The URL can be used to link to this page

Home My WebLink AboutApplication - PermitGarfield County Building & Planning Department 108 Bth Street Suite 401 Glenwood Springs, CO 81601- Phone: (970)945-8212 Fax: (970)384-3470 Project Address Sec33, T5S, R96W P'chute, CO Owner Information Parcel No. 213532100009 Address Berry Petroleum Co. & Marathon Oil 950 17TH ST Denver CO 80202 Subdivision Phone Contractor(s) Phone Primary Contractor Phil Vaughan Construction Managemen1970 625-5350 Yes Proposed Construction I Details FEES DUE fee. Plan Check Fee Residential Building Fee Total: Wednesday, October 7, 2009 Arr\ollnt $5,283.68 $8,128.75 $13,412.43 Valuation: Total Sq Feet: FEES PAID lnv # BLD-3-09-14592 $ 13,412.43 None $ 1 '799,400.00 0 $13,412.43 $0.00 Section Township Range Cell Required Inspections: Fo• ln•pootlon.c•ll' 1 (970)384-5003 Inspection IVR See Permit Record Building Department Copy 2 I Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Offlce:970·945·8212 Fax: 970·384·3470 Inspection Line: 970·384·5003 Building Permit No. Parcel No: 2135-321-00-009 Locality: -~---··-·--·----·--~-·----~--·-~--·--····--- Use of Building: ·---~-JElrnP shelter for construction of ~~rnpress~!-~tation Owner: Contractor: OPD ···~-~-·-~··--" ··--·---····--·······-~·····----·····-~-~- Fees: Plan Check: $ 5,283.68 Septic: ·---···-"~--.. -· -·---... ~, .. -~- Bldg Permit: $ 8,128.75 Other Fees: -·---··"""'~ --····-~~--.... -- Total Fees: $ 13,412.4~''" Clerk: ~((' Date: 3~-D!J-~-----=,,_, __ ~-·---··-~·~--·-· I l 2 3 4 5 6 7 8 JrLck r(i.. I, I, ; +- (£> U.)\.{D{e'(;Sol/' ~-{r..;NO(!ARFIELD COUNTY BUILDING PERMIT APPLICATION . v· 108 gth Street, Suite 401, Glenwood Springs, Co 81601 Phone: 970-945-8212 I Fax: 970-384-3470 I Inspection Line: 970-384-5003 www.garfidd-countv.com Parcel No: (this infonnation is available at the assessors office 970-945~9134) 2135-321-00-009 Job Address: (if an address has not been assigned, please provide Cr, Hwy or Street Name & City) or and legal description SW 1/4, Section 33, Township 5 South, Range 96 West of the 6th P.M. Lot No: Block No: Subd./ Exemption: Owner: (propeM owner) Mailio/1: Address: Ph: Berry Petro/ arathon Oil 950 1 h StSte2400DenverC080202 (303) 825-3344 Contractor: Mailiei Address: Ph: OPD POB 8 0 Katy, TX 77492 281-371-7500 Architect I Engineer: Mallin~ Address: Ph: Jeff Johnson 136 E rd St. Rifte, CO 81650 970-625-0580 Sq. Ft. of Building: 60,000 Sq. Ft. or Acres ofLot: <;? '/[ 0 ~ 17.53 acres He~ht: 71'-11/16" Use ofBuildin~: /r.P JL Temporary S elter for the construction of a compressor station .A ;;l.O"O r I( 300 / AltPh; AltPh: 281-371-5947 AltPh: No. of Floors: 1 9 Describe Work: ./:! r . Foundation, structure erection, mech/elec Please contact Phil Vaughan 970-625-5350 w/questions !0 Class of Work: ~New o Alteration o Addition ll Garage: Septic: o Attached 0 Detached o!SDS o Community !2 Driveway Permit: Owners valuation of Work: $ 2,545,000.00 NOTICE Authority. This application for a Building Penn it must be signed by the Owner of the property, described above, or an allthorized agent. If the signature below is not tltat ofthe Owner, a separate letter of a11thority, signed by the Owner, must be provided with this Application. Legal Access. A Building Permit cannot be issued without proof of legal and adequate access to the property for pmposes of inspections by the Building Department. Other Permits. Multiple separate permits may be required: (1) State Electrical Permit, (2) County ISDS Permit, {3) another permit required for use on the property identified above, e.g. State or County Highway/ Road Access or a State Wastewater Discharge Permit. Void Permit. A Building Permit becomes null and void ifthe work authorized is not commenced within 180 days of the date of issuance and if work is suspended or abandoned for a period of ISO days after commencement. CERTIFICATION I hereby certify that I have read this Application and that tlle informatiotl contained above is true and correct. I understand that tltc Building Department accepts the Application, along with the plans and specifications and other data submitted by me or on my behalf (submittals), based upon my certification as to accuracy. Assuming completeness of the submittals and approval of this Application, a Building Permit will be issued granting permission to me, as Owner, to construct the structure{s) and facilities detailed on the submittals reviewed by tlle Building Department. In consideration of the issuance of the Building Permit, 1 agree tllat I and my agents will comply with provisions of any federal, state or local law regulating the work and the Garfield County Building Code; lSDS regulations and applicable !and use regulations {County Regulation(s)). I acknowledge that tlle Building Pennit may be suspended or revoked, upon notice from the County, ifthe location, construction or use of the structure(s) and facility(ies), described above, are not in compliance with County Regulation(s) or any otller applicable law. I hereby grant pcnnis:;ion to tlle Building Department to enter the property, described above, to inspect the work I further acknowledge tlmt the issuance of the Building Permit does not prevent the Building Official from: (I) requiring tlle correction of errors in the submittals, if any, discovered after issuance; or (2) stopping construction or use of the structure(s) or faci!ity(ies) if such is in violation of County Regu\atlon(s) or any other applicable Jaw. Review of this Application, including submittals, and inspections ofthe work by tlte Building Department do not constitute an acceptance of responsibility or liability by the CO\mty of errors, omissions or discrepancies. As the Owner, I acknowledge that responsibility for compliance with federal, state and local Jaws and County Regulations rest with me and my authorized agents, including without limitation my architect designer, engineer and/ or builder. I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE NOTICE & CERTIFICATION ABOVE: ~0--~~-~~\~ 2/23/09 OWNERSSIGNATURE -DATE STAFF USE ONLY Special Conditions: {]xXr1)&J X if ~<1 • <qGf Adjusted Valuati~ Plan f:beck Fee: Permit Fee: Manu home Fee: Mise Fees: (/71'1J4l0-5'dfj'!;, U8 f7(Z8, 75' ISDS Fee: To*'al Fees: Fees Paid: Balance Due: 1TJ/-7J," ISDS No & Issued Date: l~"ftZ-43' 1LPL\3.D~ f0;?~4. ~- Setbacks: OCC Group: ConstType: ZoniZ-J L r~~ v-e; BL~EPT: '2f.a5'/~ P~DEPT: ~ ~ t ~~~\~~ _ __}\~~--.-~lll~t #125/df APPR VAL -1 DATE AP OVAL ATE EXHIBIT B BUILDING PERMIT FEES Total Valuation* Fee ~£ $1.00 to $500.00 $23.50 $50!.00 to $2000.00 $23.50 for the first $500.00 plus $3.05 for each additional $1 000.00 or fraction thereof, to and including $2000.00. .. $2001.00 to $25,000.00 $69.25 for the first $2000.00 plus $14.00 for each additional $1,000.00, or fraction thereof to and including $25000.00 . . ~-$25,001.00 to $50,000.00 $391.25 for the first $25,000.00 plus $10.10 for each additional $1,000.00, or fraction thereof, to and includino $50 000.00. $50,00!.00 to $100,000.00 $643.75 for the fir:st $50,000.00 plus $7.00 for each additional L~ $1 000.00, or fracfion thereof, to and including $50 000.00. .~~Q $100,001.00 to $500,000.00 $993.75 for the first $1001000.00 plus $5.60 for each addi1ional $1,000.00, or fraction thereof, to and includino $100,000.00. $500,001.00 to $i,OOO,OOO.OO $3233.75 for the first $500,000.00 pius $4.75 for each additio~ "\>~ $1,000.00, or fraction thereof, to and includina $500,000.00. $1,000,00!.00 and up $5608.75 for the first $1,000~000.00 :Plus $3.15 for each j additional $1,000.00, or fraction thereof .. * Valuations are based upon a chart provided by the International Code Council each year to their members. Other Inspe~tions and Fees: I. Inspections outside of normal business hours .......... . ......... $50.00/hr. 2. 3. 4. 5. 6 7. (minimum charge-two hours) Reinspection fees .......................................................................................... $50.00/hr. Inspections for which no fee is specifically indicated ................................................ $50.00/hr. (minimum charge Y, hour) Additional plan review required by changes, additions or revisions to plans ................... ,.$50.00/hr. (minimum charge-Y, hour) For use of outside consultants for plan checking and inspections, or both ..................... Actual Cost Elevator Permit and Certification of Inspection Fees · a. Passenger or feight elevatOr, escalator, moving walk Up to and including $50,000 of valuation .............................................. $350.00 Over $50,000 of valuation .... $350.00 pius $6.00/each $1000.00 or fraction thereof over $50,000.00. b. Dumbwaiter or private residence elevator: Up to and including $20,000 of valuation .............................................. $250.00 Over $20,000 of valuation .... $250.00 plus $3.00/each $1000.00 or fraction thereof over $50,000.00. Grading Permits Major Grading-over 10,000 sq. ft. or over 300 cu. Yd .............................. $400.00 Minor Grading-less than'W;OO sq. ft. or under 300 cu. yd ......................... $150.00 foOD 4ftJ7~4/!-00 (5~.75)t(-a.(5xW)= ~612~.75 fG~MIT X. .(6 # 5285.~fJ ruw ~vtsw IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIUI 659858 09/16/2004 10:23A B1623 P123 M RLSDORF ~5 of 55 R 0.00 D 0.00 GARFIELD COUNTY CO GARFIELD COUNTY BUILDING AND PLANNING 970-945-8212 MINIMUM APPLICATION REQUIREMENTS FOR CONSTRUCTION OF COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BUILDINGS Including NEW CONSTRUCTION ADDITIONS ALTERATIONS And MOVED BUILDINGS In order to understand the scope of the work intended under a permit application and expedite the issuance of a permit it is important that complete information be provided. When reviewing a plan and it's discovered that required information has not been provided by the applicant, this will result in the delay of the permit issuance and in proceeding with building construction. The owner or contractor shall be required to provide this information before the plan review can proceed. Other plans that are in line for review may be given attention before the new information may be reviewed after it has been provided to the Building Department. Please review this document to determine if you have enough information to design your project and provide adequate information to facilitate a plan review. Also, please consider using a design professional for assistance in your design and a construction professional for construction of your project. Any project with more than ten (10) occupants requires the plans to be sealed by a Colorado Registered Design Professional. To provide for a more understandable plan and in order to determine compliance with the building, plumbing and mechanical codes, applicants are requested to review the following checklist prior to and during design. Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and drawn to scale. Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with decks, balcony steps, hand rails and gnard 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. 7. If the building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Y es_X __ 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 __ Not necessmy for project_X __ 9. Do the plans indicate the size and location of the ventilation openings for the attic, roof joist spaces and soffits? Yes __ Not necessmy for this projectX __ 10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a minimum of 40 pounds per square foot in Garfield County)? Y es_X __ Not necessary for this project __ 11. Do the plans include design loads as required for floor loads under the IBC or IRC? Yes __ Not necessary for this project_X __ 12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof construction? Y esX __ Not necessary for this project __ 13. Is the wind speed and exposure design included in the plan? YesX __ Not necessary for this project __ 14. Does the building section drawing include size and spacing of floor joists, wall studs, ceiling joists, roof rafters or joists or trusses? Yes_X __ 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? YesX __ Not necessary for this project __ 16. Does the elevation plan indicate the height of the building or proposed addition from the undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the top of a flat roof? (Check applicable zone district for building height maximum) Yes_X __ Not necessmy for this project __ 3 27. Do the plans indicate that restrooms and access to the building are handicapped accessible? Yes __ Not necessary for this project_X __ 28. Have two (2) complete sets of construction drawings been submitted with the application? Yes_X __ 29. Have you designed or had this plan designed while considering building and other construction code requirements? YesX 30. Does the plan accurately indicate what you intend to construct and what will receive a final inspection by the Garfield County Building Department? YesX 31. Do your plans comply with all zoning rules and regulations in the County related to your zone district? For corner lots see supplemental section 5.05.03 in the Garfield County Zoning Resolution for setbacks. YesX . __ _ 32. Do you understand that approval for design and/or construction changes are required prior to the implementation of these changes? YesX 33. Do you understand that the Building Department will collect a "Plan Review" fee from you at the time of application and that you will be required to pay the "Permit" fee as well as any "Septic System" or "Road Impact" fees required, at the time you pick up your building permit? YesX 34. Are you aware that you are required to call for all inspections required under the IBC including approval on a final inspection prior to receiving a Certificate of Occupancy and occupancy of the building? YesX 35. Are you aware that the Permit Application must be signed by the Owner or a written authority be given for an Agent and that the party responsible for the project must comply with the Uniform Codes? YesX 36. Are you aware that you must call in for an 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. YesX 5 I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. 