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Home My WebLink AboutApplication - PermitGarfield County No. I \OC(f? Building & Sanitation Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office 945-8212 Inspection Line 384-5003 Job Address: Locality: Use of Building: Owner: Contractor: Amount of Permit: 1 Lv manu. Fee+ septic Total R96, T6,Sec24 2171-123-00-003/ Allen Point winter pad Temp emp housing (Allen Point winter pad) $812.21 $450.00 $1,262.21 Exxon Mobil Outpost Office Supply Date: I 2 3 4 5 6 7 8 9 10 II 12 GARF IELD COUNTY BU ILDING PERM IT APPLICAT ION I 08 8'" Street , Sui te 40 I , Glenwo od Springs, Co 8 160 I Phone: 970-945 -82 12 I Fax: 970-384-3470 I In spec ti on Line: 970-384-5003 w w w .ga r fie ld-county .com Parcel No: 2 1 71 -123-00-003 A cleV\ flo (ci-_ ~ r tA-.f.f(f Pa..vf Job Address: NW/4 of Section 24 T 6 S-R96W (At> ~a .,;..cf-b9'fu P CL t.~) : lot No: Block No: S ubd .l E xe mption : I _, N/A N/A N/A Owner: Address P h: Wk P h; ExxonMobi l Houston , TX 281.654 .6183 Contractor: Address P h: All P h: Outpost Office Su ppl y Grand J u nct i o n , co 970.2 4 3.6900 Archi tec t I E ngineer: A ddress P h: AltPh: At co Structures (USA) Di boll TX 936.829.2325 Sq. Ft. o f Bui lding: 3888 ' Sq . Sq . Ft. of Lot : 200 , 000 ' S q . Height: 10 '6 " No. ofFloors: Use o f Buil ding: l Temporary Employee Ho u s i ng Describe Work : Instal l/Operate Temporar y Employee Housing Class of Work : Xi N e w o A lte rat io n o Addition Garage: N/A Septic: See Attach ed o Att ached 0 Detached :>:i ISDS o Community Driveway Pennit: Pre-existing Own ers va luation of Work: $ 583, 000 .00 NOTICE 1 Authority. Thi s application for a Building Pcnnit must be signed by lhe Owner of 1hc property, descri bed above, or an authorized agent. If the signature below is notlhat of1he Owner, a separate lcll er of aulhorily, s igned by 1he Owner, mu st be provid ed wilh lh is Application. legal Access . A Building Penni I canno l be iss ued wi1 hou1 proof o fl cgal and adcqu a lc access to I he property for purposes of inspcclions by I he Building Dcpartmcnl. Ot her Perm its. Muhiple separate penni Is may be required : (I) State El ect ri cal Penni I, (2) County ISDS Pe nni I, (3) another permit req uired for usc on1he propcny identified above, e.g. S tate or County Highway/ Road Acc ess or a State Was lewater Discharge Permil. Void Perm it. A Building Penn it become s null and void if lh c work aulhorizcd is not com menced within 180 days of the date of issuance and if work is suspended or aband o ned for a period of 180 days a fter commcnccmc111. CERTIF IC ATION I hereby certify 1ha1 I have read lhi s Applica1ion and that lhc in fonnation contained above is lrue and corrccl. I undcrSiand lhallhc Bui ldi ng Dc partmenl accepls lhe Applical ion, along wilh the plans and spccificalio ns and olhcr dala subm iucd by one o r on my behalf(submittals), based upon my certiticali on as to accuracy. Assu111ing coonpl c•cness of th e s ubmiual s and approva l of lln s Applicalion, a Build ing Penni I will be issued granl ing pennissionlo me, as 0 \\11 er, lo consln iCII hc slructurc(s ) a nd facili1i cs detailed on lhe s ubon ill als reviewed by the Bu ilding Dcpanmenl. In consideralion o f1h c issuance oflhc Building Penni I, I agree !hall and my agenls will co mply wilh provisions of any federal, s 1a1c or local law reguialin g 1hc work and the Garfield Counly Building Code, ISDS regula! io ns and applicable la nd usc regul ation s (Counly Rcgul alion(s)). I acknowledge thai I he Bu il ding Pennit may be s uspended or revoked, upon notice from I he County, if I he loc alion, conslruclion or usc of lhe structure(s) and facility{ies), described above, arc not in compliance with Counly Rcgula lion(s) or any other appl ica ble law. I hereby gran! pcnnission lo lhe Bu ild ing Dcpanmcnl to cnlcr 1hc property, described above, to inspectlhe work. I further acknowledge 1ha1 1he issuance of lhe Bui lding Pemtit docs no1 prcvent lh e Building Official from: (I ) requi ri ng the correct ion o f errors in the s ubmillals, if any, discovered a fte r issuance; or (2) sloppin g cons1ruc1ion or usc oflhe struclurc(s) or facility(ics) if s uch is in vio la! ion ''""""~''""'''" Review of lhi s Applica · n ncluding subm inals, and inspeclio ns of 1hc work by I he Building De panmcnl d o nol conSiitutc an a cceplance o f responsi bility or liability by 1hc Coun ty o f errors, om issions or di sc repancie s. As e w1 owl cdgc lhal rc spon sibilily for compliance wilh fede ral, state and loc al laws ·and Co unty Regula tions rest with me and my aulhorizcd a genl s, includin g wilhoul limitat io n my archi c 1gner, cngin "rand' or bui lder . (h."'""' AC~A ; 'A """" AND UND,.STANDT"' NDT<C< & C<Km;cAnDN "0VCo /A :.--1 1/13/07 O WNE~ S_»"G~RE DATE ~ S TAFF USE ONLY S p ecia l Conditions: I ,S M a nu h om e Fee: L1 0 0 o() Mise Fees: Adj uste d Valuat ion : L\C\~20() P la n C he ck Fee: '3 \~ G\,1- P ermit Fee: --z ~ L-\'rz. JSDS Fcc: 5D co Fees P a id: 1\· #"3\q ·Cfb BP No & Iss ue Date: aero -~ Setbacks: OCC Group: Const T yp.:Jz:z3 '-DG DEPT: A P The following items are required by Garfield County for a final Inspection: 1) A final Electrical Inspection from the Colorado State Electrical Insp ector. 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 nnming water, non-absorb ent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessa ry plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold ru1ming water, non-absorbent floors, walls finished, and pri vacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and d ec ks over 30" high must be constructed to all IBC and IRC requireme nts including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. 1 understand and agree to abide by the above conditions for occupancy, use and the is s uance of a C.O. for the ilding id entifi ed in the Building Permit. 11-13-07 DATE Bapplicationseptember2007 VALUATION FEE DETERMINATION Applicant Address Date .!E;"'xe:x::;on!W:::,::'-'il~li~am=s ---------Subdivision Allen Point Lot/Block -':1~27./1'::7~/2~0~07~----------Contractor Finished (Livable Area): Main Upper Lower Other Total Basement: Unfinished Square Feet Valuation Conversion of Unfinished to Finished Total Garage: Valuation Crawl Space Valuation Decks/ Patios Valuation Valuation Covered Open Type of Construction: Occupancy: Valuation Total Valuation sf sf sf sf X $74.68 0 sf sf X $41.00 sf X $33.68 sf X $18.00 3888 sf X $9.00 Commercial sf X $24.00 sf X $12.00 sf X sf X sf X sf X sf X sf X Outpost Office supply 0.00 0.00 0.00 34,992.00 0.00 0.00 34,992.00 GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if yon have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the bnilding, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24'"' and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and original grade line. A section showing in detail, from the bottom of the footing to the top of the roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M.P.H. windspeed, wind exposure B or C, and a 36 inch frost depth. All sheets need to be identified by number and indexed. All of the above requirements must be met or your plans will be returned. All plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC. Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I. Is a site plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility easements showing distances to the property lines from each corner of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a property line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and have the surveyors signature and professional stamp on the drawing. Any structure to be built within a building envelope of a lot shown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the proposed structure located within the envelope. Yes X 2. Does the site plan when applicable include the location of the I.S.D.S. (Individual Sewage Disposal System) and distances to the property lines, wells (on subject property and adjacent properties), streams or water courses? This information must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes x No Not necessary for this project __ _ 3. Does the site plan indicate the location and direction of the State, County or private road accessing the property? Yes_x_ 4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? 2 Yes X No Not necessary for this project __ _ 5. Are the plans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for constmction, for permit issuance only", "Approval drawings only", "For permit issuance only" or similar language? Yes x No Not necessary for this project. __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in accordance with the uniform building code or per stamped engineered design? Yes_x_ No Not necessary for this project __ 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Yes X No__ Not necessary for this project __ 8. Do the plans indicate the location and size of ventilation openings for under floor crawl spaces and the clearances required between wood and earth? Yes_x_ No__ Not necessary for project __ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes_x__ No Not necessary for this project __ I 0. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Yes_x_ No Not necessary for this project __ II. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes X No Not necessmy for this project __ 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Yes X No Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? Yes X No Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes_x_ No 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_ No__ Not necessary for this project __ 3 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes_x_ No Not necessary for this project __ 17. Does the plan include any stove or zero clearance fireplace planned for installation including make and model and Colorado Phase II certifications or Phase II EPA certification? Yes No Not necessary for this project_X_ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes No__ Not necessary for this project_X_ 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms and/or basements comply with the requirements of the IBC oriRC? Yes X No Not necessary for this project __ 20. Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes_x_ No Not necessary for this project __ 21. Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures and specify safety glazing for these areas? Yes No Not necessary for this project_X_ 22. Do the plans include a complete design for all mechanical systems planned for installation in this building? Yes X No Not necessary for this project. __ _ 23. Have all areas in the building been accurately identified for the intended use? (Occupancy as identified in the IBC Chapter 3) Yes_x_ No Not necessary for this project. __ _ 24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that may be in use in this building? Yes__ No__ Not necessary for this project_X __ 25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters indicated on the plan? Yes_x_ No Not necessary for this project __ 4 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 X No Not necessary for this project __ 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes No Not necessary for this project_x __ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes_x_ No 29. Have you designed or had this plan designed while considering building and other construction code requirements? Yes_x_ No Not necessary for this project __ 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? Yes X No 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For comer lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. Yes No __ _ 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? Yes_x_ No 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? Yes X No 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? Yes_x_ No 35. Are you aware that the Pem1it Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? Yes_x__ No __ 5 36. 37. 38. 39. 40. 41. 42. 