc,Y # _~_.. ~ .' ~", _. ____ Date 6~ .. Insulation ____________ _ Septic System # _______________ _ Roofing _____________ _ Date ______________ _ Drywall ______________
_ Final ______________ _ Gas Piping _______ ---' ____ _ Other ________________ _ f~k-<Hf.bs."" NOTES (continue on back)
UILDI GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BIE MADE UNLESS THIS CARD IS POSTED ON THE JOB MIT Date Issued _4:-,-,.,-"J~5",--,·O,",,-Cj",,--______ Permit No. --1-) -"'2=...11'-"3
________ 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. useblaml~~~~~~~~::.Dt!m~W~:.Lo$'.
M.IIZIIZ.:.ES'U:#K".;~S~22.IL Address or Legal Description ~ DC? C£~-"~"-___ P~",-,,-,,le,,,-___ _ Owner __\ H"i gMP Contractor WI L.UItMS WDL>, Building Permit Type CoMlY E1ZlJ At.-This
Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway Foundation I Grouting Insulation Underground Plumbing Drywall Rough
Plumbing Electric Final (by State Inspector) (Prior to Final) Rough Mechanical Septic Final Gas Piping FINAL S-;J.S-/() ~;?;p~ 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 Inspeclion (.11970-384-5003
Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 DO NOT DESTROY THIS CARD APPROVED 4 I CfI E Date_~'5 . By -~aJJ_--"-"-I-'-t4=L~~~ PROTECT PER ROM WEATH
(DO NOT LAMINATE)
Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information AssessorlIr~<Ls1!r~LI'rol2e~~SJ',aj:dl I AilsessocS!l12seLQlJ.elY-I Assess~QLS.ales Sean;h Clerk~&Re£oJder
Recemi9ll~S~a!Yh Parc~~~!2e~il I y(l.l11~12etail I S(l.ks!2et(l.il I Residenti(l.ILCQ!11mercillUmPJoy~eI1IenL!2etail LllnltD~t(l.il I I'hotognu:?hll I Mill L~yyKeY~J1Ues Det(!il I Tax
Area II Account Number II Parcel Number II 2008 Mill Levy I I 027 II R270265 II 244711100012 II 35.007 I Owner Name and Mailing Address IHYRUP PROPERTIES LLLP IC/O HYRUP, PHYLLIS J 169
RAMPART IPARACHUTE, CO 81635 Assessor's Parcel Description (Not to be used as a legal description) ISECT,TWN,RNG:11-8-96 DESC: N2NE, ITHAT PART OF S2NE LYING IN GARFIELD ICTY SECT,TWN,RNG:12-8-96
DESC: IN2NW, THAT PART OF S2NW LYING IN IGARFIELD CTY CONT ISECT,TWN,RNG:2-8-96 DESC: E2SW, IW2SE, SESE DESC: 40.0 AC, THAT PART IOF SENW LYING IN GARFIELD CTY DESC: 120.0 AC. DESC:
40 AC., THAT PART OF IS2NE LYING IN GARFIELD CTY DESC: ICONT. 40.0 AC. DESC: EXCEPT A TR OF ILAND CONT 20.0 AC AS DESC IN BK 11677 PG 108. BK:0362 PG:0259 IBK:0267 PG:0103 BK:0213 PG:0372
I http://www.garcoact.comlassessor/parcel.asp?ParceINumber=244 711100012 I I I I I I I I I I I I I I I I I I I 412/2009
Parcel Detail IBK:I929 PG:933 RECPT:724077 BK:1929 1 IpG:930 RECPT:724076 BK:I923 PG:905 1 lRECPT:722811 BK:1802 PG:581 I IRECPT:698405 BK: 1705 PG:539 1 IRECPT:677943 BK:1685 PG:505
I IRECPT:673684 BK:1677 PG:I08 1 IRECPT:671834 BK:1677 PG:I07 I IRECPT:671833 BK:1663 PG:512 I IRECPT:668788 BK:1297 PG:443 I IRECPT:590709 BK: 11 09 PG:0957 1 IBK:I074 PG:0694 BK:0752
PG:0036 I Location I Physical Address: 113312306 COUNTY RD PARACHUTE 1 I Subdivision: I Land Acres: 11480 1 Land Sq Ft: 110 I Section II Township II Range I 2 II 8 II 96 I 11 II 8 II
96 I I 12 II 8 II 96 1 2008 Property Tax Valuation Information 1 II Actual Value II Assessed Value 1 I Land: II 32,53011 1 Improvements: II 011 I Total: II 32,53011 Most Recent Sale
II Sale Date: 1 ~I ============~Sa~l~ep~r~ic~e~:1 Basic Building Characteristics 9,4301 01 9,4301 http://www.garcoact.com/assessor/parcel.asp?ParceINumber=244 711100012 Page 2 of 4 4/2/2009
Parcel Detail N um ber of Residential 1 Buildings: 0 I Number of Comm/Ind 10 Buildings: I No Building Records Found Tax Information I Tax Year II Transaction Type II Amount I I 2008
II Tax Payment: Whole II ($330.1221 I 2008 II Tax Amount II $330.121 I 2007 II Tax Payment: Whole II ($343.2821 I 2007 II Tax Amount II $343.281 I 2006 II Tax Payment: Whole II ($384.36)1
I 2006 II Tax Amount II $384.361 I 2005 II Tax Payment: Whole ($385.26)1 I 2005 II Tax Amount $385.261 I 2004 II Tax Payment: Whole ($1,237.20)1 I 2004 II Tax Amount I $1,237.201 I 2003
II Tax Payment: Whole II ($1,327.50)1 I 2003 II Tax Amount II $1,327.501 I 2002 II Tax Payment: Whole II ($1,334.96)1 I 2002 II Tax Amount II $1,334.961 I 2001 II Tax Payment: Whole
II ($1,423.70)1 I 2001 II Tax Amount II $1,423.701 I 2000 II Tax Pa~ment: Second Half II ($698.7521 I 2000 II Tax Payment: First Half II ($698.75)1 I 2000 II Tax Amount II $1,397.501
I 1999 II Tax Payment: Second Half II ($537.54)1 I 1999 II Tax Payment: First Half II ($537.5421 I 1999 II Tax Amount II $1,075.0811 JOILQLI'flge AsSJ<sg)I..D_atabflSe_SJ~_ID'ch Qptions
I TrJ<!lsJll'J'Tl1ataQase_S.eID'ch_QpJions CleIk_&_Recorder Dat!tQas_eSeaIPJLQptions http://www.garcoact.comlassessor/parcel.asp?ParceINumber=244 711100012 Page 3 of 4 4/2/2009