2/23/09 Signature Date 970-625-5350 Phone: ______ ,( days); _________ (evenings) Jackrabbit Compressor Station-200'x300' Temp. Project Name: _______________ _ SW1/4,S33,T5S, R96W, 6th P.M. Project Address: _______________ _ Note: On any of these questions you may be required to provide this information. If required information is not supplied, 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. BpcommDec2007 7 11242 No. ---------------------Assessor's Parcel No. 2135 -321 -00 -009 Date ___ 3_12_12_0_0_9 __ BUILDING PERMIT CARD Job Address ____ s_e_c_3_3...:..,_T_5_S.:.., _R_9_6W__:_, _P_a_ra_c_h_u_te ____________________ --:?~--------------- Owner _______ B_e_::_~'"'"<:;:"-------Address-----7-----Phone # 303 -825 -3344 Contractor ____________ ~<:'"'--------Address------:?""------------Phone # 281 -371 -7500 Setbacks: Front_____ -...::....----RH--7""---LH _____ Zoning ____ _ temp shelter f/ const of compressor station Soils Test------------ Footing----------------- Foundation____________ // Grout ./ Underground Plumbing------:?"'- Rough Plumbing --------:,-/...:..· __ Framing _________ --7"/_ .. ____ _ Insulation --------c,.L/-· ____ _ Roofing / Drywall -------7'---::----1'..------- Gas Piping --~""----t--H-t---.--t-1-L.- Weatherproofing _____________ _ Mechanical ___________________ _ lectrical Rough (State)----------- ctrical Final (State) _________ _ Fin /Checklist Completed? ___ _ Certifi te Occupancy # ---------ate _____________ __ Septic Syste Date (continue on back) E'I'Co· I --, , ·-' • NC. October 24, 2008 Mr. Fred Jarman Director Ga1field County Building and Planning Department 108 8 111 Street 411' floor Glenwood Springs, CO 8'160·1 Dear Mr. .Jarman, By !his letter Enterprise Gas Processing, LL.C authorizes Phil Vauuhan, PVCI\/11--Land Planning Division, to represent Ent6rpl'ise Gar; Processin9, LI.C in any allCI allmatlerc: t'elatecl to the Developm\)nt Plan l'(<oview for Right-of-Way application for the 1\/laratlloll Gathering System and the associated Jackrabbit Compresso1· Station. This includes the preparation and submission of documents associated with tho land use appl'lcation and representation of t1·1o application before the applic<lble appointed and elected boards. Sincerely, Richard Hulcllison, P.E_ Vice President-Project Management EPCO, Inc. P.O. Bux .cllJ!'i t lot,slon, Texas 772 iO·<il:l~l '113 .31.n .nsoo I l{_l()l .L.i'>l::illd .-:IIL"d i·l~:~1~(1l11. T~: ;.•.o 7700?-~i"?.;c? ·Pursuant to G~·a~.s·.. §·3:8·-~30-·172, the ondet~s.ig1ted execut.es this St:at.ement of :At!thor]-ty on behalf of fiJ:h:.rptlse 6ie~~j ,LLC a GelaAAre.____ --~-(corporation, li.mited Uabi lity c.o.mpan.y_;,_ .g~h:e:r·.a.l. .pa.,rb)e:Cs.hi!J, . re.gj.ti:tered limi"t-.<Ml liabil"i ty partnership, regisl;exed li.mited. liab;U. i.t.y limited par;tnership, limit;ed pa;:tnership Zj(;SOCJ,ilti.qn, govemment agency, tTust. or· othe,.;), .ari entit~' othe!: th<jh <Jh in(li<tidual, cap!lble of holding. title to· real. pi·tl):iei:ty {the "EnUty.''), .-md .statea as follm·:s: 'I'h.e nam'' and/ot: position of t;lr~ person authorized to e~ecu.t~ inst.rumen.ts c-onveyinqr~. encmnberlng, ot· othen-Ji.se 'RJctJ:l !lrlkl,im, 14·~ ~~d~l: B;J)J 141~(;l:_ __ ~s .The limftatib.qs upon the au.thority of t-he peLson named above or holdinq the ·positicn d~s¢cibed .a.bove t:o blncl th;, }:nti ty a:'e ;;.s t;bltr5~ui: -~~. .· .... J!£ .. (# ... s ~~lJ!J . .lJL ·,-n_4/L lJYJ;/Jel:5 r-eluui ~J:e~ ·~ _ t:.Vtetv :fic..c&ttl1f:::!..5_-:.11t_~ fft'"c~/r ~/;'~ , , . '~'&Sf/~'~JI~ Jaq_Rql{6;'f Y'l1f o·c·:Zr~:r; matte~.s ·co-n.c·etJiiri_g ·the nwnner Jn h·hich the ETl·t.ir,y deiili:l. with ariy i,nt'"r~$t; .l.n. t:eal property are: --· -~-·-·-··---- EXECUTED thi.o U .. /C.S SURFACE LEASE AGREEMENT STATE OF COLORADO COUNTY OF GARf'IELD THIS SURFACE LEASE AGHEEMENT. made effective on this {f,i/day of July 2008, by and between Berry Petroleum Company. a Delaware corpor<~!ron. 1f)(J9 Broadway, Suite 3700. Denver. Colorado 80202, hereinafter called "Lessor". arHf Enterprise Gas Processing, LLC. a Delaware limited liability company, 1100 Louisiana. Houston. Texas 77002-4324, hereinafter called "Lessee". The enlitiet;· named above may sometimes individually be referred to as "Party" and collectively <IS "Parties." WITNESSETH: For <llld in consideration of Ten Dollars ($10.00) <Hid other valu<•ble consitleralion, ami the mutual covenants herein contained. Lessor does hrm~by le<.~se unto Lessee the surface of the following described property. situated in Garfield County, Colorado: A seventeen and fifty-three one hundredths (17.53) acre parcel of land situated in the SWX of Section 33, Township 5 South. f~angn 96 West of the 6th PM. and which is more particularly (fescribed 1n the attached Exhibit "A 1". Tho above d~scribed property is hereinafter referred to as the "Loased Premises." The Parties recognize that Lessor and Marathon 01/ Company ("Marathon") each owns an undivided interest in 1110 surface of the Leasecl Premises. !hat this Surface Lease Agreement covers and includes Lessor's interest only, and that Marathon's interest in the· Leased Premises is or will be leased to Lessee under a sepawte agreement. This Surface Lease 1\greernent covers Sllrface rights only, and does nor include the right to explore for. or produce of/, gas or other minemls. This Surface Lease Agreement is given sllbject to all leases. conditions. limitations. and reservations. if any. of wcord or arising by operation of law. and !he rights of any parties pursuant to same. The rights leased to Lessee herein shall bo non-oxclusivo and Lessor shall have the continuing right to access the leased Premises <.~nd to use the Leased Premises in any way whicl1 docs not unreasonably lnteffere with Lessee's lJSe of the Leased Premises. lessor m<.~kes no warrantees or represenlat1ons concerning tho title to the Leased Premises. ln addition. lessor herel>y grants to Less0e a non-exclusive accnss right· of-way ro the Leased Premises. for ingress and egress to the Leased Promises. from Garden Gulch Extension Head as depleted on the illtnchcd Exhibit "B" This <.~ccess right·of·way shallt0rminate with the expiration of this Surf<1ce Lt!ase Agreement. e. No use or possession of firearms. explosives, weapons. alcoholic beverages, illicit or unprescrilled controlled drugs or druu paraphernalia, dogs or pets me allowed on the Leased Premises. Thew shall be no hunting or fishing allowed on the leased Premisos and recreational use of motor bikes and all terrain vehicles is prohibiled. Lessee agrees to notify all of its contractors, agents and employees of these rostriclions. Any individual or company thai violates this provision will be asked to leave the leased Premises and shall not lle permilled to return. f. Access to the Leased Premises shall be limited to lessee's management and employees or contractors required to conducl operations for the Purposes only. Except in the case of emergencies or required by law. lessee shall notify Lessor twenty-four (24) hours prior to entry by non-required personnel, including, but not limited to_ regulatory agencies, provided Lessee is aware of tile need for entry. Lessee shall not access any other property owoed by lessor without first obtaining lessor's permission. g. lessee shall control noxious weeds of any kind Hwt develop on th~ leased Premises. Any non-biodegradable chemical spraying of soil for weed control shall not be done without <ldvance approval by Lessor h. Lessee shall provide lessor wilh a copy of its ernernency response plan along with a list ol 24-llOur emergency contacts responsible for Lessee's operations on the Leased Premises prior to commencement of ony sucl1 operations. i. Lessee shall be solely responsible for construclion. maintenance. removal and reclamation activities upon the l.easecJ Premises. All of Lessee'$ operations in and about the Leased Premises ~hall be performed and conducted in a careful, safe and workmanlike manner j. Lessee shall provide Let>sor (promptly upon Lessee's receipt thereof or concurrently with Lessee's filing thereof, as applicable) copies of all environmental permits and notices received or obtained by Lessoe from any regulatory llUthority, and all documents filed by Lessee willl ar1y regulatory author'rly, concerning activities on the Le<lsed Premises including, but not limited to, stormwater construction permits and air quality permils. k. Lessee shall conduct a sage grouse habitat evaluation prior to commencement of any construction on the teased Premises and sJ1all furnish to Lessor th~l reSlllls of such evaluation promptly upon completion thereof. Page 3 of 13 agrees to enter into an agreement with Lessor (the "Gas Gatherin9 Agreement") pursuant to which Lessee shall provide Lessor g<Js gathering and processing services for Lessor's gas on a capacity ;;JVailable basis as requested by lessor at terms comparable to t11ose Lessee charges other producers in the mea for similar services and will redeliver Lessor's gns at the tailgate of lessee's Meeker gas plant at t11e intrH to the Rockie5 Express pipeline. The Gas Gathering Agreement will be prepared ond executed prior to start up of Lessee's compressor fncilities loci.lled on Lessor's surface. The term of the Gas Gathering J\greemnnt will be cotem1inus with the term of this Surface Lease Agreement. Lessee will provide a tap and valve on lessee's pipeline <ll a location mutually acceptable to both Parties to allow deliveries of Lessor's gas into the suction side of lessee's compressor station covered by this Surface lea so Agreement. Lessor will provide and install, at lessor's own cosl, inlet measurement and control facililies of typical industry design that are reasonably acceptable to Lessee to be located upstream of the tap and valve installed by Lessee. Lessor will install and own. <Jlld lessee will operate. these inlet measurement and control facilities during tho term of the Gas Gnthering Agreement. 5. Mnintonanco and Restoration oftho Loa sod Promises. Lessee will maintain the Leased Premises during the term of this Surface Lease Agreement in good repair, cle;;Jr of refuse and titter. Upon termination of this Surface Lease Agreement. Lessee will return the Leased Premises to lessor in its originHI or better condition, normal wear and tear excepted. lhe use, maintenance and restoration of t11e Leased Promises shall include the removal of top"soil from tho t.ease<J Prem•ses separately from other material removed by Lessee in connection with its activities on the Leased Premises, and the replacement of such topsoil during restoration work. Lessee further agrees to insure !hal the Leased Premises shall be left free of any large stones. holes. or piles of dirt which would interfere with farming, ranching and/or other opemtions thereon. All stones, brush and debris uncovered on, removed from or deposited on Lessor's lands as the result of activities permitted hereunder shall be disposed of at Lessor's direction. All cuts, nn slopes, pit and topsoil piles and soil piles will be stabilized and revegetaled immediately following construction. U:md surrounding the Leased Premises will be brought back to a 3-1 slope during interim reclnmatlon. AI/ areas of soil disturbance shall bo smooth graded, cullivated to provide a loose seed bed of '' minimum of 6 inches in depth, fertilized with 250 pounds of 46-0-0 per acre, seeded with the seed mixture listed below, and mulched with 116 tons of grass hay crimped into t11e soil. lessee shall continue to mnintain stonnwatcr erosion controls during this phase of reclamntion. Lessor retains the option of altering the seed mixture before seeding is Lessee shall obtain ali <~ir permils required in connection with Lessee's activities or operations on t11e Leased Premises. 