43. Are you aware that you must call in for an inspection by 3:30 the business day before the requested inspection in order to receive it the following business day? Inspections will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. Inspections are to be called in to 384-5003. Are you aware that requesting inspections on work that is not ready or not accessible will result in a $50.00 re-inspection fee? Yes_x_ No ___ _ Are you aware that prior to issuance of a building permit you are required to show proof of a driveway access permit or obtain a statement from the Garfield County Road & Bridge Department stating one is not necessary? You can contact the Road & Bridge Department at 625-8601. *Per Jake Mall on 11/13/07: Existing Yes X No access permit in place. Do you understand that you will be required to hire a State of Colorado Licensed Electrician and Plumber to perform installations and hookups? The license number will be required at time of inspection. Yes X No ----- Are you aware, that on the front of the building permit application you will need to fill in the Parcel/ Schedule Number for the lot you are applying for this permit on prior to submittal of the building permit application? Your attention in this is appreciated. Yes x No ___ _ Do you know that the local fire district may require you to submit plans for their review of fire safety issues? Yes X No (Please check with the building department about this requirement) *See attached. Do you understand that if you are plaru1ing on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes ---"'"'------- *Pre-existing well pad:Surface construction completed via approved COGCC APD. Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than 10 persons as per Section 1004 of the IBC to prepare the plans and specifications for the project. Yes x No Not Necessary for this project _____ _ lmm-tN'M wledge that I have read, understand, and answered these questions to ability. 11 -13 07 6 Signature Date Phone:303. 606.4357 (days); 303.916.8042 (evenings) ProjectName:Allen Point Winter Pad (AP 22-24-696 pad) Project Address: NW/4 of Section 24: T6S-R96W Note: If you answered "No" on any of these questions you may be required to provide this information at the request of the Building Official prior to beginning the plan review process. Delays in issuing the permit are to be expected. Work may not proceed without the issuance of the permit. *If you have answered "Not necessary for this project" on any of the questions and it is determined by the Building Official that the information is necessary to review the application and plans to determine minimum compliance with the adopted codes, please expect the following: A. The application may be placed behind more recent applications for building permits in the review process and not reviewed until required information has been provided and the application rotates again to first position for review. B. Delay in issuance of the permit. C. Delay in proceeding with construction. *If you answered "No" to this question the circumstances described in the question could result in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued. Bpcomm October 2006 7 PLAN REVIEW CHECKLIST Applicant fJcr.u-. ~2 1 ll!f'WI':> Da te _ __._l -='Z:._-_,1'-'7_-_Ci_J.....__ __ _ Building Planning/Zoning ___tL'Engineered Foundation t;ff-L-e;f(E1{ ~operty Line Setbacks .J:42.--Driveway Permit fx+ V 30ft Stream Setbacks L surveyed Site Plan ~ v~ \Mi _J"lood Plain ~ ~0( L septic Permit and Setbacks ~Building Height dorade/Topography 30% ----L..L.._Zo ning Sign-off t4t--Attach Residential Plan Review List l.-/"Road Impact Fees L Minimum Application Questionnaire L/' HOAIDRC App rov al J:tb.subdi vis i on Plat Notes ~Grade/Topography 40% --tL:Fire Department Review --b,Lvaluation Determination/Fees ~Red Line Plans/Stamps/Sticker ~Attach Co nditions _LAppl ication Signed ~Plan Reviewer To Sign Application _dParcel!Schedule No. ~0# Snowload Letter-Manf. Hms. GENERi-\L NOTES: ~Planning I ssues 'Su..f} ltpp~tcr.l~ ~ubdivi sio n Plat Notes Jeff Kehr From: Logan, David [DLogan@GJOutpost.com] Sent: Thursday, January 10, 2008 12:10 PM To: Owens, Cliff Cc: Conrad, Stephen; Hammett, Grant; jim.jackson@williams.com; Tinsley, Dean (E&P); tracy.opp@williams.com; Roush, Blake (E&P); Jason@Gjoutpost.com; Jeff Kehr Subject: RE: Williams Winter Camp Permit# 10800 Cliff, Page I of4 Outpost has requested "Brads Electric" to contract the electrical on this camp. I have been told the electrical permit will be applied for promptly and we will proceed with the inspection process. Thank you Cliff, and to all who have helped define the rules, regs, and guidelines we need to follow for installing Man Camps. Hopefully this will help on future projects to define the requirements of installing Man Camps for our industry as a whole and eliminate this consumption of everybody's valuable time. Sincerely, 'Dauid s . .-1Dtj4~t David S. Logan General Manager Outpost Office (A Division of RSI) 777 Valley Court Grand Junction, CO 81505 970/243·6900 Office 970/243·6909 Fax 970/250·6942 Mobile E·mail: Dlogan@gjoutpost.com From: Owens, Cliff [mailto:Ciiff.Owens@dora.state.co.us] Sent: Thursday, January 10, 2008 7:53 AM To: Logan, David Cc: Conrad, Stephen; Hammett, Grant Subject: RE: Williams Winter Camp Permit # 10800 Mr .. David Logan: Please feel free to go to the web site and read any of these rules and regulations. ll!!R://www.dora.state.co.us/electricai/Statute.pdf ll!!R://www .dora. state. co. us/electricai/Ru les. pdf httR :1/www. dora. state. co. us/electrical/licensing. htm The fact is NO, Outpost can not do the electrical wiring for any man camp in the jurisdiction of the State Electrical Board. If you will read the Colorado State Electrical Board Rules and Regulations that I have pasted below for you. And the Colorado Revised Statues 12-23-111 Paragraph four (4), you should find it spelled out quite clearly. If you should have any other questions. I'll be happy to answer them. 2/20/2008 CFif.fon[)l. Owens Supervisor Electrical Inspector 222 So. 6th Street suite 424 Grand Junction, CO. 81501 (970) 248-7044 office (970) 560-2220 cellular (970) 256-9462 fax Thank you. COLORADO STATE ELECTRICAL BOARD RULES AND REGULATIONS 3 CCR 710-1 APRIL 1, 2007 Page 2 of4 6.10 All systems supplying power that may normally be supplied by an electrical utility, such as, but not limited to, solar, wind, hydro and other generated sources, require a permit and inspection. 6.11 A final inspection shall not be performed until a permanent electrical load consistent with the type of structure is connected. COLORADO REVISED STATUTES Title 12 Professions and Occupations Article 23 Electricians Effective July 1, 2006 12-23-111. Exemptions. (4) If the property of any person, firm, or corporation is rental property or is developed for sale, lease, or rental, or is occupied or is to be occupied by tenants for lodging, either transient or permanent, or is generally open to the public, then such property of any such person, firm, or corporation shall be subject to all the provisions of this article pertaining to 2/20/2008 Page 3 of4 inspection and licensing, except for the maintenance, repair, or alteration of existing facilities which shall be exempt as provided in this section. From: Logan, David [mailto:DLogan@GJOutpost.com] Sent: Wednesday, January 09, 2008 3:47 PM To: Owens, Cliff Cc: jim.jackson@williams.com; Roush, Blake (E&P); tracy.opp@williams.com; Tinsley, Dean (E&P); Jason@Gjoutpost.com; Jeff Kehr; Andy Schwaller Subject: FW: Williams Winter Camp Permit # 10800 Cliff, May we have the official word on this from you so we may proceed? Thank you, David From: Jeff Kehr [mailto:jkehr@garfield-county.com] Sent: Wednesday, January 09, 2008 3:30 PM To: Logan, David Cc: Andy Schwaller Subject: RE: Williams Winter Camp Permit # 10800 David, The last I heard from Cliff, was that the State would be requiring a permit and inspection. Until I hear something different from the State I will be requiring a copy of the final inspection on the electric prior to issuing a C.O. Jeff Kehr Plans Examiner Garfield County Building and Planning From: Logan, David [mailto:DLogan@GJOutpost.com] Sent: Wednesday, January 09, 2008 11:28 AM To: Jeff Kehr Cc: jim.jackson@williams.com; Roush, Blake (E&P); tracy.opp@williams.com; Tinsley, Dean (E&P); Jason@Gjoutpost.com Subject: Williams Winter Camp Permit # 10800 Jeff, Regarding Williams Man Camp Permit# 10800, with the help of an "Electrical Consultant", we have reviewed the requirements for the "Electrical" and our final position is as follows: 1) Outpost Office owns the camp. 2) The Camp was installed by our "employees". 3) This camp is on private property. 4) This camp is for private use. Therefore this camp is not subject to an electrical inspection. We would like to request that we proceed with the C.O. at this time. Thank you, 2/20/2008 'DM«tS. L~ David S. Logan General Manager Outpost Office (A Division of RSI) 777 Valley Court Grand Junction, CO 81505 970/243·6900 Office 970/243·6909 Fax 970/250·6942 Mobile E·mail: Dlogan@gjoutl)ost.com 2/20/2008 Page 4 of4 Jeff Kehr From: Sent: To: Andy Schwaller Wednesday, January 02, 2008 8:56AM Jeff Kehr Subject: RE: Man camps Page 1 of4 It would appear that an electrical permit is in order. I believe we worked out the bugs with Cliff and David will probably call them to verify the need. Give David a call. Thanks for taking the lead with the man camps. We are in good hands. From: Jeff Kehr Sent: Monday, December 31, 2007 7:28 AM To: Andy Schwaller Subject: RE: Man camps Andy, When I performed the final at the man camp that outpost had done for Williams at Allen Point, David from Outpost, informed me that Outpost had hooked up the trailers and Brad's Electric had checked it out. It would appear to me that with this in mind and Cliffs e-mail that they need a permit and inspection. If you agree, I will send David an e-mail to let him know. Other than that the camp looked pretty good, I only had a couple corrections. Thanks Jeff From: Andy Schwaller Sent: Wednesday, December 26, 2007 4:17 PM To: Jeff Kehr; Dave Mead; Matt Provost Subject: FW: Man camps It would appear that the only way electrical inspections would not be done on the man camps is if Williams or EnCana used there own full time electricians to do the hook up. Just because the camps are not open to the public is not enough not to require a permit. I will forward another e-mail from Cliff that also would require Outpost or some other company to get an electrical inspection. It does seem prudent for the State to review. From: Owens, Cliff [mailto:Ciiff.Owens@dora.state.co.us] Sent: Wednesday, December 26, 2007 11:11 AM To: Andy Schwaller Subject: RE: Man camps NO,they are a sub. From: Andy Schwaller [mailto:aschwaller@garfield-county.com] Sent: Wednesday, December 26, 2007 10:03 AM To: Owens, Cliff Subject: FW: Man camps Cliff, I think my only question is could Outpost hire a licensed electrician on their payroll and then be exempt from getting permits and inspections? Presently, they are under the impression that that is the case. Thanks, 2/20/2008 'Andy From: Owens, Cliff [mailto:Ciiff.Owens@dora.state.co.us] Sent: Monday, December 24, 2007 11:3S AM To: Andy Schwaller Cc: Hammett, Grant; Conrad, Stephen; Tuchscher, Cyrus Subject: RE: Man camps Page 2 of4 Andy: No, I don't' think so. If the owner, EnCana or Williams, full time employees do the electrical work up to the standards of the State electrical board, which is the 2005 National Electric Code then no permits nor inspections are required. If they hire Outpost as a sub-contractor who may hire an Electrical Contractor then YES, it shall be permitted and inspected. Outpost can only do the work if they are registered electrical contractors, because they are not employees of EnCana or Williams as the case may be. Have a good day. Cliff From: Andy Schwaller [mailto:aschwaller@garfield-county.com] Sent: Friday, December 21, 2007 2:S2 PM To: Owens, Cliff Subject: RE: Man camps I think one last question, would it be the owner of the installation ( Encana or Williams) in house electrician or the subcontractor's (Outpost) electrician or both that would exempt the permit requirement? Thankfully, most of the interior electrical would have been done at the modular factory. It is the outside stuff that could be hooked up in the field by someone working for somebody. Thanks for your time. Andy ----------------· From: Owens, Cliff [mailto:Ciiff.Owens@dora.state.co.us] Sent: Friday, December 21, 2007 1:14PM To: Andy Schwaller Cc: Hammett, Grant; Conrad, Stephen Subject: RE: Man camps Andy, We the State electrical board basically states that if the "owner of the firm chooses to do it in house with their full time employees on their payroll" and "do the electrical installation to met the 2005 NEG standards" of which we the State Board has adopted. And they are not generally opened to the public, (such as Wal-mart) then they can legally do so. NOW, if they hire an electrical contractor to come in to their place of business to do the electrical work, that electrical contractor shall purchase an electrical permit through the State and do the work according to the NEG and shall request it be inspected by the State's Electrical Inspectors. As of my meeting with my two colleges this morning, I believe that is what we felt he State Rules and Regulations and the Colorado Revised State Statues read. I hope this helps. As far as the condition to the Permit issued by Garfield County, I feel it should read exactly as we stated, if done by the Corp. employees and meets the standards of the NEG, not generally open to the public then that would be ok. If they hire it done by licensed outside help then that is another can of worms. Feel free to call myself, Grant Hammett (303) 894-2990 or Stephen Conrad (303) 894-2307 Cliff From: Andy Schwaller [mailto:aschwaller@garfield-county.com] 2/20/2008 Sent:' Friday, December 21, 2007 12:44 PM · To: Owens, Cliff Subject: RE: Man camps Cliff, Page 3 of4 I read it 4 times suffering with a case of holiday brain and still do not understand it. Do you guys want to inspect the man camps? If not, would it be a good idea for us to include a Condition to the Permit to include "All electricity to be installed as per established electrical code. Owner is responsible for verifying compliance". Thanks, Andy From: Owens, Cliff [mailto:Ciiff.Owens@dora.state.co.us] Sent: Friday, December 21, 2007 11:15 AM To: Andy Schwaller; DLogan@GJOutpost.com; jgentry@gjoutpost.com; tracy.opp@williams.com; Jeff Kehr; Tuchscher, Cyrus Cc: Hammett, Grant; Conrad, Stephen; Adams, Charlie Subject: Man camps To Whom It May Concern: Per State Electrical Board Rules and Colorado Revised Statutes: 6.10 All systems supplying power that may normally be supplied by an electrical utility, such as, but not limited to, solar, wind, hydro and other generated sources, require a permit and inspection. 12-23-111. Exemptions. (3) Nothing in this article shall be construed to require any regular employee of any fmn or corporation to hold a license before doing any electrical work on the property of such fmn or corporation, whether or not such property is owned, leased, or rented: If the fmn or corporation employing any employee performing such work has all such electrical work installed in conformity with the minimum standards as set forth in this article and all such work is subject to inspection by the board or its inspectors by request in writing in accordance with subsection (14) of this section; and if the property of any such firm or corporation is not generally open to the public. No license for such fmn or corporation, nor inspection by the board or its inspectors, nor the payment of any fees thereon shall be required, with the exception of inspection by the board or its inspectors when performed by written request. Nothing contained in this article shall be construed to require any license, any inspection by the board or its inspectors, or the payment of any fees for any electrical work performed for maintenance, repair, or alteration of existing facilities which shall be exempt as provided in this section. Scenario: If I own a business that is wired by my employees and not generally open to the public, and I do the electrical work in conformity with the standards of the National Electric Code, then I do not necessarily need an electrical permit or inspection. If I own a business that is not generally open to the public BUT, I hire a registered electrical contractor to come in and perform the electrical installation, as defmed in statute: (1. 7) "Electrical work" means wiring for, installing, and repairing electrical apparatus and equipment for light, heat, and power., then, I am required to have the contractor obtain an electrical permit, the work is to be inspected, and must conform to the minimum standards of the National Electric Code in effect at that time by the Colorado State Electric Board. 2/20/2008 I hope this has been helpful in understanding the requirements of whether to inspect man-camps or not. Sincerely, Clifford A. Owens Supervisor Electrical Inspector State of Colorado 222 So. 6Th St. Grand Junction, CO. 8150 I (970) 248-7044 office (970) 560-2220 cellular (970) 256-9462 fax 2/20/2008 Page 4 of4 Allen Point Temporary Living Facility-Section 24: T6S-R96W -~:;.. . . " Request for Special Use Permit .. . . ~, ·: WilliamS. I ~ it: * SUP Application: * ISDS Approval : -Submitted 9/24/07 -Permit Number 4378 -Approved 1 0/16/07 * COGCC APD's : -10 wells approved 10/11/07 * Building Permit for Living Facility: -Application to State of Colorado Division of Housing 8/02/07 -State of Colorado Division of Housing plans approved 8/17/07 -Living facility modifications: Complete -Including fire suppression system -Colorado Department of Housing seal received 11/28/07 -CDH and State Fire Marshal inspections complete. -Permit Submitted 11/13/07 -Pending SUP & "Wet Stamp" Drawings -County Inspection required for Cert. of Occupancy -Installed: Has never been occupied * Recommend approval of SUP with Conditions of Approval to include but not limited to: -Occupancy no greater than 24ppl. Picture of Approved CDHStamp. *SUP, Building, and Certificate of Occupancy approval imperative to the health , welfare , and safety of numerous workers presently facing dangerous winter conditions while traveling on a daily basis. Q 2007 The Williams Companies. Inc. All rights reserved. Garfield County Sheriff's Office Emergency Operations Attn: Chris Bornholdt 1 08 8th Street Glenwood Springs, CO 81601 Ph: 970.945.0453 Sent Via U.S. Certified Mail September 19, 2007 RE: Emergency Response Notification Allen Point Winter Pad (AP 22-24-696 pad) Dear Chris: Enclosed you will find one (1) original copy of the Williams Housing Addendum. In accordance with Garfield County Planning and Zoning Regulations, the enclosed Addendum provides emergency response information for the Allen Point Winter Pad as list above. Also included and attached are driving directions, a map with the driving directions highlighted, and additional site specific maps to further detail the location described above. Williams Production RMT Co. is hereby requesting your review and posting of the information provided in the unfortunate request of your services. Williams Production RMT Co. Emergency Contact Information: Blake Roush Project Manager-Highlands 1058 County Rd 215 Parachute, CO 81635 Direct Line: 970.285.5321 Cell: 970.260.7028 Should you have any questions or concerns regarding this matter, feel free to contact Blake Roush@ 97 . 5.5321or myself@ (303) 606-4357. Tracy Opp Project Team Project Analyst -Piceance Highlands Williams Production RMT Co. SENDER: COMPLETE THIS SECTION • Complete items 1, 2, and 3. Also complete Item 4 if Restricted Delivery Is desired. • Print your nam e and address on the reverse so that we can return the card to you. • Attach this card to the back of the mailpiece, or on the front if space permits. 2. Artic le Number COMPI,.ETE TH{S SECTION ON DEI./VERY A. Signature x64: D. Is delivery address different from item 1? , 0 Yes If YES, enter delivery address below~ ' 'tJ No 'V" 3. Service Type ~Certified Mail 0 Registered 0 Insured Mail f't 0 Express Mall '6:l Return Receipt for Merchandise OC.O.D. 4. Restricted Delivery? (Extra Fee) 0 Yes (Transfer from service label) 7005 1820 0005 4759 3864 PS Form 3811, February 2 004 Domestic Return Receipt • .:n ,_[] cO rn IT' LI1 r- .::r LI1 CJ Cl Cl Cl ru cO r-'l I U.S. Postal Service"" CERTIFIED MAIL, .. RECEIPT (Domestic Mail Only; No In s urance Coverag e Provided) . . . . . . . . Off~C~i~l US IE Postage $ Certified Fee Return Receipt Fee Postm ark (Endorsement Required) Here Res~lcted Delivery Fee (Endorsement Required) Total Postage & Fees $ 1 02595.02·M·1540 I Housing Addendum -Minor Temporary Housing Garfield County, Colorado Pad/Layout Infmmation: (COGCC APD Application: Applied for) Facility Name: Allen Point Winter Pad lAP 22-24-696 pad) Field Name: Allen Point County: --,-,--'G"'-"aurf!.SieC!!IdL...,=--------------- Directions to Facility: See attached. GPS Coordinates (NAD 83): North-_ _,;3o;;9c,_;.5!._!1...!1S!.53~7L.._ West-108.061264 Elevation (Above Sea Level): 8451' GL Expected Installation Date: 1 0/15/07 Expected Time on Pad (must be< 1 year): 08/31/2008 Surface Owner Name, Address, Phone #: __ ,E"'x,xo,n"'M"""o""b'"-il-"0"-'iLI C~o,_,rp,o,r2a"-tio"'n'-'-- ExxonMobil Global Real Estate Ron Smith. Colony Supervisor 16825 Northchase Drive. Ste 200 Houston TX 77060 PH: 281.654.6183 Surface Use Agreement in Place: Emergency Response: (Attach copy of Certified Letter) Notification to Sheriff's Office: Notification to proper Fire Protection District: Yes./ Yes./ Yes./ NoD NoD NoD Are additional housing and/or facilities required beyond essential personnel and/or normal drilling and completion operations? Yes v' No D *If yes, continue and complete Additional Housing Requiremeltts for the above reference location. iginal copy to pemritting for submission to Garfield Co. Date: _____ _,_09>!.!./..!.1 9>!.!./_,_07!...._ ___ _ Printed N ame: ___ T'-'r-"a"'c'-"y-'0"-'p"-'p"------- Title: Asset Team Project Analyst-E&P Additional Housing Requirements: Buildings on Pad Total #of Occupants (must be <25): 24 # Communitized Trailers: 72'-x-:5::-4.e;,.:06:-_:-:U-n::-it __ _ Manufaclurer(s): ATCO IBC 2003 Compliant: ----:=:Y:-'e"'s'"'./7----:Nc::o-;:::D;-- Cmlllllents: CDOH Stamps Appended: Yes 0 No ./ Comments: Written approval received: Stamp not yet received Snow Load Ratings (lbs. per sq. ft.): Communitized Trailers: -----'7'-'5'-'lb"'s.,/,_,ft~. 2 __ Key Facilities and Services Potable Water System: # Tanks:~=---:-----:3~-::t4,"!0"'0"-0.J,Jg£a,_l. __ _ N arne of Hauler: ___ -'=R,e'-"d'-li_,S,e"-r.:.:.vi"'c"'e"-s __ _ PWSID Registration #: -'=C"'Oc-,02.,5"-"2'-'6'.L7-'-1 __ _ Sewage: Vault System: Yes D No./ Name of Hauler: ____ _ # Vaults: -:---:---::c:----c Capacity (must be >75 gallons/person/day):-=-- Overflow Alarm: Yes D No 0 ISDS: Yes./ No 0 ISDS Capacity (gaVday): 1920 gal. Refuse: #30 gallon, wildlife proof containers: -"'M'-"incc.'-'o"'f_1,__ __ Fire Protection: Other: Sprinkler System Installed (each unit): Yes ./ Smoke Alanns Installed (each unit): Yes./ Fire Extinguishers Installed (each unit): Yes ./ 2500 Gallons of Water Storage on Pad: Yes ./ J.FC 2003 Compliant (each unit): Yes ./ NoD NoD NoD NoD NoD Carbon Monoxide Almms Installed (each unit): Yes ./ NoD Food Services: Catered? Yes./ NoD Name of Caterer: CATERig CDPHEQ Food Handling Penni!? Yes./ NoD NIAD "-""""" +----------->---------------------~-----------'.------____ __,_ -----____ .,_----------->-- ' ' ' ' ' ' ' ' •·-;om•-~ ----------~---------i-----------+----,,C----?-<;;----------;----------+ · ---------~- ' ' ' ' ' ' ' ' ' ' ' ' ' ' ' ·o;:m~-+----------~---------~----------'\Q''-----------+----/'----"·---·--·-·---~----------;,.