7. Tormlnatioo of Agrocmoot. a. If, at any lime after tha effective date hereof, L0ssee fails to use the Leased Premises for the Pwposes provided hereundtlr for rnore thnn three hundred sixty-five (365) consecutive days, Lessor may by written notice to Lesseo torminate this Surfnce Lease Agroernent, subjec! to the provisions herein concmning site reclamation and facili!y remov81 and subject to liabililies accrued prior to terrninalion. AI such limo as Lesseo has reached the three hundred sixty-five (365) day thresl1otd. Lessee must deliver notice of the nonuse to lessor within one ( 1) montll of said threshold date. If l.eSS(lC ft:~ils to deliver said notice of nonuse to Lessor within lhe specified one (1) month time period, and nolwiths!t:~nding any other provision of this Surface Lease Agreement, then the Surface le<1se Agreement will nulomatically terminate b. Upon termination of the rights herein given, Lessee shall execute and deliver to Lasser, within thirty (30) days after written demand therefor. n good and sufficient release of all interest of lessee in the !.eased Premises so termirlated. Should Lessee fail or rollJse to deliver to l.essor such release. a wrilten notice by lessor reciting the fil1lure or refusal of Lessee to execute and deliver said rele;lse. <ls herein provided, slw/1 after ten (10) days from the date of rccordalion of said notice, be conclusive evidence DHainst lessee and all persons claiming under Lessee of the termination of this Surface lease Agreement or a portion thereof and all interest of Lessee hereunder as to that portion. subject to Lessee's obligation to remove its property within ninety (90) days of such termination. Termination shall not operate to extinguish any obligations of Lessee which h<we accrued at the time of termination, or which accrue hereunclC!r upon !ermine~ lion. B. Broach. If Lessee defaults in the performance of any of its obligations under this Surface Lease Agreement, lessor s11all notify lessee in 1vriling of such breuch, This Surface Lease Agreement may be terminated at Lessor's discretion if such defaul! conllnues for a period of thirty (30) days after Lessor notifies l.essee in writing of such default and Lessor's intention to terminate !his Surface Lease Agreement. and Lessee has not Clned the default within such thirty (30) clay period or hils not undertaken actions reasonably calculated to cure the default within such periocl and thereafter pursued such actions with reasonnble diligence. Thereafter, Lessor will have the right, without further notice or demand. to enter the Leased 1-'ag~ 7 of 13 BUT NOT LIMITED TO, PROPERTY OF INDEMNITEE$, LESSEE, LESSEE'S CONTRACTORS OR SUBCONTRACTORS OR ANY THIRD PARTY) OR FOR VIOLATION OF ANY FEDERAL, STATE OR LOCAL LAWS, RULES, REGULATIONS, AND ORDERS, INCLUDING, BUT NOT LIMITED TO, THE COMPREHENSIVE ENVIRONMENTAL, RESPONSE, COMPENSATION, AND LIABILITY ACT OF 1980, AS AMENDED (Ce'RCLA) AND THE RESOURCE CONSERVATION AND RECOVERY ACI OF 1976, AS AMENDED (RCRA). THIS INDEMNITY SHALL NOT APPLY TO THE cXTENT THAT IT IS VOID OR OTHERWISE UNENFORCEABLE UNDER APPLICABLE LAW. 11. Lo(lsoc Insurance Rcguiromont. Lessee agrees to obtain and maintain insurance acceptable lo Lessor which is primary to any other insurance or sell-insurance ;md which names Lessor as additional insured with respocl to liability ari>ing out of Lessee's performance hereunder, but only to the extent of liabilities assumed by Lessee under this Surface Lease Agreement. Such insurance shall at a minimum include: a. Cornmercial Generallial>ilily Insurance Forrn or the equivalent covering Lessee's contingent liability, Premises Operations, Completed Opewtions and Products Liability, Contraclual Liability, and if requested by Lessor. liability arising from explosion, collapse, or underground property damage. ail with a minimum combined single limit of $2,000.000 each occurrence. for Bodily Injury and Property damage including personal injury. b. Comprehensive Automobile liilbility Insurance or Business Auto Polley covering all owned, hired or othel\vise operated non-owned vehicles with a minimum combined single limil of S2,000,000 each occurrence for Bodily Injury and Property Damage. c. Workers Compensation insurance as required by law, covering aU states of operation, and Employers Liability Insurance with a minimum of $1,000.000 eacll occurrence. Lessor reserves the right to change its minimum insurance requirements. Before commencement of any activities on the Leas<?d Presmises pursuant to this Surface Lease Agreement, Lessee shall furnish Lessor wilh Certificales of Insurance acceptable to Lessor confim1ing cornpliiln~o herewith ami providing that no coverage will be canceled or m<Jterially changed prior to 30 days advance wrillen notice to Lessor. Subrogation against Lessor shall be waived as res peels all of lhe insurance policies set forth above. An Allernale Employer Endorsement may be substituted for the Addilional Insured Endors(lment Ollly with respect to Workers Compensation Insurance and Employer's lial>ilily Insurance. The rago 9 oll3 1<1. Uons. Lessee will pay all claims for labor and materials that mCiy be furnished on its behalf, and will defend. indemnify and lmld Lessor harmless against <til liens. encumbrances and claims lhill may be filed against the Leased Premises and <lll liabilities. penalties, fines. payments. judgnHlnts, damages, losses. costs and expenses (including. wilhoul limilation. altomeys' fees and court cosls) incurred and/or paid in connection wilh same. 15. Taxos. Wilhin thirty (30) days alter dcrmmd lrom Lessor lo(Jelher wrth supporUng documentation. Lessee will pay all taxes that may be assessed directly or indirectly against the leased Premises because of improvemenJ~; constructed or placed on the Leased Premises by Lessee ami will reimburse Lessor for any increase in taxes pnid by Lessor resulling from the value of such facilities. whether or not separately assessed. Lessor will othel\vise pay all taxes assessod against the Leased Premises b<Jsed upon the valuation of the Leased Premises as of the date of assessrnent. The provisions of this paragraph wiH survive terminntion of this Surf<Jc<~ Lease Agreement. 16. Notices. Any notices required or permitted under this Surface Le<tse Agreement shall be given in writing. The notice shall be served either personally or by registered or certified mail wilh return receipt requested. Service shall be effective when received. All notices hereunder shall be directed to the addresses set forth below or such subslitute address or addresses as provided to the parties at least thirty (30) days in fldvance of <Jny notice Present addresses to which notices shall be sent in accordance wilh till< provisions of this paragraph are: Lessor: lessee: Berry Petroleum Compuny Attn: Corporate lund Manager 19999 Broadway, Suite 3700 Denver. co 80202 Facsim'rle: 303-999·4401 Enterprise Gus Processing, LLC Attn: Lnnd Manager 2727 North Loop West HOllSion, TX 77008 Facsimile: 713-803-1349 Pagn 11 of 13 obligations contained in this paragraph 22 shall survive termination of this Surface Use Agreement lor a period or six (6) rnontf1s. 23. Mornorqndum of Agroomont. The Parties agree that this Surface Lease Agreement will not be recorded in the G<lrliefd County records: however, at the request of either Party. tlw Parties will execute for recording purposes a memorandum of surface lease agreement in recordable form evidencing the existence of this Surface Use Agreement 24. En tiro Agroqmont. Tt1is Surface lease Agreement represents the lull understnnding belw<"en the Parties concerning the matters set forth in this Surtace Le<tse Agreement. IN TESTIMONY WHE'REOI-, the Parties hereto have executed lh1s Surface Lease Agreement as of the day and year first written. Less eo: Enterprise Gas Processing. LLC Page 13of 13 t .. \IIIBI't ,', 1 1 :. ~---------------- SJ:C/'JaV J~ TOifhSIUP 5 SOllfli, RANCE!Jo f11!SJ; uftl!t• 6!/1 P.:ll N 8CA.U.' 500' u f'' "' 1000' _ rqoo· STATE OF COLORADO COUNTY 01' GN/FIELD £_J•ARf:fl{r OWNF.Hiillll' l!f!fl/lY NiTRO/FUM COMPIWY ~11/D <•'!,., FOUND AIONUMF./'JT o SltCTION CORNfifl .r•Od FOliNO '-tlA'IlJ!.IIWr OUA/U~flCOR/11'11 0 PN/Cf'L COil/If"? _BASIS Of" DA.1'U!It NtiD N, COWRAOO CWIIW. ZONE lMSI!i OJ' DEARTNGS NORT/1 L/1/IJ 01' Sw'J• I!?. 01' SECTION 3.3 AND OE'ARING Stk/' IV' /Xi" II, MONUMF.NTED /IS SIIOIY/1 . .'1'1al'J."MA'NJ"l)J'SllRYHJ'OR: ~ .... ~ ..._,__, Gto nc (itO f.'C " I, HOf~M.O (;_ m:wu-:E, ~'\N AUElH M.jl) I.UPLOYH. rm !![:HAlF F0{{ [} !{, f:Hif·flt~ ~ A!l\:i(}C!!ITf;~~. INC l.,.lf~UU< (:{)t'-ili{AGT TO fUTf:HPRISf:' PRODUCTS TO SLJHVL:Y lHI; lEAS~ PAHCEI SHOWN ~lE.Ftt:or~ MMJE lJtlf)£m MY AVTHOUHPY, COMMFNCIHG 0~.'1~-~~ Wiil'().\Y'Qf/:Pun. ZOG'IJ, 5TATC JHI3 r,t.\PI~ A CORRf!CT m~Pr~Esr::rnArrcm oF-•He $1\'0 :Jt;fWl:.Y. Hi!: AHOVE SHO\Vr~ t.r:ASL PAil'C"'EUlEING sd£iJfCT TO ANY EAStMENrS, corWITIONS OH 1\t:STRI{~TJUP~!\ 'tHAT MAY o;mr CHJ Nm \\'tnfiN T~) t t1JI·~j tiVISii P/1/U:I!L AREA· 163.(;22 aooARI! n:r.r OR 175.1 ACni.~S. J!~tf;)Rif'FIN & ASSOCIA rES, INC. 1,.,,11N.&(1;'::/L~ t~t4 E~K sr.. HOCK SPRI"!fJ:J. Wt'02901 IJIMJVN: 510J108rct SCIILE: t••1fH)()' ~R;.:I!:::I!I:::S::-E:O~ • .::. ==:.:::.-----ltO:::R'::O:;.JOO No, f/JIIU-b,rry F.XH/OlfO B/IEIT1 OF 1 PROPOSED LEASE PARCEL IN THEN~ OFrHESWJ OF SECTION 93, T5S, R96W, GARFIELD COUNrY, COLORADO PREPARED FOR: ENTERPRISE PRODUCTS • f, I. (-1_' I .i . MOCBorry . ' 3 Louund l~lt-r;: .. •~ ·r.~u,u,..r.oxnfl~:f OM·.K , ... ,., !~ .. !A~O'I V,, ~?~i· lr<.AtC'<'oh! • j r 11 \ I ! > , Porlion or mad I tnc1uded rn . Agwrlm(!nt j I " {. 6S 97WI I I I l l I 0 28 . 34 6 ...... i/fli,\ Mar;ui\On 011 Comn any .u •. ~o ~~'--. - ---~--- Piceance Basin Au:t!!>•> Hoar1 '.i~·cf MOC fk'll)' ~:.wf.-tn"! '.' 0 ,-~n ''<''••~'"''P -·-~ 'p.~t(,t-": (\!''~~ '·· f_ ·~~1!};·.,; •. ~ :~--i7;7(;i,l-.. c c r-'~. ··' .. ~··· SURFACE LEASE AGREEMENT STATE OF COLORADO COUNTY OF GARFIELD THIS SURFACE LEASE AGREEMENT, made effective on this ~ay of July, 2008, by and between Marathon Oil Company, an Ohio corporation, 5555 San Felipe, Houston, Texas 77056, hereinafter called "Lessor", and Enterprise Gas Processing, LLC, a Delaware limited liability company, 1100 Louisiana, Houston, Texas 77002-4324, hereinafter called "Lessee". The entities' named above may sometimes individually be referred to as "Party" and collectively as "Parties." WITNESSETH: For and in consideration of Ten Dollars ($10.00) and other valuable consideration, and the mutual covenants herein contained, Lessor does hereby lease unto Lessee the surface of the following described property, situated in Garfield County, Colorado: A seventeen and fifty three one hundredths (17.53) acre parcel of land situated in the SWY. of Section 33, Township 5 South, Range 96 West of the 6th PM, and which is more particularly described in the attached Exhibit "A1". The above described property is hereinafter referred to as the "Leased Premises" The Parties recognize that Lessor and Berry Petroleum Company (''Berry") each owns an undivided interest in the surface of the Leased Premises, that this Surface Lease Agreement covers and includes Lessor's interest only, and that Berry's interest in the Leased Premises is or will be leased to Lessee under a separate agreement. This Surface Lease Agreement covers surface rights only, and does not include the right to explore for or produce oil, gas or other minerals. This Surface Lease Agreement is given subject to all leases, conditions, limitations, and reseNations, if any, of record or arising by operation of law, and the rights of any parties pursuant to same. The rights leased to Lessee herein shall be non-exclusive and Lessor shall have the continuing right to access the Leased Premises and to use the Leased Premises in any way which does not unreasonably interfere with Lessee's use of the Leased Premises. Lessor makes no warrantees or representations concerning the title to the Leased Premises. In addition, Lessor hereby grants to Lessee a non-exclusive access rigllt-of- way to the Leased Premises for ingress and egress to the Leased Premises, as shown on the attached Exhibit "B". This access right-of-way shall terminate with the expiration of this Surface Lease Agreement. This Surface Lease Agreement is made subject to all existing agreements, whether of record or not. affecting the Leased Premises, including, but not limited Page 1 of 12 and recreational use of motor bikes and all terrain vehicles is prohibited. Lessee agrees to notify all of its contractors, agents and employees of these restrictions. Any individual or company that violates this provision will be asked to leave the Leased Premises and shall not be permitted to return. f. Access to the Leased Premises shall be limited to Lessee's management and employees or contractors required to conduct operations for the Purposes only. Except in the case of emergencies or required by law, Lessee shall notify Lessor twenty-four (24) hours prior to entry by non-required personnel, including but not limited to regulatory agencies, provided Lessee is aware of the need for entry. Lessee shall not access any other property owned by Lessor without first obtaining Lessor's permission. g. Lessee shall control noxious weeds of any kind that develop on the Leased Premises. Any non-biodegradable chemical spraying of soil for weed control shall not be done without advance approval by Lessor. h. Lessee shall provide Lessor with a copy of its emergency response plan along with a list of 24-hour emergency contacts responsible for Lessee's operations on the Leased Premises prior to commencement of any such operations. i. Lessee shall be solely responsible for construction, maintenance, removal and reclamation activities upon the Leased Premises and all of Lessee's operations in and about the Leased Premises shall be performed and conducted in a careful, safe and workmanlike manner. j. Lessee shall provide Lessor (promptly upon Lessee's receipt thereof or concurrently with Lessee's filing thereof, as applicable) copies of all environmental permits and notices received or obtained by Lessee from any regulatory authority, and all documents filed by Lessee with any regulatory authority, concerning activities on the Leased Premises including, but not limited to, stormwater construction permits and air quality permits. k. Lessee shall conduct a sage grouse habitat evaluation prior to commencement of any construction on the Leased Premises and shall furnish to Lessor the results of such evaluation promptly upon completion thereof. I. No construction or other work shall commence on the Leased Premises until such time Lessee demonstrates to the satisfaction of Lessor that it has obtained all permits required to carry out the Purposes of this Surface Lease Agreement and has provided Lessor copies of the same Page 3 of 12 Lessee will maintain the Leased Premises during the term of this Surface Lease Agreement in good repair, clear of refuse and litter. Upon termination of this Surface Lease Agreement, Lessee will return the Leased Premises to Lessor in its original or better condition, normal wear and tear excepted. The use, maintenance and restoration of the Leased Premises shall include the removal of top-soil from the Leased Premises separately from other material removed by Lessee in connection with its activities on the Leased Premises, and the replacement of such topsoil during restoration work. Lessee further agrees to insure that the Leased Premises shall be left free of any large stones, holes, or piles of dirt which would interfere with farming, ranching and/or other operations thereon. All stones, brush and debris uncovered on, removed from or deposited on Lessor's lands as the result of activities permitted hereunder shall be disposed of at Lessor's direction. All cuts, fill slopes, pit and topsoil piles and soil piles will be stabilized and revegetated immediately following construction. Land surrounding the Leased Premises will be brought back to a 3-1 slope during interim reclamation. All areas of soil disturbance shall be smooth graded, cultivated to provide a loose seed bed of a minimum of 6 inches in depth, fertilized with 250 pounds of 46-0-0 per acre, seeded with the seed mixture listed below, and mulched with 1 Y, tons of grass hay crimped into the soil. Lessee shall continue to maintain stormwater erosion controls during this phase of reclamation. Lessor retains the option of altering the seed mixture before seeding is conducted, it being the intention of the Parties to revegetate the Leased Premises in order to control erosion, weed growth. MixtureNariety Mountain Brame, Bromar Russian Wild Rye, Boziosky Orchardgrass, Paiute Intermediate Wheatgrass, Oahe Regreen 404 Crested Wheatgrass, Hycrest Pubescent Wheatgrass, Luna Pure% 17.35 17.12 16.84 16.45 14.70 7.25 7.14 Lessee shall continue to reseed and cultivate until successfully reestablishing self-sustaining vegetation. Reseeded areas shall be properly mulched except in pastures and hay fields. Lessee shall spray all areas affected by construction or restoration to control noxious weeds for a period of no less than three growing seasons. 