-- ' : ' ' t 1 I I ----------~----------~---------~----------~----------~-/. I, ' ~ ~ ~ -DETAIL MAP - 1"=100' SECTION 24, TOWNSHIP 6 SOUTH, RANGE 96 WEST, 6TH P.M., GARFIELD COUNTY, COLORADO t.A7TtVDE(NA027) NORlH 39.51155~ DEG. LONGI7VOt!(NM27} W(ST 1CU.OS06.:13 ~EG. -LOCATION MAP· 1" 1000' ~ ~RIFFIN&ASSOCIATE$, !NG. 1414ELKST.,SUITE202 SCALE: ASNOTED ROCK SPRINGS, WY 82901 JOB No.: 15636 (307) 362-5028 /-;:0::;~:';TEo;;_:-. ---::9A-::,.,::V;:7;-----j AP WINTER PAD:AP 22-24-696 PREPARED FOR: WILLIAMS PRODUCTION RMTCOMPANY EXHIBIT I EXHIBIT lA WILLIAMS PRODUCTION RMT COMPANY AP WINTER PAD: AP 22-24-696 SEC. 24, T6S, R96W 6th P.M. GARFIELD COUNTY, CO Beginning at the Parachute Colorado, travel Notihwesterly on County Road 215 for 3.4 miles to the Williams Allen Point Field Road. Travel this gravel resource road Northeasterly then Notihwesterly for 7.0 miles to the proposed access road and existing two-track. Tum right and travel Southwesterly for 472 feet to the location. 1414 ELK ST., SUITE 202 ROCK SPRINGS, WY82901 (307) 362-5028 PROPOSED ACCESS FOR WILLIAMS PRODUCTION RMT COMPANY AP WINTER PAD: AP 12-24-696 EXISTING ROAD STAKED ROAD - - - - - 1414 ELK ST., SUITE 202 ROCK SPRINGS, WY 82901 (SO 7) 382-5028 PROPOSED ROAD FOR WILLIAMS PRODUCTION RMT COMPANY AP WINTER PAD: AP ZZ-24-696 EXISTING ROAD PROPOSED ROAD --- ATCO StPuctures "*" ATCO STRUCTURES (U.S.A.) INC. SPECIFICATION FOR 72' X 54' 6-UNIT DRILL CAMP CLIENT: OUTPOST OFFICE PROJECT: 93642 SPECIFICATION: 606025-03 DATE: April17, 2006 ATCO ---------·-------, ATCO STRUCTURES (USA) INC . 1.00 General Information 1.01 Precedence Of Specifications The following specification will drawings . This proposal is based on and enc l osed floor plan. take precedence over the the following specifications 1 .02 Color Match ing ATCO shall not be held responsible for any discrepan c i es of color or pattern matching due to suppliers manufacturing tol erances. Pricing is based on the unles s otherwise noted in -1/8• vinyl floor ti le: -Vinyl covered gypsum: -Vinyl base: -T-grid ceiling tiles: -HVAC units: -Exterior receptacles : -High Rib siding : 1.03 Alternate Equipment following "standard" colors/materials these specifications: Armstrong: Shelter -White, Fortress-Whi te, Cool-White Hampton Gray or Ruff Stuff Azrock CB series Celotex T an or Grey Grey Saddle Tan, Li ght Stone, Polar White ATCO reserves the r i ght to make subst i tutions of material and equipment with material and equi pment equal in quality . 1.10 Contractual Information 1.11 Code Compliance The proposed b uildings will comply wi th the followi ng list. Changes requ ired by local c odes or due to proximity to existing buildin gs have not been considered. International Building Code (IBC) 2003 International Fuel Gas Code 2003 International Plumbing Code (IPC) 2003 National Electrical Code (NEC ) 2002 International Mechanical Code (IMP) 2003 Interna t ional Fire Code 2003 National Fire Protection Association 1 3R -Standard for the Installation of Sprinkler Systems in Residential Occupancies up to and Including Four Stories in Height National Fire Protection Associati on 72-National Fire Alarm Code 1 .12 Factors CATEGORY 2 SEISMIC FACTOR IE SNOW FACTOR IS WIND FACTOR IW SNOW EXPOSURE FACTOR Ce THERMAL FACTOR Ct SITE CLASS D EXPOSURE C S P E C\6 06-000 \6 06025-03 www .atcostructures .com 2 CUS T OM ER IN I TIAL_-:-:-_ Initia ls verifY that all inform ation conta ined on tllis page has b een read, is acc u ra te, and m eets c usto mers approval. Changes to th is specifi cation are subj ect to an additional charge. ATCO ----------------------------. 2 .00 General Description 2 .01 Type, Number and Description Type Number Mobile 6 ATCO prefabricated wood framed mobile buildings, measuring 12' wide x 54' long 2.03 Loading Parameters Live floor load 50 P.S.F. (100 Lb. Storage/Corridor Areas) Live roof load 70 P.S.F. Wind load 90 M.P.H. @ 3 -SECOND GUSTS 3.00 Structural Specifications 3.01 Design Criteria Structural ceiling/sidewall height at 8'-10" Finished ceiling height at 7'-6" 4.00 Plumbing Specifications 4.01 Supply Lines • Copper pipe stubbed to underside of structural floor to single drop per floor w/ site connection & insulation, by others. • Supply line to fixture connection to be industry standard 4.02 Drainage, Waste& Vent Piping • Drainage lines and fittings to be PVC • All drainage lines to be concealed where possible • Fixture drain lines stubbed to single drop per floor w/ site connection, & insulation by others. 5.00 Electrical Specifications 5.01 Unit Power Requirement • 120/240 volt, single phase, three wire, 60Hz 5 .02 Service Entrance • Conduit stub-down@ unit end for site connection by others. • Main service ground -by client. • All breakers to be 10,000 AIC, snap-in type 6.00 Fire Alarm System 6 .01 Fire Alarm System • Stub-ups provided for client supplied/installed fire alarm system • No other provisions have been made for fire alarm system 7.00 Signal System 7.01 Telephone • Telephone wiring, terminations, and connection fees-by client. 8.00 Drawing(s) 8.01 Drawings • As per Atco Structures (USA) Inc. suppl ied drawings. SPEC\606-000\606025-03 www.atcostructures.com 3 CUSTOMER INITIAL _ __,..,...._ Ini tia ls ve1i ty that a ll infonnation contained on this page has been read, is accurate, and meets customers approval. Changes to this specification are subject to an additional charge. Complex : 001 72' X 54' 6-UNIT DRILL CAMP (C/W) Unit : 000 72' X 54' 6-UNIT DRILL CAMP (C/W) Category: FRAMES -SKID & INTEGRAL 12 ", 26#, 3-RUNNER SKID FRAME W/ 1 8" & 30" EXTENSIONS TO BOTH ENDS OF KITCHEN FOLD UP LANDINGS OF EXIT DOORS HOT WATER TANK STAND BUMPERS TO MATELI NE WALLS Category : FLOORS 30" EXTENSION UNIT ATCO Quantity Length 6 1. 00 1 1. 00 4 1 .00 1 1. 00 20 1. 00 Quantity Length 2X8@16 " 0/C, R19 KRAFT-FACED, 3/4 " T&G 12' WID E 6 54.00 {ADDITIONAL JOISTS FOR FLOOR LOADING BELOW RANGE & WATER STORAGE TANK) 2X8 DOUBLE RIM JOIST 6 54.00 30-GAUGE METAL BELLY PAN W/ 3/8 " OSB UNDER-12 ' WIDE 6 54.00 Category: FLOOR -(INTERIOR FINISHES) 1/8" VINYL COMPOSITE TILE 12 ' WIDE-ARMSTRONG 1/8" VINYL COMPOS ITE TILE 12 ' WIDE-ARMSTRONG EPOXY FLOOR TO KITCHEN & WAS HCAR AREAS-12 ' Category: WALLS Quantity 5 2 2 Quantity 2 X 4 @16 " 0/C I Rll UN-FACED, 1/2 II CDX -10 I -MATELINE 1 2 X 4 DOUBLE TOP PLATE -MATELINE WALLS 1 2 X 6 @16 " 0/C, R19 UN-FACED , 1 /2 " CDX-10' -OUTSIDE WALLS 1 2 X 6 DOUBLE TOP PLATE -OUTSIDE WALLS 1 6 MIL POLY VAPOR BARRIER TO EXTERIOR MATELINE WALLS 5/8 " VINYL COVERED GYPSUM 10 ' FULL HEIGHT FRP OVER 5/8" GYPSUM KITCHEN/RESTROOM 4 " VINYL COVE BASE Category: SIDING 29 GA . PAINTED LOW RIB SIDING W/ TRIM MESA PROFI L E ON MATELINE WALL S Category: PARTITIONS 2 X 4 #2 SYP @ 16" 0/C -10 ' 2 X 4 DOUBLE TOP PLATE 5/8 " VINYL COVERED GYPSUM 10 ' FULL HEIGHT FRP OVER 5/8" GYP. KITCHEN/RESTROOM 4" VINYL COVE BASE R11 UN-FACED INSULATION TO PARTITIONS 2 X 4 WOOD PLENUM WALL Category : ROOF, FRAMING 2 X 8 #2 SYP@ 16 " 0/C, CAV ITY FILLED-12 ' WIDE 2 X 8@ 16 " 0/C TRANSVERSE SLOPE-12 ' WIDE 2 X 4 T-GRID SUSPENDED CEILING-1 2' WIDE 1 1 1 1 Quantity 6 6 Quantity 1 1 1 1 1 1 1 Quantity 6 6 6 5/8 " TYPE "X " GYPSUM TO UNDERSIDE OF RAF T ERS-12' WIDE 6 Length 54.00 30.00 24 .00 Length 540.00 540.00 252 .00 252.00 792.00 648.00 144 .0 0 792 .00 L ength 132 .00 132.00 Length 370.00 370.00 654.00 74.00 728.00 728.00 42.00 Length 54.00 54 .00 54 .00 54 .0 0 SPEC\606-000\606025-03 WW\f1/ .atcostructures . com 4 C USTOMER INITIAL. __ _ Init ials ve1ify that a ll infonnati o n contained on thi s page h as b een read , is acc urate, and m eets custom ers a pprova l. Changes to this specificati on are subject to an add iti onal charge. Category: ROOF, SKINNING .045 EPDM, 1 /2 " CDX PLYWOOD -1 2 ' WIDE TERMINATION ST RIP TO PER IMETER 6-MIL POLY VAPOR BARRIER Category: EXTERIOR DOORS 36 " X 80" GIENOW INDUSTRIAL DOOR W/ 10 X 18 V.P . LEVER PANIC HARDWARE W/ RIM CYLINDER -TAYMOR DOOR CLOSER 42" X 80" GIENOW INDUSTRIAL DOOR W/ LOCKING ARM MATELINE DOOR SEAL W/ THRESHOLD 30X80 GIENOW INDUSTRIAL DOOR (NO WINDOW) 36X8 0 GIENOW INDUSTRIAL DOOR (NO WI NDOW ) 3 0X80 GIENOW INDUSTRIAL INSW ING 36X8 0 GIENOW IND USTRIAL DOOR INSWING Category: INTERIOR DOORS 36 " X 80 " S.C. DOOR 20 MIN RATED W/ METAL FRAME 24" x 80" S .C . DOOR DOOR CLOSER -TAYMOR PUSH/PULL HARDWARE TO WASHROOM DOOR KEYED -TAYMOR PASSAGE -TAYMOR Category: WINDOWS 46" X 39 " DUAL GLAZE , HORIZONTAL SLIDER W/ SCREEN 46" VINYL MIN I BL INDS Unit : 001 FURNISHINGS Category: DOMESTIC & DORMITORY EQUIPMENT *** 4-PERSON BEDROOM FURNISHINGS *** BED -36" X 80 " BUNK BED W/ INNERSPRING MATTRESS P ER SONAL SHE L F / L I GHT COMBO COAT HOOK BOARD 12" X 18" X 72" METAL LOCKER 24 X 18 WRITING DESK CO MPLETE W/ CHAIR *** SINGLE MAN BEDROOM FURNISHINGS *** BED -54 " X 80" F ULL BED W/ INNERSPRING MATTRESS PERSONAL SHEL F / LIGHT COMBO 60 X 24 WRITING DESK COMPLETE W/ CHAIR 18" 3 -HOOK COAT HOOK BOARD 24" X 24" X 84" CLOSET 3 -TIER SHELVING (TO CAMP ATTENDANT ROOM) *** STORAGE ROOM FURNISHINGS *** 4 ' 3-TIER STAINLESS WIRE SHELVING *** RECREATION/LOUNGE FURNISHINGS *** 3 -PERSON LEATHER COUCH RECLINING END TABLE SPEC\6 06-000\606025-0 3 5 ATCO --------------, Quantity 6 6 6 Quantity 4 4 4 20 24 4 1 1 1 Quantity 24 1 25 2 19 4 Quantity 14 14 Quantity 16 32 32 32 8 4 4 4 4 4 1 4 2 2 Length 54 .00 132 .00 54.00 Length 1.00 1 .00 1.00 1.00 1.00 1.00 1.00 1.00 1. 00 Length 1.00 1 .00 1. 00 1 .00 1 .00 1 .00 Length 1. 00 1.00 Leng th 1. 00 1 .00 1 .00 1.00 1. 00 1 .00 1.00 1. 00 1.00 1 .00 1. 00 1.00 1. 00 1. 00 www .atcostructures . com CUSTOMER IN ITIAL. __ _ Ini tia ls ve lify that all info nnat ion co nta ined on th is page has bee n read, is accurate , and meets cu stomers approval. Changes to this spec ifi cation are subjec t to a n add it io na l charge. COFFEE TABLE 16.5 CU FT REFRIGERATOR 42" FLAT PANEL W/ CABINET FOR RECEIVER & DVD PLAYER *** DINING ROOM FURNISHINGS *** COFFEE MAKER JUICE DISPENSER 8 ' PLASTIC LAMINATE COUNTERTOP W/ LEGS VINYL STACK CHAIR 8' DINING TABLE CONDIMENT SHELVING 16 .5 CU FT REFRIGERATOR *** KITCHEN FURN ISHINGS *** STAINLESS STEEL TRIPLE POT SINK W/ DRAINBOARDS & SHELF 0 STAINLESS DISH COUNTER STAINLESS COUNTERTOP W/ SHELF HOT FOOD TABLE 16 .5 CU FT REFRIGERATOR 10# FIRE EXTINGUISHER BAKERS TABLE W/ BINS UTENSIL RACK STAINLESS STEEL SHELF OVER BAKERS TABLE 60" RANGE W/ 4 -BURNERS, GRIDDLE TOP AND OVEN DEEP FRYER S.S EXHAUST HOOD/FIRE SUPRESSION/EXHAUST FAN 20 GAL ELECT. HOT WATER HEATER *** WASHROOM/LAUNDRY FURNISHINGS *** SHAVING SHELFS 3' PLASTIC LAMINATE COUNTERTOP W/ HAMPER & TOWEL SHELF COAT HOOK BOARD AUTOMATIC WASHING MACHINE ELECTRIC DRYER 60" UPPER CABINET ABOVE WASHER/DRYER *** COOLER/FREEZER FURNISHINGS *** 49 cu. FT . REFRIGERATOR 49 cu. FT. FREEZER 35 cu . FT . REFRIGERATOR 35 cu. FT. FREEZER 2' PLASTIC LAMINATE COUNTERTOP * * * MECHANICAL ROOM FURNISHINGS * * * 1600 GAL. WATER STORAGE W/ PUMP & DUAL PRESSURE SYSTEM 48" 3-TIER WIRE SHELVING Unit : 00 2 ELECTRICAL Category : LIGHT FIXTURES 1 1 1 1 1 1 18 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 4 1 4 1 1 1 1 1 1 1 1 1 1 60 WATT, INCANDESCENT LIGHT W/ 6" GLOBE -ROMEX 2 X 4, T12, 4-LAMP, RECESSED LIGHT FIXTURE -ROMEX 70 WATT HPS W/ PHOTOCELL -ROMEX Quantity 14 25 4 ATCO 1.00 1.00 1. 00 1. 00 1. 00 8 .00 1.00 1. 00 3.00 1.00 1. 00 6 .00 4.00 1. 00 1. 00 1. 00 1.00 1. 00 1. 00 1 .00 1.00 1. 00 1. 00 1.00 3.00 1. 00 1.00 1.00 1.00 1.00 1. 00 1. 00 1. 00 2.00 1. 00 1. 00 Length 1. 00 1. 00 1.00 SP EC\6 06-0 00\606025-0 3 vvww.atcostructures .com 6 CUSTOMER INITIAL_--,--,--- Init ial s verify that all infonnation contained on this page has been read , is accurate, and m eets customers approva l. Changes to this s peci fication are subject to an additional charge. ----------------------------- Category: DEVICES -SW'S,RECEPT 'S 15-AMP DUPLEX RECEPTACLE -ROMEX 15-AMP DUPLEX GFI RECEPTACLE -ROMEX SINGLE POLE SWITCH -ROMEX 3 -WAY SWITCH -ROMEX Ca tegory: PANEL S & BREAKERS 100 -AMP EXTERIOR NEMA 3R PANEL W/ MAIN EXTERIOR SURFACE MOUNT W/ MAIN & UNIT CONNECTION WIRE PANEL CH 60 AMP DISCONNECT Category: WIRING-APPLIANCES ,HEATERS ETC UNIT TO UNIT INNERCONNECTS ELECTRIC WATER HEATER WIRING -{ ALL ) EXHAUST FAN WIRING HVAC WIRING Category : PHONE , COMPUTER BLANK J-BOXES STUBBED ABOVE CEILING VIA EMT CONDUIT Cat egory: FIRE ALARM , EXIT, EMERGENCY LT BLANK J-BOXES STUBBED ABOVE CEIL ING VIA FLEX CONDUIT SMOKE DETECTOR {9V BAT T ERY) DUAL HEAD EMERGENCY LIGHT -ROMEX LIGHTED EXIT SIGN {SINGLE FACE) -ROMEX Category : S ERVICE ENTRANCE -MAST I CORD 2 " EMT STUBBED THROUGH EXTERIOR WALL Unit : 003 HVAC Category: HEATING WALL HUNG, 3 TON COOLING, 15 KW HEAT Quantity 62 3 24 4 Quantity 5 1 6 Quantity 15 1 2 6 Quantity 16 Quantity 24 20 4 4 Quantity 6 Quantity 6 WALL HUNG, 4 TON COOLING, W/20 KW HEAT STRIP & CRY KIT FLEX & GALVANIZED S/A DUCTWORK W/ GRILLES & FIRE DAMPERS 6 6 1 FULLY DUCTED RETURN & FIRE DAMPERS MAKE -UP AIR UNIT IN KITCHEN Unit : 004 PLUMBING Ca tegory : VENTILATION 350 CFM EXHAUST FAN FRESH AIR INTAKE 75 CFM EXHAUST FAN Quantity 1 1 1 ATCO Length 1. 00 1 .00 1. 00 1. 00 Length 1.00 1 .00 1. 00 Length 1. 00 1.00 1.00 1. 00 Length 1.00 Length 1. 00 1. 00 1. 00 1.00 Length 1.00 Length 1 .00 54.00 1. 00 1.00 Length 1.00 1. 00 1. 00 S PE C\60 6 -0 00\6 060 25 -03 www .atcostructures.com 7 CUSTOMER INITIAL. __ _ Ini t ials ve1ify that a ll infon nation contained on thi s page has been read, is accurate , and meets customers a pprovaL Changes to th is s p ec ifi cati on are s ubj ec t to an additional charge. -------------- Category: PLUMBING FIXTURES 18" X 36" FRAMELESS MIRROR STANDARD WATER CLOSET WI OPEN FRONT SEAT -(COPPER 32 " NON-ADA SHOWER -(COPPER PIPE) WALL HUNG URINAL WI FLUSH VALVE -(COPPER PIPE) FLOOR DRAIN WI TRAP PRIMER WALL HUNG LAVATORY -(COPPER PIPE) FIBERGLASS UTILITY SINK WI FAUCET-(COPPER PIPE) METAL URINAL SCREEN METAL TOILET PARTITION WASHER OUTLET BOX WI VALVES DRYER VENT SOAP DISPENSER PAPER TOWEL DISPENSER Category: WATER TANKS I HEATERS I PUMPS 80-GALLON ELECTRIC WATER HEATER SPEC\606-000\606025-03 8 ATCO --------~·-------. Quantity Length 5 1. 00 PIPE) 4 1.00 4 1.00 2 1. 00 2 1. 00 5 1.00 1 1. 00 2 1. 00 3 1. 00 1 1.00 1 1.00 3 1.00 3 1. 00 Quantity Length 1 1. 00 www.atcostructures .com CUSTOMER INJTIAL. __ _ Ini tials ve lify that all infonnation co nta in ed on thi s page ha s been read, is acc ura te, and meets customers app rova l. Changes to thi s speci fi cat ion are subject to an additional c harg e. STATE OF COLORADO FACTORY BUILT NON RESIDENTIAL APPLICATION Fee ciue with application-Not subject to return Jun 2003 Name of Manufacturer Plant Street Address Plant I. D. Number /)ot:. No,tt, n,-wfe U. I ) 4tco S-tr"'" +«f'B (u?'l) r., •. Plao.t Mailing Address '.Dtbo/1. n. 75'1'7} PlantTelenh(\ne (lab) 8';1."1 _23P-:'> ____ _ (800), ___ ---------- Contact Person ~~) i'~l•r_._h•_n•_,/P:c::l:_l-/_,_,;,,_ __ _ (800) Name of Inspection Agency and Mailing A,ddrcss Telephone ( ). ____ . ______ _ (800) Model Description Product Name ROOF DESIGN LOAD 75 _PSF FJRE RATING EX rERIOR WALLS _HR . WIND DESIGN PRESSURE 1/t. = FIRE RATING FLOOR HR ' ~ ,::I(OOR LOAD &::n PSF FIRE n~•u"; CE LING .HR . FEE TOTAL 1MOUNT ' FOOTAGE Annual '"' i , -$500.00 Eaoh Pe< c Location un;t(') Squ"'e Footage '5'tq0 A. Fee-$0.25 Per Square Foot dqn r;o ('' h '(y) 'JY/·'1 B. Plan Revision-$0.10 Per Square Foot 4 r< D. Additional Plan Set-$0.10 Per Square Foot ') "J7j_Ci E. Minimum Fee is-$160.00 Pi;n APP~o~~~ NUlnb;r~ ------~-- !! I' I ,) .r ,_, r ' ., ,q 1 ' ' l ------------/~ ... L-------... -----. TOTAL ~nvuon ouo"~' '~" ;i"/q 7. so EXPIRES! '/ I i ' ' ---------~ _;_!_;~ ~.::':.:·::. ' --------· )IUFACTURER CERTIFIES that only approved cquipme11t and materials will be used and the instalh.tions shaH be made in accordance 'vith approved plans and applicabie ... s and provisions of the Colorado Division of Housing. Manufacturer agrees to in-plant inspection of mit.s manufactured under the above plan approval. Application shall b1 made for and ituignia affixed to each factory built non residential that is subject to Colorado statutes and 1rhich is manufactured or is to be sold or offered for sale in tile State of Colorado. DIY. OF HOUSING, l3l3 SHERMAN STREET, RM 518, DENVER, C J 80203 (303) 866-4616 FAX 866--<;077 '·"-'fH Ph-..\nnrrw.li Annli~ali<''ll6i2COJ) COMcheck Software Version 3.4.1 Envelope Compliance Certificate 2003JECC Report Date: 08/02107 Data filename: R:\WJP\HEAT LOSS\2006\93642.cck Section 1: Project Information Project Title: Atco Structures-1106 N. Temple Dr. Diboll, Tx. 75941-2400 BurkburneH Rd. Wichita Falls, Tx. 76306 Construction Site: Owner/Agent: 93642 72' x 54' Outpost Drill Camp Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Vertical Glazing I Wall Area Pel.: Actlvitv Type(s) Corridor, Restroom, Support Area Kitchen Dining Storage, Industrial and Commercial Exercise Center Other Meeker, Colorado 15 8658 104 New Construction ?% Floor Area 957 293 293 220 293 1685 Section 3: Requirements Checklist Designer/Contractor: BILLY BRYAN ATCO STRUCTURES 1106 NORTH TEMPLE DR /2400 BURKBURNETT ROAD DIBOLL/WICHITA FALLS. TX 75941/ 76306 EriveloJ)e!PAS5ES:D9sigrl6°A.'bS.tterthan,co~e.,' ~·' .. ,;;·;·" ·' · ~, •,..,': .. '· ,'_: ~~ l,c·;,;, .. '.,·:,·,.: Climate-Specific Requirements: Component Name/Description Gross Area Cavity Cont. Proposed Budget or Perimeter R.Value R-Value U-Factor U-Factor Roof 1: All-Wood JoisURafterffruss 3888 30.0 0.0 0.035 0.048 Exterior Wall1: Wood Frame, Any Spacing 2514 11.0 0.0 0.103 0.067 Window 1: Metal Frame with Thermal Break:Double Pane, Clear, 182 0.870 0.520 SHGC 0.66 Door 1: Solid 80 0.049 0.112 Floor 1: All-Wood Joistffruss 3888 19.0 0.0 0.049 0.040 (a) Budget U-factors are used for software baseline calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 0 1. All joints and penetrations are caulked, gaskeled or covered with a moisture vapor-permeable wrapping material installed in accordance with the manufacturer's installation instructions. 0 2. Windows, doors, and skylights certified as meeting leakage requirements. Atco Struclures-1106 N. Temple Dr. Diboll, Tx. 75941 -2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Page 1 of 9 0 3. Component R-values & U-factors labeled as cerlified. 0 4. Insulation installed according to manufacturer's instructions, in substantial contact with tile surface being insulated, and in a manner that achieves the rated R-vaJue without compressing the insulation. 0 5. Stair, elevator shaft vents, and other dampers integral to the building envelope are equipped with motorized dampers. 0 6. Cargo doors and loading dock doors are weather sealed. 0 7. Recessed lighting fixtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropriate air-tight assembly with a 0.5 inch clearance from combustible materials and with 3 inches clearance from insulation material. 0 8. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. in area. 0 9. Vapor retarder installed. Section 4: Compliance Statement Compliance Statement: The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed envelope system has been designed to meet the 2003 IECC requirements in COMcheck Version 3.4.1 and to comply with the mandalory requirements in the Requirements Checklist. ~~r~~ 5r. Signature Date Name-Tille Atco Structures-1106 N. Temple Dr. Diboll. Tx. 75941 · 2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Page 2 of 9 COM check Software Version 3.4.1 Lighting Compliance Certificate 20031ECC Report Date: 08/02/07 Data filename: R:\WIP\HEAT LOSS\2006\93642.cck Section 1: Project Information Project Title: Atco Structures-1106 N. Temple Dr. Diboll, Tx. 75941 -2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Construction Site: Owner/Agent: 93642 72' x 54' Outpost Drill Camp Section 2: General Information Building Use Description by: Activity Type Project Type: New Construction Activity Type(s) Corridor, Restroom, Support Area Kitchen Dining Storage, Industrial and Commercial ll\arcise Center Other Section 3: Requirements Checklist Interior Lighting: Floor Area 957 293 293 220 293 1685 0 1. Total actual watts must be less than or equal to total allowed watts. Allowed Watts Actual Watts Complies 3601 3132 YES 0 2. Exit signs 5 Watts or less per side. Exterior Lighting: 0 3. Efficacy greater than 45 lumensfVII. Exceptions: Designer /Con tractor: BILLY BRYAN ATCO STRUCTURES 1106 NORTH TEMPLE DR. 12400 BURKBURNETT ROAD DIBOLL I WICHITA FALLS, TX 75941/ 76306 Specialized lighting highlighting features of historic buildings; signage; safety or security lighting; low-voltage landscape lighting. Controls, Switching, and Wiring: 0 4. Independent controls for each space (switch/occupancy sensor). Exceptions: Areas designated as security or emergency areas that must be continuously illuminated. Lighting in stairways or corridors that are elements of the means of egress. 0 5 Master switch at entry to hotel/motel guest room. 0 6 Individual dwetling units separately metered. 0 7. Each space provided with a manual control to provide uniform light reduction by at least 50%. Alco Slruclures-1106 N. Temple Dr. Diboll, Tx. 75941-2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Page 3 of 9 Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a corridor, storeroom, restroom, public lobby or guest room; Areas that use Jess than 0.6 Watts/sq. ft. 0 8. Automatic fighting shutoff control In buildings larger than 5,000 sq.ft. Exceptions: Areas with only one luminaire, corridors, storerooms, restrooms, or public lobbies. 0 9. Photocell/astronomical time switch on exterior lights. Exceptions: Lighting intended for 24 hour use. 0 10.Tandem wired one-lamp and three-lamp ballasted luminaires (No single-lamp ballasts). Exceptions: Electrohic high-frequency ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement Compliance Statement: The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed lighting system has been designed to meet the 2003 IECC, Chapter 8, requirements rn COMcheck Version 3.4 1 and to comply with the mandatory reqwrements m the Requirements Checklrst 5r. De..,,0 ~e..-~ f2 ~ Name-T1tle SJgnalure Date Atco Structures-1106 N. Temple Or. Diboll, Tx. 75941 -2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Page 4 of 9 COM check Software Version 3.4.1 Lighting Application Worksheet 2003 IECC Report Date: Data filename: R:\WIP\HEAT LOSS\2006\93642.cck Section 1: Allowed Lighting Power Calculation A B c D Area Category Floor Area Allowed Allowed Watts (ft2) Watts I ft2 (B x C) CC'1ridor, Restroom, Support Area 957 0.9 861 Kitchen 293 1.2 352 Dining 293 0.9 264 Sic rage, Industrial and Commercial 220 1).8 176 Exercise Center 293 0.9 264 Other 1685 1685 Total Allowed Watts-3601 Section 2: Actual Lighting Power Calculation A B c D E Fixture ID : Description I Lamp I Wattage Per Lamp f Ballast Lamps/ #of Fixture (C XD) Fixture Fixtv1es Watt. Corridor, Restroom, Support Area (957 sq. ft.) Linear Fluorescent 1: 48" TB 32W I Electronic 4 '" 124 1860 Kitchen (293 sq. ft.) Linear Fluorescent 2: 48" T8 32W I Electronic 4 3 124 372 Dining (293 sq. ft.) Linear Fluorescent 3: 48" TB 32W I Electronic 4 3 124 372 Storage, Industrial and Commercial (220 sq. ft.) Compact Fluorescent 1: Twin Tube 13W f Electronic 2 2 13 26 Exercise Center (293 sq. ft.) Linear Fluorescent 4: 48" TB 32W I Electronic 4 3 124 372 Other (1685 sq. ft.) Compact Fluorescent 2: Twin Tube 13W I Electronic 2 10 13 130 Total Actual Watts -3132 Section 3: Compliance Calculation If the Total Allowed Watts minus the Total Actual Watts is greater than or equal to zero, the building complies. Total Allowed Watts= 3601 Total Actual Watts= 3132 Project Compliance = 469 Alco Structures-1106 N. Temple Dr. Diboll, Tx. 75941 -2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Page 5 of 9 COM check Software Version 3.4.1 Mechanical Compliance Certificate 2003 IECC Report Date: 08/02/07 Data filename: R:\WIP\HEAT LOSS\2006\93642.cck Section 1: Project Information Project Title: Atco Structures-1106 N. Temple Dr. Diboll, Tx. 75941 -2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Construction Site: Owner/Agent: Designer/Contractor: 93642 72' x 