6. Environmental Protection Lessee agrees to provide Lessor a site specific Spill Prevention Control Page 5 of 12 b. Upon termination of the rights herein given, Lessee shall execute and deliver to Lessor, within thirty (30) days after written demand therefor, a good and sufficient release of all interest of Lessee in the Leased Premises so terminated. Should Lessee fail or refuse to deliver to Lessor such release, a written notice by Lessor reciting the failure or refusal of Lessee to execute and deliver said release, as herein provided, shall after ten (10) days from the date of recordation of said notice, be conclusive evidence against Lessee and all persons claiming under Lessee of the termination of this Surface Lease Agreement or a portion thereof and all interest of Lessee hereunder as to that portion, subject to Lessee's obligation to remove its property within ninety (90) days of such termination. Termination shall not operate to extinguish any obligations of Lessee which have accrued at the time of termination, or which accrue hereunder upon termination. 8. Breach. If Lessee defaults in the performance of any of its obligations under this Surface Lease Agreement, Lessor shall notify Lessee in writing of such breach. This Surface Lease Agreement may be terminated at Lessor's discretion if such default continues for a period of thirty (30) days after Lessor notifies Lessee in writing of such default and Lessor's intention to terminate this Surface Lease Agremeent, and Lessee has not cured the default within such thirty (30) day period or has not undertaken actions reasonably calculated to cure the default within such period and thereafter pursued such actions with reasonable diligence. Thereafter, Lessor will have the right, without further notice or demand, to enter the Leased Premises, remove all of Lessee's personal property that may be located thereon, and restore the Leased Premises to their original condition, without waiving any other remedies to which Lessor may be entitled. If, within ninety (90) days after the date of Surface Lease Agreement termination, Lessee does not fully reimburse the costs Lessor incurs in removing and storing Lessee's personal property and restoring the Leased Premises to its original condition, then in addition to Lessor's other rights under this Surface Lease Agreement, Lessor may dispose of the stored property, retain any proceeds from the sale of such property, and maintain an action against Lessee for any deficiency. 9. Removal of Equipment. It is agreed that all buildings, machinery and other material, equipment and property placed on the Leased Premises by Lessee shall not become part of the real property but shall remain the personal property of Lessee, and that Lessee shall have the privilege of removing, so long as it Page 7 of 12 Lessee's performance hereunder, but only to the extent of liabilities assumed by Lessee under this Surface Lease Agreement, and includes a Severability of Interest Clause (Cross Liability) which Additional Insured Endorsement shall not exclude or restrict coverage based upon the alleged or actual negligence of the Additional Insured. Such insurance shall at a minimum include: a. Commercial General Liability Insurance Form or the equivalent covering Lessee's contingent liability, Premises Operations, Completed Operations and Products Liability, Contractual Liability, and if requested by Lessor, liability arising from explosion, collapse, or underground property damage, all with a minimum combined single limit of $2,000,000 each occurrence, for Bodily Injury and Property damage including personal injury. b. Comprehensive Automobile Liability Insurance or Business Auto Policy covering all owned, hired or otherwise operated non-owned vehicles with a minimum combined single limit of $2,000,000 each occurrence for Bodily Injury and Property Damage. c. Workers Compensation insurance as required by law, covering all states of operation, and Employers Liability Insurance with a minimum of $1,000,000 each occurrence. Lessor reserves the right to change its minimum insurance requirements. Before commencement of any activities on the Leased Premises pursuant to this Surface Lease Agreement, Lessee shall furnish Lessor with Policies or Certificates of Insurance acceptable to Lessor confirming compliance herewith and providing that no coverage will be canceled or materially changed prior to 30 days advance written notice to Lessor. Subrogation against Lessor shall be waived as respects all of the insurance policies set forth above. An Alternate Employer Endorsement may be substituted for the Additional Insured Endorsement only with respect to Workers Compensation Insurance and Employer's Liability insurance. The insurance required hereunder in no way limits or restricts Lessee's obligations under numbered paragraph 10 above. Further such insurance shall be in no way limited by any limitation expressed in numbered paragraph 10 above, nor any limitation placed on the indemnity therein given as a matter of law. If Lessee employs other contractors or subcontractors to perform any work hereunder, then Lessee agrees to require such contractors and subcontractors to obtain, carry, maintain, and keep in force during the time in which they are engaged in performing any work hereunder, policies of insurance which comply with the requirements as set forth above and to furnish copies thereof to Lessee. Contractors and subcontractors must also obtain waivers of Subrogation from their insurers protecting Lessor. Failure to maintain said insurance, as required herein, shall constitute a material breach and shall be sufficient grounds Page 9 of 12 assessed directly or indirectly against the Leased Premises because of improvements constructed or placed on the Leased Premises by Lessee and will reimburse Lessor for any increase in taxes paid by Lessor resulting from the value of such facilities, whether or not separately assessed. Lessor will otherwise pay all taxes assessed against the Leased Premises based upon the valuation of the Leased Premises as of the date of assessment. The provisions of this paragraph will survive termination of this Surface Lease Agreement. 16. Notices. Any notices required or permitted under this Surface Lease Agreement shall be given in writing. The notice shall be served either personally or by registered or certified mail with return receipt requested. Service shall be effective when received. All notices hereunder shall be directed to the addresses set forth below or such substitute address or addresses as provided to the parties at least thirty (30) days in advance of any notice. Present addresses to which notices shall be sent in accordance with the provisions of this paragraph are: Lessor: Lessee: Marathon Oil Company Attn:New Ventures Land Manager 5555 San Felipe Houston, TX 77056 Facsimile: 713-296-4495 Enterprise Gas Processing, LLC Attn: Land Manager 2727 North Loop West Houston, TX 77008-1044 Facsimile: 713-803-1349 17. Successors and Assigns. The terms, conditions and provisions of this Surface Lease Agreement shall be binding upon and inure to the benefit of the Parties hereto and their respective successors and assigns. 18. No Waiver. Lessor's failure to enforce a remedy for any particular violation of the terms of this Surface Lease Agreement will not constitute a waiver of such terms nor will same prevent the exercise by Lessor of any remedy or remedies for any other violation or for the same violation occurring at any other time or times. Page 11 of 12 EXHIBIT A-1 / LEGAL DESCRii'TlO"i PROPOSED LEASF. Pt\RCBL ! 6().U.berrry PROPOSr:o L.l;\SE SlTLATE JN TilE :\112 OF THE SWl/4 OF SECTION 33 T 5 S, R 96 W, 6'" l'.M., GARFTET,D COl":\TY, COI.ORA.DO L\ BERRY PETROLECiH COMPANY LA:\DS MAY 3, 2008 A parcel of land for a [,ease Parcel sitwtte in the north half of the south\ vest quarter of Section 33 in Township 5 South and Range 96 West of the Sixth Princtpal Meridian in Garfield County, Colorado and being described "'follows: Considering the north line of the south half of said Section 33 as bearing South 88° 19 • 05" East and all the beatings contained herein arc referenced thJm. The terminus of the said north line being monumcnted with brass caps set by the U.S. General Land Office stu-vey in 1917. Commencing at the west qua1ier comer of said Section 33; Thence, South 79° 37' 22" East a distance of330. 73 feet to the Point Of Beginning; THENCE, South 88' 19' 05" East a distance of 1430.84 feet; THENCE, South 28' 03' 03" West a diStance of211.09 feet; THENCE, South 43° 25' 31" West a distance of !55. 78 feet: THENCE, South 30' 42' 49" West a distance of245.12 teet: THENCE, South 54" 00' I 9" West a distance oi 382.58 feet; THENCE, South 50° 40' IT" \Vest a dist;mce of342.74 feet, fi·om which the southwesr comer of the said Section 33 bears South 30° 17' I 7" West a distance of 1836.07 feet; THENCE. North 26' 47' 58" West a distance of 538.82 feet; THENCE, North 26' 46' 40" West a distance of210.42 feet: THENCE, North 29c 47' 14" West a distance of 374.99 feet to Point Of Beginning The above described parceJ of land containing 763,522 square feet or 17.53 acres of and is subject to any easements 1 conditions and/or restlictions that may exist on or within its lines. SURVEYOR'S STATEMEl\T L Ronald C. Rcnnke, an agent and employee on bt:halffor D. R. Grif1in & Associates, Tnc. under conlTacr to Enterprise Producrs to survcv the above described Lease Parcel, state the description hereon is a corrccr representation of a s;Jtvey tn<1lk under my authority co;v~.:§§ip·g6~!~~~~ril 10, 2008. ~-o'".· ·;:,' ~ ··ti ·" ·,::-. ·-;~., {;!1~'"~;~~-'~tl:t \, 0;C·. e:: .,-.,;> ,,...A6....-;s: ,_,. /' \?:}~{ .. :~;:~;;~~/ vk -~~:' .. ';/>': ,~ _,;,. -e-fd.,ii1i. ____ _ P[s ("o"t~"\1(). 37065 REI'EREI\CE DRAWfNG No. 16044-beny (EXHIBIT 81 -' ' --.. ,..,,.,_,~ ....... ' ' ~~ .. _, ,.., ,. ,.,,., .. EXHIBIT A-2 0 --~-r++P= ------------ October 9, 2008 Copyright 2008 Kleinfelder All Rights Reserved ----------------- GEOTECHNICAL INVESTIGATION MARATHON COMPRESSOR FACILITY GARFIELD COUNTY, COLORADO Unauthorized use or copying of this document Is strictly prohibited. Contact Klelnfelder West, Inc., If use or copying Is desired by anyone other than the Client and for the proJec:t Identified above. ~-~----~----- C,NF£LD£R \_, 8righrP~"''!• 11/gllrsoror;.,m "=" TABLE OF CONTENTS SECTION 1 INTRODUCTION ....................................................................................................... 1 1.1 GENERAL ....................................................................................................................................... 1 1.2 PROJECT DESCRIPTION ..................................................................................................... 1 1.3 PURPOSE AND SCOPE ............................................................................................................. 2 2 FIELD EXPLORATION AND LABORATORY TESTING ........................................ ..4 2.1 FIELD EXPLORATION .................................................................................................................. .4 2.2 LABORATORY TESTING ........................................................................................................... .4 3 SITE CONDITIONS ................................................................................................... 6 3.1 SURFACE ..................................................................................................................................... 6 3.2 GEOLOGIC SETTING................................. ... ............................... .................. . ............... 