54' Outpost Drill Camp BILLY BRYAN ATCO STRUCTURES 1106 NORTH TEMPLE DR./2400 BURKBURNEIT ROAD DIBOLL I WICHITA FALLS, TX 75941/ 76306 Section 2: General Information Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (base 65 degrees F): Project Type: Meeker, Colorado 15 8658 104 New Construction Section 3: Mechanical Systems List Sy::tem Type & Description HVAC Sy~tem 1: Heating: Central Furnace, Electric I Cooling: Rooftop Package Unit. Capacity Unknown, Air-Cooled Condenser I Single Zone Section 4: Requirements Checklist Requirements Specific To: HVAC System 1 : 0 1. Equipment minimum efficiency: Rooftop Package Unit: 9.7 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: 0 1. Load calculations per 2001 ASHRAE Fundamentals 0 2. Plant equipment and system capacity no greater than needed to meet loads -Exception: Standby equipment automatically off when primary system is operating -Exception: Multiple units controlted to sequence operation as a function of load 0 3. Minimum one temperature control device per system 0 4. Minimum one humidity control device per installed humidification/dehumidification system [J 5 Thermostatic controls has 5 degrees F deadband -Exception: Thermostats requiring manual changeover between heating and cooling 0 6 Automatic Controls: Setback to 55 degrees F (heat) and 85 degrees F {cool): 7-day clock, 2-hour occupant override, 1 0-hour backup -Exception: Continuously operating zones -Exception: 2 kW demand or less, submit calculations [) 7. Automatic shut-off dampers on exhaust systems and supply systems with airflow >3,000 cfm 0 8. Outside-air source for ventilation; system capable of reducing OSA to required minimum Atco Structures-1106 N. Temple Dr. Diboll, Tx. 75941-2400 Burkburnett Rd. Wichita Falls, Tx 76306 Page 6 of 9 0 9. R-5 supply and return air duct insulation in unconditioned spaces R-8 supply and return air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part of a building assembly Exception: Ducts located within equipment Exception: Ducts with inferior and exterior temperature difference not exceeding 15 degrees F. 0 10.Ducts seated-longitudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 1818 tapes and mastics Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification 0 11.Mechanical fasteners and sealants used to connect ducts and air distribution equipment 0 12.0peration and maintenance manual provided to building owner 0 13.Balancing devices provided in accordance with lMC 603.15 0 14.Stair and elevator shaft vents are equipped INith motorized dampers Section 5: Compliance Statement Compliance Statement: The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMcheck Version 3.4.1 and to comply with the mandatory requirements in the Requirements Checklist. Sr. Name-Title Date Atco Structures-1106 N. Temple Dr. Diboll, Tx. 75941-2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Page 7 of 9 2003 IECC Report Date: COM check Software Version 3.4.1 Mechanical Requirements Description Data filename: R:\WIP\HEAT LOSS\2006\93642.cck The following list provides more detailed descriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: HVAC System 1 1. The specified heating and/or cooling equipment is covered by ASH RAE 90.1 Code and must meet the following minimum efficiency: Rooftop Package Unit: 9.7 SEER Generic Requirements: Must be met by all systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures in the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. Exception: The equipment and/or system capacity may be greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and/or system is operating. Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls to sequence operation of the units as the load increases or decreases. 3. Each heating or cooling system serving a single :zone must have its own temperature control device. 4. Each humidification system must have its own humidity control device. 5. Thermostats controlling both healing and cooling must be capable of maintaining a 5 degrees F dead band (a range of temperature where no healing or cooling is provided). Exception: Deadband capability is not required if the thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the following criteria:a) capable of setting back temperature to 55 degrees F during healing and setting up to 85 degrees F during coolingb) capable of automatically selling back or shutting down systems during unoccupied hours using 7 different day schedulesc) have an accessible 2-hour occupant overrlded) have a battery back-up capable of maintaining programmed settings for at leasl10 hours without power. Exception: A setback or shutoff control is not required on thermostats that control systems serving areas that operate continuously. Exception; A setback or shutoff control is not required on systems with total energy demand of 2 kW (6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow rates >3,000 cfm of outdoor air and all exhaust systems must have dampers thai are automatically closed while the equipment is not operating. 8. The system must supply outside ventilation air as required by Chapter 4 of the International Mechanical Code. If the ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the system must be capable of reducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the following levels:a) Supply and return air ducts for conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum of R-5. Unconditioned spaces include attics, crawl spaces, unheated basements. and unheated garages.b) Supply and return air ducts and plenums must be insulated to a minimum of R-8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or roofs), minimum R-8 insulation is required only between the duct and the building exterior. Exception: Duct insulation is not required on ducts located within equipment. Exception: Duct insulation is not required when the design temperature difference between the interior and exterior of the duct or plenum does not exceed 15 degrees F. 10. All joints, longitudinal and transverse seams, and connections in ductwork must be securely sealed using weldments; mechanical fasteners with seals, gaskets, or mastics; mesh and mastic sealing systems; or tapes. Tapes and mastics must be iisted and labeled in accordance with UL 181A or UL 181 B. Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressures less than 2 inches w.g. pressure classification. Atco Structures-1106 N. Temple Dr. Diboll, Tx. 75941 · 2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Page 8 of 9 11. Mechanical fasteners and seals, masHes, or gaskets must be used when connecting ducts to fans and other air distribution equipment, including multiple-zone terminal units. 12. Operation and maintenance documentation must be provided to the owner that includes at least the following information:a) equipment capacity (input and output) and required maintenance aclionsb) equipment operation and maintenance manualsc) HVAC system control maintenance and calibration information, including wiring diagrams, schematics, and control sequence descriptions; desired or field-determined set points must be permanently recorded on control drawings, at control devices, or, for digital control systems, In programming commentsd) complete narrative of how each system is intended to operate. 13. Each supply air outlet or diffuser and each zone terminal device (such as VAV or mixing box) must have its own balancing device. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffusers. 14. Stair and elevator shaft vents must be equipped with motorized dampers capable of being automatically closed during normal building operation and interlocked to open as required by fire and smoke detection systems. AU gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers that will automatically shut when the spaces served are not in use. Exceptions: ·Gravity (non-motorized) dampers are acceptable in buildings less than three stories in height above grade. -Ventilation systems serving unconditioned spaces. Atco Structures-1106 N. Temple Or_ Diboll, Tx_ 75941-2400 Burkburnett Rd. Wichita Falls, Tx. 76306 Page 9 of 9 ATCO STRUCTURES DIBOLL, TX WICHITA FALLS, TX SUBJECT: WIND- LATERAL RESISTANCE ANALYSIS ENGR: KEVIN M. FINN, P.E. 2700 W WILDEN AVE. 2 GOSHEN, IN 46528 THIS CALCULATION CONSIDERS THE LATERAL ANALYSIS ON THE HORIZONTAL DIAPHRAGM OF WIND AND ANALYZES THE DESIGN SUPPORTING THIS CONSIDERATION. WINO SPEED -110 MPH exp. C -3 SECT Total Factors EXP. B TO C = 1.21 IMPORTANCE FACTOR -1 2003/20061NTERNATIONAL BUILDING CODE qs = 19.33 PSF MODEL REFERENCE: 93642 TOTAL WIND LOAD= qs x B TO C EXP. FACTOR = 23.39 PSF TOTAL HORIZONTAL FORCE APPLIED AT TOP OF ROOF TO TOP PLATE CONNECTIION- ROOF PROJECTION = WALL PROJECTION = FORCE(PLF)ATTOPOFWALL = 1.5 FT -EFFECTIVE ROOF PROJECTION 9 FT 140.35 PLF APPLIED FORCE AT ENDWALL SHEARWALL ( 1/2 OF 72' LENGTH)= 5052.44 LBS RESULTANT APPLIED MAXIMUM DIAPHRAGM SHEAR LOAD= 93.56 plf -54' Diaphragm Depth 1/2" APA RATED SHEATHING EFFECTIVE SHEARWALL LENGTH EACH ENDWALL (WORST CASE) OF UNIT LENGTH= 40 FT -SHEARWALL ENDWALL RESULTANT SHEARWALL LOAD = 126.31 PLF -OKAY FOR 1/2" APA RATED SHEATHING 1 t'l ____ _ ENDWALL SHEARWALL TOTAL (ft) = 40 72 FT----------------. ATCO STRUCTURES DIBOLL, TX SUBJECT: STRAP CONNECTION COLUMN TO RIDGEBEAM I FLOOR ENGR: KEVIN M. FINN, P E. 2704 W. WILDEN AV., STE. 2 GOSHEN, IN 46528 THIS CALCULATION TO REVIEW THE STRAP CONNECTION FROM THE RIDGE RAIL TO THE STUD AND APPLIES TO THE STUD TO THE FLOOR RIM JOIST ALSO. CODE REF: 2003 IBC I 2001 NOS ASD MODEL 93642 WIND SPEED-110 MPH, EXP. c l n ~ MWFRS WIND UPLIFT = 16.80683 PSF DEAD LOAD FOR WIND UPLIFT RESISTANCE li 7 PSF DESIGN FOR WINO UPLIFT= 9.806828 PSF UNITWIDTH = 144 IN-MAX. SEE CHART BELOW UNIFORM LOAD TO RIDGEBEAM = 58.8 PLF -L__ MAX. TENSION CAP. OF 1-1/4" HURRICANE RATED STRAP= 3150 LBS x {1.25-0.131 x 2) /1.25" 2074.8 LBS LDF = 1.6 -CDOR1.3LDFx1.25METALSIDE FACTOR FOR NAIL LATERAL CAPACITY OF 0.131" NAIL = 129.6 LBS-1.75" PENETRATION -12 x PENET. COMPLIED WITH NO. OF NAILS TO MAX. OUT HURRICANE STRAP = 16.009 LBS-USE 16 NAILS USE MAX. TENSION CAPACITY OF STRAP -NAIL SYSTEM = 2074.8 LBS I STRAP DETERMINE MAX. OPENING NO. OF STRAPS- 1 2 NO. OF NAILS FOR STANDARD 8 FT O.C. SPACING REACTION FOR STD SPACING 470.7278 LBS NO. OF NAILS FOR STANDARD STRAP SPACING 3.632159 MAX. UPLIFT CAPACITY 2075 LBS 4149.6 LBS MAX. OPENING A MAX. OPENING 8 70.5 FT-8' O.C. STRAPS ACCEPTABLE FOR STANDARD WALL SPACING 141.0 FT ATCO STRUCTURES Diboll, TX Wichita Falls, TX SUBJECT: RAFTER CALCS 2001 NOS THIS CALCULATION IS AN ANALYSIS/DESIGN OF A RAFTER. ALL PARAMETERS OF THE DESIGN ARE INDICATED AS SUCH. PROGRAM DETERMINES THE Engineer: Kevin M. Finn, P.E. 2700 W. Wilden Av., Ste. 4 Goshen, IN 46528 MAXIMUM CLEAR SPAN (L). 2001/2005 NOS -ALLOWABLE STRESS DESIGN 2003/2006 IBC SITE CONDITIONS- ROOF LIVE LOAD = ROOF DEAD LOAD= 75 PSF 9 PSF REF: 93642 RAFTER SPACING = 16 IN O.C. UNIFORM LOAD= (LIVE+ DEAD) x RAFTER SPACING = W = 112.00 MATERIAL & PHYSICAL PROPERTIES- #2 GR.2x8SYP ON EDGE I (in) = 1.5 in LL ONLY W' = = 8.33 pli COMPARE TO WIND UPLIFT-110 MPH, EXP. C = = 9.33 pli d (in) = 7.25 in COMPONENT AND CLADDING 27.951 PSF-EXCEEDED BY lo (in''-4) = 47.63 Sx (in"'3)= 13.14 b nn) = 1.5 A (in"2) = 10.88 Ac (in"2) = 2.3 E i_~si) = 1.6E+6 Fb (psi)= 1200 Fv (psi)= 90 Fcper(psi)= 565 CD(rooQ = 1.15 CF = 1 Cr = 1.15 ALLOV'[IBLE SPAN BASED ON BENDING Fb' = f:"JxCDxCrxCF fb = .ffL'21(8 x (Sx)) L = [9 X (Sx) X Fb'/W]'0.5 ALLOW liSLE SPAN BASED ON DEFLECTION Ll deflection -5W'l"4/384EI l I 180 L = (384EI/900Wro 333 MAXIMUM SPANS BASED ON ABOVE CONDITIONS- GRAVITY LOAD ALLOWABLE SPAN BASED QN SHEAR Fv' = FvxCD fv = 1 .5W(L -2d)/(2 X A) L = Fv' X (2 X A)/(1.5W) + ;<d ALLOWABLE SPAN BASED ON COMPRESSION Cb = (b + 0.375)/b-1.250 fcper = WU(2 x Ac) L::: FcxCbxAcx2/W BENDING SHEAR DEFLECTION (in.) LEAST CONTROL L (in.) L (in.) LL ONLY 133.7 175.295 157.36 133.7 IN VS.-136" OK ATCD STRUCTURES SUBJECT: RAFTER CALCS Date: 8/8/2007 2001 NOS THIS CALCULATION IS AN ANALYSIS/DESIGN OF A HEADER. ALL PARAMETERS OF THE DESIGN ARE INDICATED AS SUCH. PROGRAM DETERMINES THE MAXIMUM CLEAR SPAN (L). SITE CONDITIONS- ROOF LIVE LOAD= ROOF DEAD LOAD= 75 PSF 10 PSF REF: 93642 TRIBWIDTH 76 IN Engineer: Kevin M. Finn, P.E. 2704 W. Wilden Av., Ste. 2 Goshen, IN 46528 UNIFORM LOAD = (LIVE + DEAD) X UNIT WIDTH/2 = W = 538.33 = 44.86 pli MATERIAL & PHYSICAL PROPERTIES- DBL '#2 I (in) = d (in) = lo (in"4) = Sx (in"3) = b (in)= A (in"2) = Ac (in"2) = E (psi)= Fb (psi) = Fv (psi)= Fcper(psi)= CD(roo0 = CF = Cr = GR. 2 x 6 SYP ON EDGE 3.0 in 5.5 in 41.59 15.13 1 .5 16.5 4.5 1.6E+6 1250 90 565 1.15 ALLOWf\BLE SPAN BASED ON BENDING Fb' -Ft: x CD x CrxCF fb = WL'2/(8 x (Sx)) L = [~ '(Sx) x Fb'IW]'0.5 1\UQli'i/.iJlLE SPAN BASED ON DEFLECl:J9_N_ LL deflec'ion -5W'L"4/384EI L1 240 L = [384EII1200W'J'0.333 Dl & LL deflect. = 5WL"4/384EI L = [384EI/900W]'0.333 L/ 180 MAXIMUM SPANS BASED ON ABOVE CONDITIONS- LL ONLY W' = 39.58 PLI 110 MPH, EXP. C MWFRS UPLIFT = 23.474 PSF-GRAVITY LOAD CONTROLS ALLOWABLE SPAN BASED ON SHEAR Fv' -FvxCD fv = 1 .5W(L -2d)/(2 X A) L = Fv' x (2 x A)/(1.5W) + 2d ALLOW/\§,E_.§E8!'! 8t,SEI)_ <2J'I.cOMERESSJQN Cb = (b + 0.375)/b = 1.250 fcper = WU(2 x Ac) L = FcxCbxAcx2/W BENDING SHEAR DEFLECTION (in.) COMPRESSION (in) LEAST CONTROL L (in.) L (in.) LL ONLY DL DBL '#2 ·2x6SYP 62.3 61.757 81.30 85.82 141.6873 61.8 IN-OK ATCO STRUCTURES SUBJECT: WALL STUD CALCULATION STANDARD STUD CALCULATION. ROOF LOAD" ROOF TRIB WIDTH " 6.21 FT DEAD LOAD " BUILDING CODE REFERENCE -2003 IBC CALC IS AN ANALYSIS OF LUMBER IN AN AS USED CONDITION -STD WALL STUD 20 PSF 10 PSF Engr: Kevin M. Finn, P.E. 2700 W Wilden Av., Sfe. 4 Goshen, IN 46528 I 2001 NOS ALLOW STRESS DESIGN ROOF TRIB LENGTH" 1.33 FT CONC. LOAD (P)" 247.6 LBS REFERENCE: 93642 LUMBER TYPE #2SYP2X4 STUD HEIGHT" L " 104 IN WITH 3/8" APA RATED SHEATHING lo " 5.63 IW·4 MOE 1.6E+6 PSI Fefl = 1650 PSI Sx " 3.22 IN'3 Fb " 1500 PSI d " 3.5 IN A" 5.25 IN'2 Fv = 90 PSI Hid " 29.714 CD= 1.250 (snow) 1.6 (wind) CF com= 1 CF bend= 1 FcE/Fc* = 0.2636 e " 0.8 Cr = 1.15 KeE " 0.3 (1 + FeE/Fe')/2e " 0.7897 Fe* = Fell x CD X CF " 2062.50 PSI FeE " KeE(E')/(H/d)'2 " 543.64 PSI Cp " (1 + FeE/Fe')/2e -1(1+ FeE/Fe'/2c)'2-FeE/Fe'/e]'0.5 " 0.2473 Fe' " Fell x Cp X CF X CD " 510.1 PSI TOTAL CAPACITY PER 2 x 4 STUD (#2 SYP) " Fe' x A" 2678.1 LBS BENDING-WIND PRESSURE @ 110 MPH, EXP. 8 -19.33 psfTRIB = 16 IN TOTAL FACTORS INCLUDING CONV. WIND EXP. B TO C" 1.42 TOTAL WIND LO/ .l " 27.45 PSF FOR 110 MPH, EXP. C WIND LOAD = W " :1.05 PLI fb " WH'2/(8 x (Sx)) = 1282.4 psi Fb' = Fb x Cr X CF X CD= 2760 INTFR/\CTION EQUATION: fe"P/2A" 23.579 PSI fe/Fe " 0.0462 (fdFc')'2 + fb/]Fb'( I -fe/FeE) = 0.4878 OK SHEAR-fv " 1.5V/2A " 42.27 PSI DEFLECTION " 5WL '4/384EI 0.5160 IN VS L/120 " OK ExxonMobil Global Services Company Global Real Estate and Fac ilities P.O. Box 2567 Houston. Texas 77252 ·2567 October 22. 2007 Garfield County Building & Planning Attn: Ms . Katy Middleton , Planner l 08-8th Street Suite 40 l Glenwood Springs. CO 81601 Re: Application for Temporary Employee Housing Township 6 South, Range 96 West. 6111 P.M. Section 24: SE/4NW/4 Garfield County. Colorado Ladies and Gentlemen: EJf(on obil ExxonMobil Oil Corporation ("ExxonMobil") is the surface owner of the above referenced lands. By Agreement dated July 25. 2005 tthe "Agreement"), Williams Production RMT Company ("Williams") is the owner of the right to explore for oil and gas beneath the referenced lands pursuant to the terms of said Agreement. As part of its operations, ExxonMobil understands that Williams may be required to maintain temporary employee housing on well sites during drilling, completion and re-working operations to enhance personnel safety and to minimize traffic and the days req uired for such operations. ExxonMobil has executed a Surface Use Agreement C'SUA ") dated August 8. 2007 granting Williams the right to use the location in question under certain terms and conditions (copy previously provided by Williams). ExxonMobil is aware of the standard industry practice of housing drilling and completions personnel on site during such activities, and we consider the SUA to include ExxonMobil approval to house such workers on location . ExxonMobil approves of the Williams proposed location of the AP 22-24-696 well site on the referenced ExxonMobil owned surface and the associated temporary employee housing. Additionally , ExxonMobil desires Williams to act on behalf of Exxon Mobil in applying for and obtaining all necessary county approvals and permits for the temporary employee housing described herein, and to represent ExxonMobil at any public hearings pertaining solely to this matter. As ExxonMobil considers an SUA to include the right to house up to 24 drilling or completions personnel on site during such activities, we would appreciate Garfield County accepting the SUA as evidence of ExxonMobil's approval of future Williams applications for temporary employee housing related to such activities . A.n ExxonMobll Subsldian Garfield County Building & Planning Attn: Ms. Katy Middleton, Planner Page2 Please don't hesitate to call me with any questions regarding this matter at (28!) 654- 6183. Sincerely, .~---4 Ronald M. Smith Operations Manager ------11 12 ----14 --13 30 ------.--17 16 29 r..cRIFFIN & ASSOCIATES, INC. 13071 -~ ~414ELK ST., ROCK SPRINGS, WY82901 DRAWN: 11120107 • KRH SCALE: N. T.S. REVISED: NIA DRG JOB No. 15587 AREA MAP ---1S 27 ---14 ARE4MAP FOR EXXONMOBU OU CORPORTION LANDS PREPARED FOR: WULIAMS PRODUCTION RMT COMPANY I I I 0 I 0 1l -.6tli:OI)o.•----------'---------------~- I I I 0 : I I I I I --~---- / 4,~ /: ~~ / I ~~ / ' ,~ )' / : "'->/I / I / ____ T_/-------~-----/ ,/ I / I ' I ' ' I I I I I I --------~----------~- I I I I I -----L----------L-1 I I ' ----L--1 I I I I I I I I I I I I I I I I I I I ' I ~~l~T----------~--------------------·---------r---I I ' ' N•SZ'.OOl•l.----------~-4 ~ ! -----,---------------------r- 1 0 I I I t.~fg : I I I I I I I I I I I I I I I I ----L----------L----------~----------L----------~-~ ~ @ ~ ~ ? : ~ ~ ~ '1 't ... lf 'i' I I I I I I I I -DE TA/LMAP- 1"= 100' SECTION 24, TOWNSHIP 6 SOUTH, RANGE 96 WEST, 6TH P.M., GARFIELD COUNTY, COLORADO LA TTTUDE (NAO 21} NORTH Js.:m:.,g Df:G. LO,GITUOE (NAD 27) WEST 101 080B.JJ OEC. -LOCATION MAP- 1"-1000' ~RIFFIN & ASSOCIATES, INC. 1414 ELK ST., SUITE 202 SCALE: AS NOTED ROCK SPRINGS, WY 82901 JOB No.: 15636 (307) 362-5028 1-0-A-TE-: --9.-VS/o-()-7---i AP WINTER PAD: AP 22-24-696 PREPARED FOR: WILLIAMS PRODUCUON RMT COMPANY EXHIBIT 1 EXHffiiTlA WILLIAMS PRODUCTION RMT COMPANY AP WINTER PAD: AP 22-24-696 SEC. 24, T6S, R96W 6th P.M. GARFIELD COUNTY, CO Beginning at the Parachute Colorado, travel Northwesterly on County Road 215 for 3.4 miles to the Williams Allen Point Field Road. Travel this gravel resource road Nmiheasterly then Northwesterly for 7.0 miles to the proposed access road and existing two-track. Tum light and travel Southwesterly for 472 feet to the location. 1!(7RIFFIN & ASSOCIATES, INC. 1414 ELK ST., SUITE 202 ROCK SPRINGS, WY 82901 (30 7) 362-5028 SCALE: 1" = 1 MILE DATE: 9/510 7 PROPOSED ACCESS FOR WILLIAMS PRODUCTION RMT COMPANY AP WINTER PAD: AP 22-24-69 6 EXISTING ROAD STAKED ROAD - - - - -18 ~RIFFIN & ASSOCIATES, INC. 1414 ELK ST., SUITE 202 ROCK SPRINGS, WY 82901 (30 7) 362-5028 =2000' JOB No. 15636 PROPOSED ROAD FOR WILLIAMS PRODUCTION RMT COMPANY AP WINTER PAD: AP ZZ-24-696 EXISTING ROAD PROPOSED ROAD ----1C ~RIFFIN & ASSOCIATES, INC. --""" ----------- WILLIAMS PRODUCTION RMT COMl,ANY A.P WINTER PAD: AP 22-24-696 LOCATION L4YOlJT c 1414 ELK ST., SUITE 202 ROCKSPRING~WY82901r-----------------+---------------------------------~ JOB No. 16636 SCALE: 1" = 100' (307) 362-5028 DATE: 9/5/07 EXHIBIT1D Nov 30 07 10:33a Dean Smith 9704640729 PETY ' tF'IliE FIRE PROTECTION SYSTEM L ___ -'------:....:FI:..::NAc..::L::...:I:...:.NS=-:P-=ECTION:_:__ _______ ____) October 9, 2007 Project-Williams Energy Camp Meeker, CO Curtis Engineering; Inc. Fruita, CO This inspection consisted of a 200 p.s.l. hydrostatic test of the system for two hours; a walk through Inspection to determine system deficiencies; and a test of the 5 hp Aqua Tank 13R fire pump system. Hydrostatic Test Passed. Tarnper switches Passed. Flow test passed. Pump set at 50 p.s.i. high and 25 p.s.i. low. 40 seconds to alarm. Sye;tem flowed at 50 p. s. i. Pump test passed. System approved and left in service. October 9, 2007 724 Monument View rive Grcmd Junction, CO 81505, Telephone:(970) 263-4140 FAX: (970) 263-4146 ean W. Smith Colorado Certified Inspector #91-1 ---~ ·-------------- p. 1 BEFOR E DIGG ING CALL F O R T I LIT Y LIN E LO CATI ON ~1.it ~Je£~t~t~t%~N ,l l I I I EXHIBIT2 UNGRADED ELEVATION: 8566.9 FINISHED ELEVATION: 8662.1' 100 100 WILLIAMS PRODUCTION RMT COMPANY CHEVRON TR 33·123·1 533-1341·534·1423-,424-,24-3-597 ESTIMATED EARTHWORK ITEM CUT FILL TOPSOIL EXCESS SCALE: 1" •100' 1414 ELK ST., SUITE 202 PAD 10398 CY 7560 CY 2776 CY 62 CY ROCK SPRINGS, WY 82901 JOB No. 13815 PIT 5593 CY 5593 CY (307) 362 -5028 1----:R::-:E::-V::-:-:IS:::E:=D:-: 6.:-:'/2=:3.::'/0::6:---1-~TO:.;T.=-:A-:-:L-::S~.;15.;;;9:;9~1 :.;;;C:;-;Y*76;:-;:6;-;;0-;;C;;-;Y~-;;27-:;:";;;6;-;C;-.:Y-;--h6;n66;:.5~C;:;""iY7i ~RIFFIN & ASSOCIATES, INC. 100 100 •• WILLIAMS PRODUCTION RMT COMPANY CHEVRON TR 33-,23-,533-,34,-534-,423-,424-,14-3-597 SCALE: 1" ~::r 100' 1414 ELK ST., SUITE 202 ROCKSPRING~WY82901r---------------~----------------------------------~ JOB No. 13815 (307) 362-5028 REVISED: 6/23/06 EXHIBIT 2A (SPRING 2007) Pipe Storage Area (100' X 140') Man Camp Generator 2 Brm 58' X 14' Trailer Office Pipe - Catwalk Trailer Office C rew Change 200' X 1 00' Reserve Pit 600' X 250' Pad Size 50 100 f1111111111 • • I Storage Shed 90' X 100' 10 Unit Frac Tanks 100' X40' 10 X 500bbl 10 Unit Frac Tanks 100' X 40' 10 X 500bbl Page I of 2 Jeff Kehr From: Jim Rada Sent: To: Cc: Tuesday, November 06, 2007 1:49 PM Kathleen Middleton Andy Schwaller; Jeff Kehr Subject: ISDS Design Williams Allen Point Winter Camp Attachments: Jim Rada.vcf Katy, The ISDS design submitted for this facility appears to meet the minimum requirements of the Garfield County ISDS Regulations. I have included and few comments and recommendations regarding the referenced submittal that might help avoid some problems and perhaps assist the County with future management of this and other systems. 1. The design flow paragraph indicates on page 2 indicates food grinding facilities will be available. I strongly recommend that grinders be disallowed as overuse of these facilities can lead to excessive solids accumulation in the septic tanks leading to premature absorption area failure. 2. I assume there will be commercial foodservice in this facility. If so, I strongly recommend that an appropriately sized grease trap be installed on the waste line from the utensil washing facilities to intercept grease before it reaches the main sewer line and septic tanks. Grease can cause substantial problems in pipes and tanks. 3. In conjunction with #2 above, the camp operator should develop a grease management system to provide for proper disposal of grease. If generated in large quantities, then a commercial grease hauler may be needed. If generated in small quantities, then it may be able to be handled as part of the solid waste management program of the site. 4. The site plan shows a building sewer of approximately 660 feet in length with the septic tanks located remote from the camp facilities. Such a long sewer line, if not carefully installed, can be prone to clogs. 5. No mention or depiction of an access road to the septic tanks is included in the plan. Access to septic tanks is imperative to providing adequate and timely inspection and maintenance, particularly if there is a problem. Furthermore, with such an elevation difference and distance from the camp, there is potential for a back up or overflow occurring without notice of the operator for some time. I strongly recommend that the tanks be installed on the pad if possible with an effluent line running from the pad to the absorption area. 6. The tank pump out plan mentioned in the 2nd paragraph of Page 3 is not appropriate. Most agencies recommend pumping when the accumulated solids, both floatable and sellable, reach 25-30% of the tank capacity. A more appropriate approach for maintenance would be to base service needs on actual inspection findings and to pump tanks when solids reach 25-30% capacity. 