6 3.3 GEOLOGIC HAZARDS........................................ .......... .................. ..... ....... .............. . ....... 6 3.3.1 Seismicity ............................................................................................................................... 7 3.4 SUBSURFACE ............................................................................................................................ 7 3.4.1 Colluvium ................................................................................................................................ 7 3.4.2 Bedrock .................................................................................................................................... 8 3.4.3 Groundwater .......................................................................................................................... 9 4 CONCLUSIONS AND RECOMMENDATIONS ....................................................... 1 0 4.1 GEOTECHNICAL CONSIDERATIONS ....................................................................................... 10 4.2 CONSTRUCTION CONSIDERATIONS ................................................................................... 10 4.2.1 General ......................................................................................................................... 10 4.2.2 Excavation Considerations .................................................................................................... 10 4.2.3 Permanent Cut and Fill Slopes .............................................................................................. 11 4.2.4 Suitability of Site Soil and Bedrock ...................................................................................... 12 4.2.5 Site Preparation ..................................................................................................................... 13 4.2.6 Fill Shrinkage/Bulking ......................................................................................................... 13 4.2. 7 Corrosion ............................................................................................................................... 14 4.2.8 Construction in Wet or Cold Weather .................................................................................... 14 4.2.9 Construction Testing and Observation .................................................................................. 15 4.2.10 Drainage ............................................................................................................................. 15 4.3 STABILITY ANALYSIS.............................................. ..... ................. .................. ... .. ........... 15 4.4 FOUNDATIONS ......................................................................................................................... 17 4.4.1 Drilled Footings ..................................................................................................................... 18 4.5 FLOOR SYSTEMS ................................................................................................................ 18 4.6 RETAINING STRUCTURES ......................................................................................................... 19 4.7 PAVEMENTS .............................................................................................................................. 20 4. 7.1 Subgrade Materials ............................................................................................................... 20 4.7.2 Design Traffic ......................................................................................................................... 20 4.7.3 Design Sections ..................................................................................................................... 21 4.7.4 Subgrade Preparation ......................................................................................................... 21 4.7.5 Drainage ............................................................. , ................................................................. 22 4.7.6 Maintenance .......................................................................................................................... 22 5 ADDITIONAL SERVICES ........................................................................................ 23 5.1 REQUIREMENTS FOR ADDITIONAL SERVICES .................................................................... 23 5.2 REVIEW OF PLANS AND SPECIFICATIONS.......................... . ............................................. 23 5.3 PREBID AND PRECONSTRUCT ION MEETINGS....................... . ......................................... 23 5.4 CONSTRUCTION OBSERVATION AND TESTING .................................................................... 24 6 LIMITATIONS .......................................................................................................... 25 97191/DEN8R156 Copyright 2008 Kleinfelder Page i of ii October 9, 2008 1 INTRODUCTION 1.1 GENERAL This report presents the results of a geotechnical investigation for the Marathon Compressor Facility located in the southwest 1/4 of Section 33, Township 5 South, Range 96 West of the 6th Principle Meridian, about 15 miles northwest of Parachute, Colorado as shown on the Vicinity Map in Appendix A (Figure A-1). Our investigation was performed for Enterprise Products Operating LP, and was authorized by Mr. Eduardo Robles. The report includes our recommendations relating to the geotechnical aspects of project design and construction. The conclusions and recommendations stated in this report are based on the subsurface conditions found at the locations of our exploratory borings at the time our exploration was performed. They also are subject to the provisions stated in the report sections titled Additional Services and Limitations. Our findings, conclusions, and recommendations should not be extrapolated to other areas or used for other projects without our prior review. Furthermore, they should not be used if the site has been altered, or if a prolonged period has elapsed since the date of the report, without Kleinfelder's prior review to determine if they remain valid. 1.2 PROJECT DESCRIPTION The facility will include capacity for five compressor units. The initial construction phase will include two units. The compressors will be supported on a mat foundation and enclosed in a metal structure. A series of cooling units are planned and are typically supported with spread footings and a grade beam system. Other equipment includes slug catcher, separator, and scrubbers, either skid supported or supported on isolated spread footings or mat foundations. The gas treating area will contain numerous vessels, separators, coolers, pumps, and tanks. The equipment will be supported on mat foundations with some isolated footings 97191/DEN8R156 Copyright 2008 Kleinfelder Page 1 or 25 October 9, 2008 ~~-------- • Slope stability analysis of the planned final site configuration. • Evaluation and engineering analysis of the field and laboratory data to develop our geotechnical conclusions and recommendations. • Preparation of this report, which includes a description of the proposed project, a description of the surface and subsurface site conditions found during our investigation, our conclusions and recommendations as to foundation design and related geotechnical issues, and appendices which summarize our field and laboratory investigations. 97191/DEN8R156 Copyright 2008 Kleinfelder Page 3 of 25 October 9, 2008 ----------- Direct Shear Strength Water Soluble Sulfates pH Electrical Resistivity Chloride Concentration Selected results of the laboratory tests are shown on the boring logs in Appendix B and presented graphically in Appendix C. Test results are also tabulated in Table I at the end of Appendix C. 97191/0EN8R156 Copyright 2008 Klelnfelder Page 5 of25 October 9, 2008 -------------·-------·-------- has occurred on the site. No active faults are known to exist in the immediate area. We do not believe fault rupture or liquefaction are credible hazards at the site. The site soils are susceptible to erosion. All permanent cut and fill slopes should be re- vegetated or protected by other means. Surface drainage should be designed to divert runoff from slopes or direct runoff into properly designed drainage features. 3.3.1 Seismicity In our opinion, the subsurface conditions encountered in our borings best classify as Site Class C profile according to the 2003 International Building Codes (IBC) specified for Garfield County. The following table presents the site class, site coefficient and the mapped spectral accelerations for short periods (Ss), and a 1-second period (S1) for the proposed site based on the USGS Seismic Hazard Curves and Uniform Hazard Response Spectra database. Ss Fa 0.426g 0.09g 1.2 1. 7 3.4 SUBSURFACE The general subsurface profile encountered in our borings consists of colluvium of variable depths overlying siltstone/mar/stone bedrock. Groundwater was not encountered during exploration. The subsurface profile is discussed in further detail in the following sections. 3.4.1 Colluvium The colluvium is comprised of gravel-sized bedrock fragments in a lean clay soil matrix. The amount of gravel-sized fragments varied between boreholes. The colluvium ranges from 0 to 20 feet thick, with the majority of the site covered by about 10 feet of colluvium. The colluvium becomes thinner over the lower southern reaches of the site. 97191/DEN8R156 Copyright 2008 Kleinfelder Page 7 of25 October 9, 2008 ---~~----~------- Continuous core was obtained from bedrock in Borings B-5 and B-19. Core recovery ranged from 34 to 100 percent, averaging 72 percent in Boring B-5 and 77 percent in Boring B-19. The Rock Quality Designation (RQD) varied from 0 to 32 percent, indicative of the highly fractured material. Two samples were trimmed from the more intact bedrock in each boring and unconfined compressive strength testing was performed. Test results measured strengths of 177,700 to 288,600 psf in Boring B-5 and 96,500 to 98,900 psf in Boring B-19. Two unconfined compressive strength test from drive samples measured 4,800 and 9,800 psf. 3.4.3 Groundwater Groundwater was not encountered in the borings during drilling or when checked at the completion of all drilling. Soil moisture levels and groundwater levels commonly vary over time depending upon seasonal precipitation, irrigation practices, land use, and runoff conditions. Accordingly, the soil moisture and groundwater data in this report pertain only to the locations and times at which exploration was performed. They can be extrapolated to other locations and times only with caution. 97191/DEN8R156 Copyright 2008 Kleinfeld or Page 9 of 25 October 9, 2008 ----···--- Confined excavations in bedrock will be more difficult and may require localized blasting. If any piping will be buried in bedrock, mass rock excavation during pad preparation and replacement with fill can be considered to minimize trench excavation difficulties. All excavations must comply with the applicable local, State, and federal safety regulations, and particularly with the excavation standards of the Occupational Safety and Health Administration (OSHA). Construction site safety, including excavation safety, is the sole responsibility of the Contractor as part of its overall responsibility for the means, methods, and sequencing of construction operations. Kleinfelder's recommendations for excavation support are intended for the Client's use in planning the project, and in no way relieve the Contractor of its responsibility to construct, support, and maintain safe slopes. Under no circumstances should the following recommendations be interpreted to mean that Kleinfelder is assuming responsibility for either construction site safety or the Contractor's activities. We believe the majority of the colluvium on this site will classify as Type C and the bedrock Type A material using OSHA criteria. OSHA requires that temporary unsupported cuts be no steeper than 1%:1 (horizontal to vertical) for Type C material and %:1 for Type A material for unbraced excavations up to 20 feet in height. In general, we believe that these slope ratios will be temporarily stable under unsaturated conditions. Should groundwater seepage occur, flatter slopes might be appropriate. Please note that an OSHA-qualified "competent person" must make the actual determination of soil type and allowable sloping in the field. 4.2.3 Permanent Cut and Fill Slopes Extensive grading is planned. We do not expect major slope stability problems with the planned cuts and fills, if the site grading recommendations presented in this report are followed. The cut slope above the facility pad is proposed for an inclination of 2:1 (horizontal to vertical) with a maximum height of 100 feet. Most of the slope will be cut into bedrock; although, the upper 5 to 15 feet may be colluvium. We recommend permanent cut 97191/DENBR156 Copyright 2008 Kleinfelder Page 11 of 25 October 9, 2008 Bedrock should be processed into pieces smaller than 6 inches and incorporated into a soil matrix. If the bedrock does not break down readily during excavation, it may be placed as a rock fill in slopes outside of the facility pad with a maximum rock size of 18 inches. 4.2.5 Site Preparation All vegetation should be properly stripped. A stripping depth of about 3 inches can be used for planning purposes. In areas to be filled, the exposed native soils should be scarified to a depth of at least 8 inches and moisture conditioned and compacted to the same specification as the overlying fill. Fill placed directly on bedrock does not require scarification of the bedrock surface. Slopes steeper than 5:1 should be benched into the hillside to allow fill to be placed in uniform horizontal lifts. Fill material should be adjusted to moisture content within 2 percent of optimum moisture content and compacted to the following minimum density as determined by ASTM D698 (standard Proctor). Structure Foundations and Slabs ............................................................ 95% Compressor Foundations ........................................................................ 98% Condensate Storage/Processed Liquids Tanks ...................................... 98% Pad and Site Fill< 10 Feet Deep ............................................................. 95% Pad and Site Fill> 10 Feet Deep .............................................................. 98% 4.2.6 Fill Shrinkage/Bulking Moisture density relationship determinations (Proctors) were made on two bulk samples representative of the colluvium (clay with gravel-size bedrock fragments). The maximum dry density was about 95 pet. The average in-place dry density of the colluvium was 91 pcf. We estimate the colluvium will shrink about 5 percent when compacted as recommended above. The average in-place dry density of the bedrock was 96 pet. The bedrock samples were of poor quality and the samples may have been disturbed during density determination. Four samples of rock core were trimmed and dry density determined. Test results indicated average dry density of 108 pet. We believe the bedrock may bulk 97191/DEN8R156 Copyright 2008 Kleinfelder Page 13 of 25 October 9, 2008 4.2.9 Construction Testing and Observation Enough field testing and construction observation should take place under the direction of a qualified geotechnical engineer to support that engineer's professional opinion as to whether the earthwork does or does not substantially conform to the recommendations in this report. Furthermore, the opinions and conclusions of a geotechnical report are based on interpretation of a limited amount of information obtained from the field exploration. It is therefore common to find that actual site conditions differ somewhat from those indicated in the report. The geotechnical engineer should remain involved throughout the project to evaluate such differing conditions as they appear, and to modify or add to the geotechnical recommendations as necessary. 4.2.1 0 Drainage Grade the ground surface on and around the pad and all structures so that surface water will quickly flow off the pad and away from the structures. We recommend minimum gradients of 5 percent away from each structure. Roof drainage should discharge well clear of the backfill zone and structure. Water should drain away from the structures as rapidly as possible and not be allowed to stand or pond on the pad. 4.3 STABILITY ANALYSIS We conducted a rock mass analysis of the recommended 1Y.:1 cut slope along the north side of the facility. A rock mass analysis examines the potential for a "circular" failure of the rock mass through closely-spaced discontinuities and intact rock bridges in a manner similar to that for soil slopes. As opposed to a failure along discrete planes, a rock mass analysis assumes that many discontinuities in the rock mass will work together to propagate failure. In order to perform the analysis, the rock mass is treated as a continuum and shear strength values are assigned to the rock mass as whole or to different rock units. The Hoek-Brown Failure Criterion is typically chosen as a means to establish rock mass shear strengths. The computer program SLIDE V5® by Rocscience was utilized to perform the slope stability analysis. It should be noted that this type of failure is highly unlikely and not commonly found in this geological terrain because of the sub-horizontal bedding found in the siltstones and 97191/DEN8R156 Copyright 2008 Kleinfelder Page 15 of 25 October 9. 2008 ------------ calculations indicate that the proposed cut slope has an adequate safety factor against global failures and is greater than 2.0. 4.4 FOUNDATIONS After careful evaluation of the subsoil conditions and consideration of the proposed construction, we believe conventional spread footing or mat foundations are feasible for support of struclural loads. The compressor units should be founded directly on the underlying bedrock, while less critical structures may be placed on bedrock, native colluvium, or compacted fill. It is recommended that any major structures be founded on a common bearing surface. If bedrock is not exposed at foundation elevation for other major structures, the colluvium should be over-excavated and replaced as compacted fill as discussed in Section 4.2.5. Our evaluation is based on the subsoil conditions, the type of structures, anticipated structure loads, construction costs and our experience with similar projects. Design and construction criteria for spread footing or mat foundations are presented in the following sections. The construction details should be considered when preparing project documents. 1. Footings or mats placed on bedrock may be designed for a maximum allowable bearing pressure of 5,000 psf. The compressor units should be founded entirely on the bedrock. It is important that an even bearing surface be constructed to avoid point loading. It may be necessary to place a lean concrete mud mat or re- compacted fill layer to level the bearing surface. 2. Footings or mats placed on native colluvium and/or compacted fill may be designed for a maximum allowable bearing pressure of 2,500 psf. This pressure may be increased to 3,500 psf for footings placed on a minimum 5 feet of compacted fill. Compacted fill should extend beyond the horizontal limits of the footings or pads at least one foot for each foot in depth of fill. 3. The above bearing pressures may be increased by one-third for transient loads. 4. Lateral loads may be resisted using a coefficient of friction for sliding of 0.50 for bedrock and 0.40 for compacted fill or native colluvium and a passive earth pressure of 350 pcf. These are ultimate values and appropriate safety factors should be applied particularly for the passive case. 97191/DENBR156 Copyright 2008 Kleinfelder Page 17 of25 October 9. 2008 4.6 RETAINING STRUCTURES We are not aware of any planned site retaining walls; however, considering the required grading some minor walls may be necessary. Magnitude of the lateral earth pressure depends on the natural and backfill soil types and acceptable wall movements, which affect soil strain and mobilize the shear strength of the soil. More soil movement results in the development of greater internal shear stresses, thereby lowering the lateral pressure on the wall. Soil strain and allowable wall rotation must be greater to mobilize full strength and reduce lateral pressures for fine-grained soils than for cohesionless granular soils. Fine-grained soils also tend to exhibit lower ultimate strengths. In most cases, a triangular pressure distribution is satisfactory for design and is usually represented as an equivalent fluid unit weight or pressure. The design and construction criteria presented below should be observed for foundation and retaining walls. The construction details should be considered when preparing construction documents. 1. Retaining walls that are laterally supported can be expected to undergo only a slight amount of deflection. These walls should be designed for an "at-rest" lateral earth pressure computed on the basis of an equivalent fluid unit weight of 55 pel for backfill consisting of the colluvium mixed with bedrock. 2. Retaining structures, which can deflect sufficiently to mobilize the full active earth pressure condition, should be designed for a lateral earth pressure computed on the basis of an equivalent fluid unit weight of 45 pcf for the colluvium mixed with bedrock. 3. Latera/loads may be resisted using a coefficient of friction for sliding of 0.40 on colluvium or compacted fill and 0.50 on bedrock and a passive earth pressure of 350 pel. Due to the relatively large movements required to mobilize the passive pressure, we recommend an appropriate factor of safety be utilized. 4. The above lateral earth pressures assume drained conditions behind the walls and a horizontal backfill surface. We can provide recommendations and details related to drainage behind earth-retaining walls if desired. 5. Fill against retaining walls should be properly placed and compacted as recommended in Section 4.2.5 of this report. Care should be taken when placing backfill so as not to damage the walls. Compaction of each lift adjacent 97191/DEN8R156 Copyright 2008 Kleinfeld or Page 19 of 25 October 9, 2008 ~NFE:LDE:R equivalent single axle loads (ESAL) of about 13,000. During permanent operation we have assumed an ESAL of 20,000 for a 20-year design life, which is equivalent to a lightly traveled local street. If these assumed loadings do not appear appropriate for the plant site, Kleinfelder should be contacted to re-evaluate the proposed pavement sections. 4.7.3 Design Sections Colorado Department of Transportation (COOT) design procedures and the above design parameters were used to determine the following pavement section alternatives. If the plant access roads will be utilized during construction, we recommend a graveled road consisting of either 12 inches of COOT Class 6 base course or 14 inches of Class 1 aggregate base. The site bedrock could be used as the Class 1 material with some processing. COOT specifications indicate Class 6 base course should have 3 to 15 percent passing the #200 sieve. For a graveled surface we recommend the percent passing the #200 sieve be modified to a range of 7 to 15 percent to allow slightly more fines to provide better binding of the material. The permanent access roads should be paved with either 3 inches of asphalt placed over the temporary gravel road or 4.5 inches of asphalt placed over a prepared subgrade. If it is desirable to have a gravel surface for the permanent access roads, we recommend 4 inches of Class 6 base course placed above the temporary construction gravel road or 12 inches of Class 6 base course placed over a prepared subgrade. Periodic maintenance will be required to maintain a smooth surface and extend the pavement life. 4.7.4 Subgrade Preparation Prior to placing the temporary or permanent pavement section, the subgrade should be scarified to a minimum depth of 8 inches and compacted as recommended in Section 4.2.5. Scarification will not be required where bedrock is exposed at subgrade elevation. The entire pavement subgrade should be proofrolled with a heavily loaded pneumatic-tired vehicle after preparation. Areas that deform under heavy wheel loads should be removed and replaced to achieve a stable subgrade prior to paving. 97191/DEN8R156 Copyright 2008 Kleinfelder Page 21 of 25 October 9, 2008 5 ADDITIONAL SERVICES 5.1 REQUIREMENTS FOR ADDITIONAL SERVICES In most cases, other services beyond completion of a geotechnical report are necessary or desirable to complete a project satisfactorily. It also sometimes happens that. while performing our services, we discover conditions or circumstances that require the performance of additional work that was not anticipated when the geotechnical report was written. Kleinfelder offers a range of environmental, geological, geotechnical, and construction services to suit the varying needs of our clients. This section outlines some of those services that may pertain to this project. Kleinfelder will be happy to submit a proposal for performing any such services upon request. 5.2 REVIEW OF PLANS AND SPECIFICATIONS We strongly recommend that Kleinfelder be given an opportunity to review the plans and specifications for this project before they are finalized. Such a review allows us to verify that our recommendations and concerns have been adequately incorporated in the design. It also gives us an opportunity to discuss those recommendations and concerns with other members of the design team so that we can clear up misunderstandings or ambiguities before the project reaches the construction stage. 5.3 PREBID AND PRECONSTRUCTION MEETINGS Contractors often contact us during the bidding process to discuss the geotechnical aspects of projects. Informal contacts between Kleinfelder and individual contractors can result in incorrect or incomplete information being provided to the contractor. Therefore, we recommend that a prebid meeting be held to answer any questions about the report prior to submittal of bids. If this is not possible, questions or requests for clarifications regarding this report should be directed to the Owner or his designated representative. After consultation with Kleinfelder, the Owner (or his representative) should provide clarifications or additional information to all contractors bidding the job. 971911DEN8R156 Copyright 2008 Kleinfelder Page 23 of 25 October 9, 2008 6 LIMITATIONS This work was performed in a manner consistent with that level of care and skill ordinarily exercised by other members of Kleinfelder's profession practicing in the same locality, under similar conditions and at the date the services are provided. Our conclusions, opinions and recommendations are based on a limited number of observations and data. It is possible that conditions could vary between or beyond the data evaluated. Kleinfelder makes no other representation, guarantee or warranty, express or implied, regarding the services, communication (oral or written), report, opinion, or instrument of service provided. This report may be used only by the Client and the registered design professional in responsible charge and only for the purposes stated for this specific engagement within a reasonable time from its issuance, but in no event later than two (2) years from the date of the report. The work performed was based on project information provided by Client. If Client does not retain Kleinfelder to review any plans and specifications, including any revisions or modifications to the plans and specifications, Kleinfelder assumes no responsibility for the suitability of our recommendations. In addition, if there are any changes in the field to the plans and specifications, Client must obtain written approval from Kleinfelder's engineer that such changes do not affect our recommendations. 