7. As an additional protection to the absorption area, I would strongly encourage the use of an appropriate effluent filter on the outlet of the third tank. 8. In addition to watertight septic tank requirements stated on page 11, I also encourage that the operator seal tank risers to the tanks and together to preclude infiltration of water. 9. On Page 11, the engineer offers the option for burying the septic tank lids up to 8 inches below grade. Although allowed by regulation, I don't recommend this in order to maintain easy access to tanks for inspection and needed maintenance. 10. The engineer recommends that the absorption area be installed no greater than 48 inches deep. Although this may be allowed by the percolation test depths used, I would strongly recommend that the operator install the system no greater than 36 inches deep to take full advantage of the most aerobic and biologically active soils. 11. Absorption area trenches utilizing Infiltrator Systems Quick 4 units can and should be installed on contours in order to maintain a consistent and shallow depth. Infiltrator Systems manufactures accessory parts to aid in the curving of trenches to follow the contours. 12. I am surprised to see the ISDS being placed so far from the well pad site. This design creates additional site disturbance relatively far from the well pad. Although not addressed in the ISDS Regulations, this design seems contrary to the community desire to minimize site disturbance as much as possible. 12117/2007 Page 2 of2 13. I strongly encourage the operator to meter water usage and/or sewage flow to aid in future design considerations (i.e. more flow data may help justify smaller ISDS in the future). 14. The top of page 17 suggest stripping topsoil 12 inches deep from areas to be disturbed by construction activities. In the ISDS absorption area, the only soil disturbance should be that dug out of the trenches. Topsoil can be segregated, but if the system is put in the top 36 inches, those soils appear to be somewhat uniform so segregation will probably not be needed. 15. As with all ISDS installations, I strongly recommend that the operator or property owner only utilize the services of an excavation contractor that has ISDS Knowledge and installation experience. Contractors without an appropriate level of knowledge and experience can create big problems during installation and after the system is put into use. 16. There is no ISDS management plan included in this design and no mention of what tank abandonment procedures will be followed when the system is no longer needed. Perhaps this will be part of the SUP application. I think that's all for now. Jim Rada, REHS Environmental Health Manager Gariield County Public Health 195 W 141h Street Rifle, CO 81650 Phone 970-625-5200 x8113 Cell 970-319-1579 Fax 970-625-8304 Email jrada @gariield-county.com Web www.gariield-county.com 12117/2007 crew chD.nge office dOI'IPS1:1C: wate-r genero.tor sluplng/dlnlng/lo.undry quGr1:ers For 24-person MO.nC:O.Mp brlnl< or slope storGQP shed 200' r-----, I rig 1 Foot~ I j print ""' I /nu~; / heools ~ I : 1 f I " I I I I I I Fro.c tanks d. I I I I \L._-----"1 j I I I I L- 1 crew ·~ quo.rte-rs ~ slope 7Y. - g_ I I --_J s1:orogE> o.reo clevelopeot paol srte 'w'ILLIAHS PRODUCTION RMT TRAIL RIDGE MAN CAMP \ SECTION 3, TSS. R971J. 6TH PM PLOT PLAN SEPTEMBER 21, 2006 SCALE• 1'•100' NORTH December 19, 2007 Mr. Tracy Opp Williams Production RMT 1515 Arapahoe Street Tower 3 Suite 1000 Denver, CO 80202-2110 Fox Engineering Solutions, LLC RE: Intersection of Wheeler Gulch Road & County Road 215 Gartield County, Colorado Dear Mr. Opp, As requested, the interseclion of Wheeler Gulch Road and County Road 215 was inspected by Fox Engineering Solutions on December 17, 2007. The inspection included measurement of the Wheeler Gulch Road asphalt apron width and length and verification that the stop sign was installed per the Manual on Uniform Traffic Control Devices (MUTCD). A site map of the area and subsequent measurements and results are shown in Figure 1, attached. Our findings conclude that the stop sign is compliant with the "Manual on Uniform Traffic Control Devices" 2003 Edition including Revision 1, dated November 2004. The sign measures 30" x 30" meeting MUTCD Seclion 28.03 and is retro-reftective meeting MUTCD Section 2A.08. Sign placement and mounting height also meets MUTCD Sections 2A-16 and 2A-18, respectively. The sign post and mounting meet the requirements of Section 2A-21 and appeared adequate to hold the sign in proper and permanent position and to resist swaying in the wind or displacement by vandalism. The asphalt apron width measurement was 40 ft. at the intersection of Wheeler Gulch Road and CR 215 R-0-W or access. This width continued through Sta 0+50 and gently narrowed or tapered to a width of 30 ft. The asphalt ended at approximately Sta 4+50 where the road surface changed to gravel. If you have any questions or need additional informalion, please don't hesitate to contact us. Thank you again for the opportunity to work with you. Respectfully submitted, David Fox, P.E. Principal Engineer Fox Engineering Solutions LL C 670 Canyon Creek Drive Grand Junction, CO 81503 Ph: (970) 250-5505 Fax (626) 784-0667 Email: coloradofox@mybluelight.com DF/df Cc; Gardner, Roush attachment - I Mar. 26. 2008 9:31AM Brad Electrical ~1.·1 .. ,.:. _ · ,,_, ,No. 0334 'I P. \_I Olt,) ((:>ll._; COLORADOSTATEELECTRICALBOARD 1580 Logan Street, Suite 550 Denver, CO 80203-1941 Inspection Report Date Inspected: 03120/2008 PERMIT#: 638608 Permit Holder: Site Owner: BRAD'S ELECTRICAL SERVICE P 0 BOX 707 NEW CASTLE 81647 Phone: (970) 984-3508 Fax: 970-984-0713 Email: linda@bradselectrical.com Anvil Point County Road 215 Parachute, Garfield County, 81635 Outpost Office Phone: Status: Accepted Inspection type: Final Partial inspection: N NEW OTHER Trim Permit:N MOBILE/MODULAR SERVI Inspector: Cyrus Tuchscher 970-625-5085 Corrections: Corrections all addressed and repairs made Electrical Final OK Comments: 3/20/2008 Page 1 Assessor's Parcel No.~\}1-1~3-CP-()03 Date f d,-d;f-0] d Rear _____ RH _____ LH _____ Zoning ____ _ Soils Test __________ _ Footing ___________ _ Foundation __________ _ Grout ____________ __ Underground Plumbing ______ _ Rough Plumbing ________ _ Framing ___________ _ Insulation __________ _ Roofing ___________ _ Drywall ___________ _ Gas Piping __________ _ INSPECTIONS NOTES Weatherproofing ___________ _ Mechanical ____________ _ Electrical Rough (State) ________ _ Electrical Final (Statel-----------,;--;--- Finallf-/t.-0 &"' /Checklist Certificate OccuJJancy # """''+1:-~=-=-=----- Date ~"SI..)e Septic System # ~Bt'r-:r"'"'------ Date -.-+!A-.lf-\,~~~~--=-=-=---.-------\ F in ai....:..L.JD..~<---""-'-~.1.""-'"--"-''-'d--""'-'='-=-J (continue on back) INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB 24 HOURS NOTICE REQUIRED FOR INSPECTIONS BUILDING PERMIT GARFIELD COUNTY, COLORADO Date Issucd .~~t.~zoned Area ............................... Permit No .. \~~9. ....... . AGREEMENT In consideration of the issuan\:e of this permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location ; construction and erection of the proposed structure 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 Inspector and IMMEDIATELY BECOME NULL AND VOID. use~ t-V$lo~re 'kl\.1)\'M.\ (t\l\eY\£tirn= \>.1\~ 'f?C\~J Addre ss or Legal Oescription -'~""q_._,£,,__'tE,.......,.,__-_9-J;......,.:.:::C.o..:;~..;...'-_..\ -------------- Owner El(tQY\}:\0\)\l Contractor Od"p\= C>Ft-\C ~~P\l\ Setbacks Front Side Side Rear This Card Must Be Posted So It is Plainly Visible From The Street Until Final Inspection. INSPECTION RECORD Footing " -r~ J.J o Driveway Foundation f -:J:r->:::5 p e. .A . .;, Underground Plumbing , Insulation /V ///_ . Rough Plumbing \ Drywall )//4/ Chimney & Vent /\"A<>J..J.W\.-Electric Final (by State Inspector) Gas Piping ! Final Y -1~ -olr (Uf Electric Rough (By State Inspector) Septic Final Jl.v>-~~ , Framing Notes: (To include Roof in place and Windows and Doors installed). ALL LISTED ITEMS MUST BE INSPECTED AND APPROVED BEFORE COVERING- WHETHER INTERIOR OR EXTERIOR, UNDERGROUND OR ABOVE GROUND. THIS PERMIT IS NOT TRANSFERABLE For Inspections Call384-5003 I 08 8th Street Glenwood S prings, C olorado APPROVED DO NOT DESTROY THIS CARD Datel~·~l·lsv f. ~O!MUV\/* IF PLACED OUTSIDE -COVER WTTH CLEAR PLASTIC Pa Detail Page 1 of 3 Garfield County Assessor/Treasurer Parcel Detail Information Assessorffreasurer Property Search I Assessor Subset Query I Assessor Sales Search Clerk & Recorder Reception Search Basic Building Characteristics I Tax Information f'a!T~Ul~t<~il I \'altle_Det<lil I sfll_e_S_Det<lil I R_ksidentiillfCQmill<"IciJJ!JmpmY~menLilelail Land Detail I Photographs I TaxArea II Account Number II Parcel Number II Mill Levy I I o26 II R260155 II 217112300003 II 36.682 I Owner Name and Mailing Address !MOBIL OIL CORP. I IP.O. BOX 53 I !HOUSTON, TX 77001 I Legal Description lsECT,TWN,RNG:12-6-96 DESC: SEC 1 I Is 1!2,SEC 11 ALL, SEC 12 ALL, SEC 13 IALL, SEC DESC: 14 ALL,SEC 22 IN1/2SE, LOT 3,4,SEC 23 Nl/2, IN112SW, DESC: LOT 1, SESW, SE, SEC 124 Nl/2, SW, SEC 26 Nl/2NE, DESC: INESW, LOT 1,3,4, SEC 27 SESW, I 11-3,6-11,14, SEC 34 DESC: NWNE, INENW, A TR CONT 5.208A IN NE COR OF ISWNW DESC: 6-95 SEC 7-20,22,23 ISHERDIAN CLAIMS1-21 INCL LAPAZ IDESC: CLAIMS 1-14 INCL AKA MARCH l#s 1-15,HERWICK#S 1-1 DESC: PTOF !BITUMINITE #4 DESC: EXCEPT .11AC. IFOR co. RD. 215 ROW DESC. IN 1702/420 BK:0437 PG:0472 BK:0361 IPG:0066 BK:0361 PG:0063 BK:0353 http://www .garcoact.com/assessor/parcel.asp ?Parce!Number=217112300003 12/20/2007 Pa Detail Page 2 of3 IPG:Ol99 BK:0353 PG:Ol96 BK: 1783 IPG:824 RECPT:694871 BK:l642 PG:778 IRECPT:664070 BK:0702 PG:0420 IBK:0682 PG:0294 BK:0624 PG:0994 IBK:0606 PG:0873 Location Physical Address: IITWN 6 RGE 96 SEC 1,11,12 I Subdivision: I Land Acres: Ill 0630.36 I Land Sq Ft: lio Section II Township II Range I 12 II 6 II 96 I Property Tax Valuation Information I, Actual Value II Assessed Value I I Land: 99,81011 28,9401 I Improvements: II Oil 0 I Total: I 99,81011 28,9401 II Sale Date: I Sale Price: I Basic Building Characteristics Number of Residential lo I Buildings: Number of Commllnd lo I Buildings: No Building Records Found Tax Information Tax Year II Transaction Type I Amount I 2006 II Tax Payment: Second Half ($519.42)1 2006 II Tax Payment: First Half ($519.42)1 2006 II Tax Amount $1,038.841 2005 II Tax Payment: Whole ($1,040.92)1 II II http://www .garcoact.corn!assessor/parcel.asp?ParcelNumber=217112300003 12/20/2007 Pm Detail 2005 II Tax Amount $1,040.921 2004 II Tax Payment: Second Half ($577.30)1 2004 II Tax Payment: First Half ($577.30)1 2004 II Tax Amount $1,154.601 2003 II Tax Payment: Second Half ($618.99)1 2003 I Tax Payment: First Half I ($618.99)1 2003 Tax Amount $1,237.981 2002 Tax Payment: Second Half ($592.72)1 I 2002 I Tax Payment: First Half I ($592.72)1 I 2002 Tax Amount II $1,185.441 I 2001 Tax Payment: Second Half II ($632.25)1 I 2001 Tax Payment: First Half I ($632.25)1 2001 Tax Amount $1,264.501 2000 Tax Payment: Whole ($1,507.14)1 2000 Tax Amount $1,507.141 1999 Tax Payment: Whole ($1,158.98)1 1999 Tax Amount $1,158.981 Top ofP<tge Assessor Dat<tbase Search Options I Treasurer Database Search Options Clerk & Recorder Database Search Options Garfield County Home Pagr Page 3 of3 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2006 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns Software. http://www .garcoact.corn!assessor/parcel.asp?Parce1Number=217112300003 12/20/2007