97191/DEN8R156 Copyright2008 Kleinlelder Page 25 of 25 October 9, 2008 '"""''"'mooon•r><'l.<ltdonl!>o"'..,.;o•op<.,oot,..,..h,. ... ,_"-lMo•....,<vof ""'"" o001 ;0 "'""""' <IIV!Qo ,.,..,ouo..,ko Xt•"'•'~or ,.,.,,, ,. ,..,.,.....,l!of>o,.. i ~;~·;~::::·: .. ~=~~::.,~ .. ~ "%~~o.;:~'i.';:~~;~.!~"'""' : .. *""""'" ....... "''"""'~"'.._~o~~~om.... .. , Tho"""'"'''"'"''"~'m ; conlO,nodo•"'·'l'"""~ ,...,...., .. """" -'"'' .... """"""'-"""<~ oo ..,,...,....,..,, ,_ .... ..,., SITE @) -----~~~-~---- MARATHON COMPRESSOR FACILITY GARFIELD COUNTY, COLORADO FIGURE A-1 .,. ...... ·-''--... ..... _ S ITE PLAN PROVIDE D BY OR GRIFFIN & ASSOCIATES Q,NFELDER 300 Bright I'IOpla. lllgtrt Wlllons. ~ www.klefnf•kl•r.com 50 100 200 0 r -~--~··------· 1 ....,., ___ ....,... .. ______ _ ::::::-...::.":=::.=::.=.-::.~·:::=.. .. --·-----·----·---~:::.-:-...::-.::::::::..-:::::.:;:.=:- SCALE IN fEET 6-1 0 PROJECT NO. OAAWN: APPROXIMATE BORING LOCATION 97191 FIGURE 912412008 PROPOSED GRADING PLAN DRAWN BY : JE CHECKED BY: DA ~~-----=!4--------------; A-3 MARATHON COMPRESSOR FACIUTY FILE NAME: GARFIELD COUNTY. COl.ORAOO ·4----·--- LEGEND OF SYMBOLS USED ON BORING LOGS § § ~ ~ ~ " g ~ [ ~ 0 z ~ LOG SYMBOLS ~ Ill ILK I liRAB SAMPLE I CALIHJRNIA SAMPLER 12.0 inch in~id~ diamder) ~ MODIFIED CALIFORNIA S,\MPI.ER {1.5 inch inside diMlctcr) ~ STANDARD PENETRATION SPLIT SPOON SAMPLER 12.0-inoh 0.0. X 1.4-inoh 1.0.) ~ SIIELBY .IUIJE (3 inch owside c.lirunctcrl D NO RECOVERY OF SOIL SAMPLE ~ IIQ-3 SIZE CORE BARREL (2.4-inch J.D.) sz WATER LEVEL (level where lirsl encountered) ~ WATER LEVEL (level aller completion) GENERAL NOTES I. Lines separatmg suata on the logs r~presem approximate boundaries only. Act\Jal trans1t1ons may be grodual. 2. No narranty is provid\ .. >d as to the continuity of soil or rock conditions ~tween individual sample locations. J Logs represent general soil or rock cond1110ns observed at the point of c:xploration on the date indicated. 4. In general, Unified Soil ClasslliCiUion System designations pcesentcd on the logs were based on visunl classincalion m the tield. modi lied as appropriate by viStlal classifications in the otlke. and/or laboratory gradation and index propo;-rty tesling. 5. NV= No Value. NA =:Not Analyzed: NP =No Plasticity 6 E.xp = Percent expansion under defined surcharge pressure. 1. Com= Pcrcem compression under detined surcharge pressure 8. 50/X indicates 50 blows were reqmred to drtve lhe indentifie{! sampler X inches 1\>ith a 140-lb hammer 131ling JO inches. uses SYMBOL ow OP OM GC sw SP SM sc ML CL OL MH CH SOIL DESCRIPTIONS WEI.l.-GRAIJU) (iRAVEI.S. CiRA VEI.·SAND MIXTURES Wlllll.ITfi.E OR NO FlNI~S I'OORI.Y-GRADED GRA VEI.S, GRAVEI.-SAND MIXTURES WI'IH LllTI.I: OR NO FINES SILlY GRAVELS. GRA VEL-SII.T-SAND MIXTURES CI.A Y WITH GRAVELS, GRA VEI.-SAND-CLA Y MIXTURES WELL-GRADED SANDS. SAND·GRA VF.L MIXlURES WITH LITTLE OR NO FINES POORLY-GRADED SANDS, SAND-GRAVEL MIXTUR"S WITH l.lnLE OR NO fiNES SILTY SANDS, SAND-GRAVEJ .• SILT MIXTURES CLAYEY SANDS, SAND-GRAVEL-CLAY MIXTURES INORGANIC SILTS & VERY FINE SANDS, SILTY OR CLAYEY FINE SANDS. ClAYEY SILTS WITH 1 I PLASTICITY INORGANIC CLAYS OF LOW TO MEDIUM PI.ASTICITY, GRA YELLY CLAYS. SANDY ORGANIC SILTS & ORGANIC SILTYCLA YS Of LOW PLASTICITY INORGANIC SILTS. MICACEOUS OR DIATOMACEOUS FINE SAND OR SILT INORGANIC CLAYS OF HIGH PLASTICITY, FAT CLAYS CLAYSTONE INTERBEDDED SANDSTONE/CI.A YSTONE SANDSTONE INTERBEDDED SILTSTONE AND MARLSTONE FILL Note: Fine grained soils thai p!o1 \\ithin the hatched area on the Plasticity Chart, and coarse grained soils \~tlh between 5% and 12% passing the No. 200 sieve require dual USCS s~mbols, te., GW-GM. Gf'-GM. GW-GC, GP-GC. GC-GM, SW-SM. SP-SM, SW-SC. SP-SC. SC-SM. i~------~-------------,------------------------------------~ ~ c;;;,NF£LD£R ~ ~ Bt;9hiPfOf>!t.RigM$ol~~·.,. ~r---~~~~~~-.----~~---------1 ~ Drafted By: J. Edwards Project Number: o' ~ Dale: 9/15/2008 97191 Coovnol11 Kla111felder 2006 BORING LOG LEGEND Marathon Compressor Station Garfield County, Colorado ---~---·· Date Started: 9/1112008 Location: Groundwater (ft}: B-2, See boring location plan Date Completed: 9/1112008 No Groundwater Encountered Drilling Company: Geo Search Equipment: Track Mounted CME 55 Logged By: N. Pilcher Hole Diameter (in): Hammer Type: Solid Flight Auger Total Depth (ft): 29.2 4 Ofilling Method: Automatic DESCRIPTION Appx. Surface Elevation (ft): 8054.00 Surface condition: Grasses and Shrubs CLAY: with gravel-size bedrock I fragments, stiff, moist, brown to gray I I I I I I I Interbedded SILTSTONE and I MARLSTONE: sandy with occasional I sandstone lenses, weathered upper 5' I then medium hard to hard, slightly I moist to moist. brown to gray I I CAL 24 " I 18.0 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I " CAL " 9B I 13.5 34 12 I 14 I I I I I I I I I I I I I I • 30 Boring Terminated at 29.2 ft. Q ~ ~ ~ JjL-~----------------L~--_L~L_-~_J_J__L_J __ L_J_ _____ ~ BORING BORING LOG B-2 Drafted By: N. Pilcher Project Number: Marathon Compressor Station g~o~a~tB~e~p~te~m~b~e~r~15~·~20~0~8~------~9~7~19~1~ ____ _J _____________ G_a_n_l_e_ld __ c_o_u_n_ty_,_c_o_l_o_ra_d_o ____________ _L~s~':••:•~t~o~f~1_J ----·----- Location: Groundwater (ft): Drilling Company: Hole Diameter (in): Hammer Type: 8-4. See boring location plan No Groundwater Encountered Geo Search Equipment: 4 Drilling Method: Automatic DESCRIPTION Apple Surface Elevation (f1): 8064.00 surface Condilion: Grasses and Shrubs CLAY: with gravel size bedrock. fragments, sliff. moist, brown to gray Interbedded SILTSTONE and MARLSTONE: sandy with occasional flne.gralned sandstone lenses, hard lo very hard, slightly moist, brown to dark gray Drafted By: N. Pilcher Project Number: Datiieptember 15,2008 97191 Date Started: _9:<e/_e10"'12,._,0"0008 _____ _ Date Completed: ~9"'/'-'10'C/2"0"0008 _____ _ Track Mounted CME 55 Logged By: ~Nc:;·c.cP_,il:::chcoe::.r _____ _ Solid Flight Auger Total Depth (ft): 39.3 I I I I I I I I I I I I I I ., 91 I I 17.9 I I I I I I I I I I I I I I 100 19.0 BORING LOG Marathon Compressor Station Garfield County, Colorado I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BORING 8-4 Sheet 1 of 2 ------· -------"·---- ~ iii ~ ~ z 0 ~ ~ ~ Location: B·5, See boring location plan Groundwalei (ft): No Groundwater Encounteced Drilling Company: Geo Search Equipment: Hole Diameter (in): 6 Drilling Method: Hammer Type: Automatic Drafted By: J. DESCRIPTION Appx. Surface Elevation {ft): 8074.00 Surface Condition: Grasses and Shrubs CLAY: sandy with gravet~size bedrock fragments. medium dense. slightly moist, brown Uinta Formation interbedded SILTSTONE and MARLS TONE with occasional fine-grained SANDSTONE lenses, slighlly weathered to very weathered, slightly fractured to very fractured. thinly bedded to laminated iron staining tense very weathered to clay very fractured zone very fractured zone Iron staining on fractures throughout five fool core run very fractured zone very fractured throughOut five foot core run very fractured zone very fractured zone CNFELOER ~ )t,~M'eop'• ~·~M5o/u!r<J(lf. Edwards Project Number: Oati!leptember 16. 2008 97191 Date Started: Date Completed: Track Mounted CME 55 Logged By: Hollow Stem Auger Totat Depth (ft): t I I I I 117 I 12.1 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 110 14.5 BORING LOG Marathon Compressor Station Garfield County, Colorado 9/12/2008 9/15/2008 N. Pilcher 50.0 Recovery= 84% ROD= 28% Recovery = 34% ROD= 0% UCS = 2B8,600 psf Recovery "' 94% RQD = 23% Recovery = 60% ROD =0% Recovery = 86% ROD" 17% ucs = B-5 Sheel1 of 2 location: Groundwater (ft): Drilling Company: Hole Diameter (in): Hammer Type: B-6, See boring location plan No Groundwater Encountered Geo Search Equipment: 4 Drilling Method: Automatic DESCRIPTION Appx. Surface Elevation (ft}: 8071.00 Surface Condition: Grasses and Shrubs CLAY: with gravel-size bedrock fragments. very stiff. moisl. brown to gray Interbedded SJL TSTONE and MARLSTONE: with sandy to very sandy lenses, hard to vefy hard, slightly moist to moist, brown to gray Drafted By: N. Pilcher Project Number: DatBeptember 15,2008 97191 Track Mounted CME 55 Solid Flight Auger Date Slarted: Dale Completed: Logged By: Total Depth (ft): I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 89 1 20.6 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I 32 1 3 I I I I I I I I BORING LOG Marathon Compressor Station Garfield County, Colorado 9/10/2006 9/10/2006 N. Pilcher 49.1 31 BORING B-6 Sheet1 of 2 Location: Groundwater (ft): Drilling Company: Hole Diameter (in); Hammer Type: B-7, See boring location plan No Groundwater Encountered Geo Search Equipment: 4 Drilling Method: Automatic DESCRIPTION Appx. Surface Elevation (ft): 8071.00 Surface Condition: Grasses and Shrubs CLAY: with gravel-size bedrock fragments, very stiff, moist. light brown to brown and gray fnte1bedded SILTSTONE and MARLSTONE: Wilh sandy lenses. weathered to very ha1d, slightly moist, gray lo brown gray Drafted By: N. Pilcher Project Number: Dai.Seplember 15,2006 97191 Date Started: _9,_1_,10"'12"'0'-"0"8 ______ _ Dale Completed: _,9::_11:.:0:.:12:.:0"08.._ ____ _ Track Mounted CME 55 Logged Sy: cNc::..:· Pc.:i::lc:::h:::•rc_ ____ _ Solid Flight Auger 12 ,. 50/3 Total Depth (ft): 49.0 CAL CAL 171 I I I I I I I 15.7 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I BORING LOG Marathon Compressor Station Garfield County, Colorado 21 2 BORING B-7 Sheet! of 2 ~~~~~----~~~-··~~~~ location: Groundwater (ft): Drilling Company: Hole Diameter (in): Hammer Type: B-8. See boring location ~lan No Groundwater Encountered Geo Search Equipment: 4 Drilling Method; Automatic DESCRIPTION Appx. Surface Elevation (ft): 8053.00 Surtace Condition: Grasses and Shrubs CLAY; wilh gravei·Sile bedrock fragments, medium to very stiff. moist. tan Interbedded SILTSTONE and MARLSTONE: sandy, hard to very hard. moist. gray and brown 30 Boring Terminated at 29.1 ft. Track Mounted CME 55 Solid Flight Auger 3 CAL ' S0/5 CAL 102 Date Started: Dale Completed: logged By: Total Depth (fl): 79 17.6 "' 9 I I I I 97 19.7 9/9/2008 9/9/2008 N. Pilcher 29.1 I I I I I I I I I I I I I I I I I I I I I I 9 I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I I ~~··--·- ~~ £i • Ot- UCS = 4800 psf WSS= 0.001% pH= 8.7 Res= 3100 J5L---~------------------------~-L----~--L-----L---L_~ __ _L __ L__L __ L_ __________ ~ Drafted By: N. Pilcher Project Number: 15, 2008 97191 BORING LOG Marathon Compressor Station Garfield County, Colorado BORING B-8 Sheet 1 of 1 LocaliOil: Groundwater (ft}: Drilling Company: Hole Diameter (in): Hammer Type: 30 8·10, See boring location plan No Groundwater Encountered Geo Search Equipment: 4 Drilling Method: Aotomatic DESCRIPTION Appx. Surface Elevation (ft): 8056.00 Surface Condition: Grasses and Shrubs ClAY: with gravel-size bedrock fragments, stiff to hard, moist. brown Interbedded SILTSTONE a11d MARLSTONE: slightly sandy with sandy lenses, medium hard to very hard, slightly moist. gray to brown. Iron staining at 19' Boring Terminated at 29.0 tt. Date Started: ~9:::cl.:_11e;/2000:::0:e_B _____ _ Date Completed: ~9"-/.:_t le;l2;,0:::0:e_B _____ _ Track Mounted CME 55 logged By: ~Nc;·_;_P_::ilc:cCh.:::e:-..r ------ Solid Flight Auger 50/0 Total Depth (ft): I I I I I I I I I I I I I I I I I I I I I I I 85 J 26.9 I I I I I I I 106 17.7 JsL-~L---------------------~Li----L-~ ____ _L __ L_~ __ L__L~--~---------4 Drafted By: N. Pilcher Datl!leptember 15. 2008 Project Number: 97191 BORING LOG Marathon Compressor Station Garfield County, Colorado 8-10 Sheet1 of 1 ------------ location: B-12, See boring location plan Groundwater (ft): No Groundwater Encountered Drilling Company: Geo Searctt Equipment Hole Diameter (in}: 4 Drilling Method: Hammer Type: Automatic DESCRIPTION I 8' _, Appx. Surface ElevaUon (ft): 8036.00 Surface Condition: Grasses and Shrubs CLAY: with extensive gravel-sized bedrock fragments, stiff to very stiff, moist. light brown. tao to brown and gray Interbedded SILTSTONE and MARLSTONE: slightly sandy to sandy, very hard, slightly moist. gray and bre~wn at25.5 ft. )0 Drafted By: N. Pilcher Project Number: Dataeptember 15.2008 97191 Date Started: Date Completed: Track Mounted CME 55 Logged By: Solid Flight Auger 5 9 Total Depth (fl): I I I I I I I I I I I I CAL I I I I I I I I I I I I I I I I I I 14 " I 18.7 I I I I I I I I I I I I I I I CAL I I I I I I I I I I I I I I I I 87 I 16.6 I I I I I I I I I I I I I I I 256 I I I I BORING LOG Marathon Compressor Station Garfield County, Colorado 91912008 91912008 N. Pilcher 25.5 I I 37 I 2 I I I I I I I I I BORING B-12 Sheet 1 of 1 localiorl: Groundwater (ft): Drilling Company: Hole Diameter (in): Hammer Type: 9·14. See boring location plan No Groundwater Encountered Geo Search Equipment: 4 Drilling Method; Automatic DESCRIPTION Appx. Surface Elevation (ft}: 8034.00 Surtace Condition: Grasses and ShruM CLAY: with gravel size bedrock fragments, very stiff, moist. brown with gray Interbedded SILTSTONE and MARLSTONE: slightly sandy, medium hard to very hard. moist to moist, gmy and brown Boring Refusal at 25.0 ft. z 30 0 ~ z 35 0 I ~ ~ c,NFEI..OER ~ ~ ~ lllfgilll'fD,r>it.Rti1/IIJOMi{)(l~ • 0 < Drafted By: N. Pilcher Project Number: • :j ~ t5, 2008 0 97t91 ----·----· Date Started: _.:9o_l9:ei,-20,o,.e _____ _ Date Completed: -'9ecl9'!!.1"'20"0"'8 _____ _ Track Mounted CME 55 Logged By: _.:Nc::·ccP_.i:-:lc:-che,r _____ _ Solid Flight Auger 50/2 43 CAL 25S Total Depth {ft): " \8.6 I I I I I I I I I I I I I I 38 I 7 I I I I I I I I I I I I I I I I I I I I I I I I I I BORING LOG Marathon Compressor Station Garfield County, Colorado 25.0 B-14 Sheet 1 of 1 ~--~-~--·~ --- Date Started: 91812008 Date Completed: 91812008 B·16, See boring location plan Location: Groundwater (ft): No Groundwater Encountered Drilling Company: Gao Search Equipment: Track Mounted CME 55 Logged By: N. Pilcher Hole Diameter (in): 4 Drilling Method: Solid Flight Auger Hammer Type: Automatic Total Depth {ft): 17.0 DE:SCRIPTION I Appx. Surface Elevation {ft): 8035.00 :;: ~I Surface Conditlon: Grasses and Shrubs :.::ll ~I gt CLAY: with gravel size-bedrock I fragments, medium to very stiff, moist. I brown to motued brown, bedrock I fragments from 4 to 14 feet I I I 91 I 13.2 I Exp. =0% I I I I I I 101 I I 21.0 UCS = 4800 psf I I I I I I I Interbedded SILTSTONE and 5010 I MARLSTONE: very hard, slightly I moist. brown I Boring Refusal at 17.0 I I I 20 I I I I I I I I 25 I I I I I I I I I 30 I I I I I I I I 35 ~NFC:LDC:R BORING LOG ~ 8•'JihiJ14o9111t-~ogMS<IM"'/IJ 8-16 N. Pilcher Project Number: Marathon Compressor Station 15,2008 97191 Garfield County, Colorado Sheel1 of 1 --··------- Date Started: 9/8/2008 Location: 8·18, See boring location plan Grou11dwater (ft): No Groundwater Encountered Dale Completed: 9/8/2008 Drilling Company: Geo Search Equipment Track Mounted CME 55 Logged By: N. Pilcher Hole Diameter (in): 4 Drilling MethOd: Solid Flight Auger Hammer Type: Automatic Total Depth (ft): 3.0 FIELD 'KT DESCRIPTION I I I I ~ ~ I I • 8' ~~ :!i s' .~ §: • i I _, b:§ " did ~ Appx. Surface Elevation (ft): 8017.00 o!'l ~ ~I .E Surface Condition: Grasses and Shrubs oc K lii 5fiH jl o-u ~ ~~ ~ E e ~ "' -· !0~ (f) SHALE: very hard. slightly moist gray to I I tan I I - ~8015 I I -I I I I - Boring Refusal at 3.0 ft. I I I I - 5 I I -I I I I - I -8010 I - I I - I I I I - I I 10 I I - I I - I I -8005 I I - I I I I - I I - I I 15 I I - I I I I - ~8000 I I -I I I I I I - I I I I I - 20 I I - I I I I - I I -7995 I I - I I - ! I I I - 25 I I - I - i I ~7990 I - I I - I - I 30 I - I I I - g ~7985 I I - I I ~ ~ I I - w ~ I I ~ • : : : 0 0 35 z 0 " c RO~I"lG ~ ~NFELOER , ~ BORING LOG ~ ~8Tiv/l1Ptoplo.!tigio!:$ai<Jt<on!, B-18 Q Drafted By: N. Pilcher Project Number: Marathon Compressor Station ~ ~ Datii£eptember 15, 2008 97191 Garfield County, Colorado Sheet 1 ol 1 -.. ~-·- ----···---· DESCRIPTION Uinta Formation lnterbeddecl SILTSTONE and MARLS TONE with occasional I ROO"' 2a% fine-grained SANDSTONE lenses, I UCS "'98,900 psf slightly weathered to very weathered. I slightly fractured to very rractured, thinly I bedded to tamlnated(continved) I I sandy and friable I I Recovery "' 67% I I RQD = 0% I sandy and ftiable throughout sample I (non-cemented), easier drilling I I I I harder drilling I Recovery = 45% I RQO,O% I Boring Refusal at 47.0 ft. I I I I I I I I 50 I I I I I I I I I I I I I I I I ;s I I I I I I I I I I I I I I I I 60 I I I I I I I I I I I I I I I I I I 65 I I \OJ I 17.3 I I I I I 8 I I ~ I I ~ I I I I ~ " 70 I I 0 I I I I I I I I I I I I I I 15 c,NrELOER BORING ~ BORING LOG ~ ~ a<t~~/'.aprt.~"""'Soi~-B-19 Edwards Project Number: Marathon Compressor Station 97191 Garfield County, Colorado Sheel2 of 2: ~ z 0 f- <( > w ..J w B-3 B-11 B-/J B-14 B-15 B-16 B-1 B-17 B-Ill El. 81137* El. 81136* El. /W25* £/. 8034* £1. 111133* £1. 8/135* £/. 8015* EL 80111* I:."l. 81117* ,'i.(J'I! ,....:.:'-'---'------'--'------''------'--------------------------------------, '.fl-u \1150 \fl.'tl Pro d Site Elevation = 8045' ,\'.fj..j(J \II..J/1 \1130 .\03/1 (16) (5010) (50/0, (17} I .'i.IJ J (J (50!9) '\.11}11 ,'I'.(}(J(}r-----------------------------------------------------------1·\JIIIfJ PROFILE OF BORING LOGS PROJECT NAME: Marathon Compressor Station CLIENT: Enterprise Products PROJECT NUMBER: 97191 LEGEND 12 N-vaiUe (SPT sampler Olows per fOVIJ (27 1 Cailfornta.type sampler olcms per foot ":::. z 0 ;:: <( > w ..J w ------------ APPENDIX C Laboratory Test Results --------- US SIEVE OPENING IN INCHES I U.S. SIEVE NUMBERS I HYDROMETER 6 4 3 '" 1 3/4 112 318 3 4 6 610 14 16 20 30 40 50 60 100140200 100 I I I I I I I I 95 90 85 80 75 70 .... 65 :c ~ 60 w ;;: fa 55 ffi 50 ;!: u. 1-45 z w ~ 40 UJ CL 35 30 25 20 15 '-., : 10 "-._ 5 0 100 10 1 0.1 om 0.001 GRAIN SIZE IN MILLIMETERS COBBLES l GRAVEL I SAND I SILT OR CLAY coarse I fine I coarse I medium I rine I Specimen Identification Classification LL PL PI Cc Cu B-7 at a depth of 4ft Sandy Gravel (bedrock fragments) 1.85 8.43 0100 060 030 010 %Gravel %Sand %Silt %Clay 25.4 15.051 7.048 1.785 79.4 18.6 2.0 611 Corporate Circle, Ste. c GRAIN SIZE DISTRIBUTION ~INF'E/...DER Golden, Colorado 80401 Project: Marathon Compressor Station Figure PI303·Z37·6601 '"9"tl't-orJ•• ~•r/ltS<>M•m<. fi303·Z37-G602: Location: Garfield County, Colorado ~ klelnfelder.com Number: 97191 C-2 US. SIEVE OPENING IN INCHES I U S. SIEVE NUMBERS I HYDRpMETER 6 4 3 2 1 l/4 112 318 J 4 6 810 1416 20 30 40 50 60 100 140 200 100 I I I I I I I I I 95 90 85 so 75 ' 70 1-65 [\ " Q 60 w \ ?: fa 55 ' " ~50 iL 1-45 z w l;! 40 w a. 35 30 25 1\ ~ 20 1\ 15 • to : 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS I COBBLES : GRAVEL I SAND I SILT OR CLAY I coarse fine I coarse medium I fine I Specimen Identification Classification LL PL PI Cc Cu B-12 at a depth of 19ft. Gravel (bedrock fragments) 0.89 20.90 D100 D60 D30 D10 %Gravel %Sand %Silt I %Clay 37.5 16.017 3.301 0.767 63.1 34.6 2.3 611 Corporate Circle, Ste. C GRAIN SIZE DISTRIBUTION CINFELDER Golden, Colorado 80401 pf303·237·6601 Project: Marathon Compressor Station Figure Ito~ I PO<>pio.lt•9~f Solot!oOM fl303·237·6602 Location: Garfield County, Colorado ~ kleinfelder.com Number: 97191 C-4 -~~~----~ U.S. SIEVE OPENING IN INCHES I U.S. SIEVE NUM~ERS I HYDROMETER 6 4 , 2 L..5 1 3/4 112 318 ' 6 610 14 16 20 30 40 50 60 100 140 200 100 I ,. ~ I' I I I I I 95 90 85 80 -.. ~ 75 ._ 70 ~" 65 .... ~ J: S2 60 w ::: ,.. 55 "' ffi 50 z u: 1-45 z w ~ 40 w ._ 35 30 25 20 15 10 5 0 100 10 1 0.1 0.01 0.001 GRAIN SIZE IN MILLIMETERS COBBLES i GRAVEL I SAND I SILT OR CLAY coarse I fine I coarse medium I fine I Specimen Identification Classification LL PL PI Cc Cu B 8 91115-17 at a depth ofO ft. Clay with Gravel-Size Bedrock Fragments 39 24 15 0100 060 030 010 %Gravel %Sand %Silt %Clay 37.5 0.122 18.3 25.4 56.3 611 Corporate Circle, Ste. C GRAIN SIZE DISTRIBUTION ~NF'~LD~R Golden, Colorado 80401 PIJOJ-2.37-6601 Project: Marathon Compressor Station Figure ''•91>• ft<:J{h ~·g~! 5</!V(i<>IU fl303-2.37-6602 Location: Garfield County, Colorado "'="" klelnfelder.com Number: 97191 C-6 , .. --------· --------------------------··--···--------····---- I II -I ~ ""' ~ -2 \ .) 1\ \ -4 \ c .j >--z w :!! uJ -6 --' s "' .) ::J --' w ;;: "' -H -9 -10 ·II -12 -13 -14 11.1 I 10 100 • STRESS (ksQ Location: B-16 Soil Type: Clay With Gravel Sized Bedrock Fragments Depth; 4.0 feet Moisture Content= 13.2 %~ Water Added al1.000.000 psi Dry Unit Weight = 90.7 pel Volume Change at Wetting = 0.0 % ~ ~NF'"LD'"R SWELL/SETTLEMENT Figure 41'9~' l'f<lp,., Rrgl>t SQ!<Jr:J<>tO< TEST "'=' Drafted By: N. Pilcher Project Number: Marathon Compressor Station C-8 Date: October, 2008 97191 Garfield County, Colorado --·--~· ·---·~-- 115 110 '1l 0. ~ Cii z 105 w 0 ,.. a: 0 100 95 90 Drafted By: Date: . . i . . . . . . ' . . ' . . ... . . . ' . . . . October. 2008 ... , ...... , . ·····,·· Project Number: 97191 Source of Material Description of Material 88, 9, 11, 15-17 (composite) Clay with Gravel-Size Bedrock Fragments Test Method Lab Number ASTM 0698 Method c TEST RESULTS Maximum Dry Density 95.3 PCF Optimum Water Content 19.8% ATTERBERG LIMITS LL PL PI -200 39 24 15 56 Curves of 100% Saturation for Specific Gravity Equallo: WATER CONTENT.% MOISTURE-DENSITY RELATIONSHIP Marathon Compressor Station Garfield County, Colorado 2.80 2.70 2.60 Figure C-10 TABLE C-1 SUMMARY OF lABORATORY TEST RESULTS T NO. 97191 DESCRIPTION a.; ' · '" , so ! ' 1--~.,--+-, ' ,,;· ;-·,c:c-i---i-1--·,: .... ' I ; i 3-2 ,, ., , ,. : " ! " ' : ; 3< 7 , I _ 3·' ' ., " i I '·' " ·c-,:.:.......;._-+-· . --;· ---· ,_ .. _____ . I_____:;:. -276 .. ~ .. _______ ·-----------------------------'----c-----·-S·_:~·--oA_,_.,~,:_v,_·_~:o_~:'. ----j => . .-; !l i '7 s S7 ' 'S.::s:c~c 2·:: va·s:o•o-:~~,3::;_--=--:,. :~ ___ -_' ... -_-----~-;_~_~----~---~~---~~~ .·~ .. _-___ -_-~_(_--_-_::-_._~_ -. ------------------_--_-__ ·_·· __ --_--___ --_·_·_·_· __ -__ ·_ --'--+-----.,.,.=-=----~~-:=~c~-~ ~~-·;::_--~~~=~--~ 1 _ _ _ ~-__ ---~------~--~8~.6:~ .... :~-:~s~,.-~ <>~.:: ~~~~:. _______ _ J<: -.-.o;. • ••:: ·--------···· '777::::: -~-..:_~::·~a.:_::_:'~ .. --.. ~-€ "i2-, --2'::6······ --89-~----· -•. 3' J;> S·:~:o·~ij·CV~"'s:o·e : I --c·---'·------'-----·--------- '·' :· .-: ; ·-s7 I 7s :;; : ·::;-.,,e ""'~;:-:;:;-<'•.;;-.-e-:5 1---::-_ . , .. --; ' ... '·--· ·-·-·--------.. ------·-1--= '~--''c_'::::' .... c . _ '76 i --791----;-----.. s ____ :_J _________________ .... _....,;. __ ·----------..:.~~~c w1~-~··2;;-e..,:s f--~~--~.-:.·_-,9 -~ .. ::.? .... 1 97 :>·:0 '81!. ! -~--!·-······ -~-9 ' 2.:. -•; ~ --~ i _________ ,. 1 ~3-9 i " ' :· --•. , ..., ,.---. ;,;;··-, " . i -·-. _3·_'~. ' ·s · ·n I •08 : ,_-': a.;: < i 2« ! ; 6< I 26 ! . ....':'.' " r "s "" I I i : i ....':'.' ''"' "! I 3-:2 , : "' , : " " . , ; ; I j 'i .. : ~=" • ! "' " ' ! I I I : 6·'3 " ! 293 i 87 ! I ' i 3-" S : "' !. 89 I ' •. _ ~=-·' , I "' " : . ~ -; ;, I 7 : I c ! i : ' -rs: ;;;;.,-~ ;;~ ; ;c.•y w:c 8-,~ 3-:o i ' '" I s·. ! ' : I ; I .. 3-:s I s ! '" ' '" I I ! I I i : APPENDIX D Stability Analysis Johnson-Carte r Ar c h itect s , P .C . 136 East Third Street, Su ite B Rifle, CO 81650 (970) 625 -0580 Plan ana lysis based on t he 2003 International Building Code Project Nu mber : 090 1B -2 Date : January 29 , 2009 Project Nam e : Jack Rabbit Batch Plant Address : Garfield Cou n ty Contractor : Occupa ncy : F-2 Arc h i te ct : Construction: V-B Engineer : Repo rt By : PVCM Inc. Jeff Johnson 2 0 03 International NOTE : The code i tems l isted in this report are not intended to be a comple t e l i sting of all p ossibl e code requi r emen ts in the 2003 I BC . It i s a guide to se l ected sections of t h e code. Building Repo r t created using Plan Ana lys t so ftware by IHS Global 800 -854 -7179 FRONTAGE INCREASE : Perimet er of t he entire building = 1002 fee t. Perimeter which fron t s a p u bl i c wa y or accessible open space Min imum width of public wa y or accessible open space = 25 Allowable area increased 62 .5% f or frontage inc rease . Sec . 506 .2 1002 feet. F L NAME occ MAX FLR AR EA ALL OWED RATIO STATUS 1 Man ufacturi n g Area F -2 ok 60300 2 1 125 2.85 OVER TOTAL FOR FLOOR 6030 0 2 1 1 25 2 .85 OVER WARNING --This floor i s over the a l l owed area . --Sec . 503 .1 and 506 BU ILD I NG TOTAL 6030 0 2 1 1 25 2 .85 OVER --Sec . 503 , 504 , 506 and Table 503 WARNING --Thi s b uilding i s over the allowed area . --Sec. 503 & 506 The a ctual h e ight of thi s b u ilding is 1 08.0 feet. ***** WARNIN G --This building is over the allowed h eight . --Tab le 503 Th e maximum h eight of t hi s building is 40 .0 feet. --Table 503 Please note : Under IBC 2003 Section 503.1.2 Special Industrial Occupancies ; Low Hazard industria l processes are exempt from the height and area limitations of Tabl e 503 Code Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County PROPERTY DESCRIPTION: Page # 2 North Side has a property line. Distance to property line 30.0 East Side has a property line. Distance to property line 30.0 South Side has a property line. Distance to property line 30.0 West Side has building. -To building = 52.0 ,assumed property line 25.0 Exterior wall rating based on distance to assumed property line. --Sec. 704.3 and 702.1 FIRE SEPARATION DISTANCE EXTERIOR WALL FIRE RATINGS AND OPENING PROTECTION Sec. 602, Tables 601 and 602, and Sec. 704 NORTH EAST SOUTH WEST occ BRG NON OPNG% BRG NON OPNG% BRG NON OPNG% BRG NON WALL BRG UP/PR WALL BRG UP/PR WALL BRG UP/PR WALL BRG F-2 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr NL/NL 0-hr 0-hr The exterior walls may be of COMBUSTIBLE material. --Sec. 602.5 Exterior walls are required to be fire-rated for exposure to fire: 1. From Both sides when fire separation is 5 feet or less. OPNG% UP/PR NL/NL 2. On the interior side only when separation is greater than 5 feet. Sec. 704.5 up/pr =Maximum percent of openings in the exterior wall. Table 704.8 up -The maximum percent if all openings are unprotected. pr -The maximum percent if all openings are protected. If some are protected and some are not, then use formula in Sec. 704.8 Openings in 1hr walls are required to be protected with 3/4 hour assemblies. --Sec. 704.12 and Sec. 715.4 Openings in walls required to be greater than 1hr are required protected with 1 1/2 hour assemblies. --Sec. 715.4 NL No fire protection requirements for openings. NP Openings are not permitted in this wall. Note: Unlimited unprotected openings are allowed in walls not required * to fire-resistant. --Table 704.8, Note: g. These walls may be required to have a parapet wall 30 inches above the roofing. The parapet wall is required to have the same fire rating as the wall and shall have noncombustible faces for the uppermost 18 inches. --Sec. 704.11 Exception 1: A parapet wall is not required when the wall is not required to be fire-resistive. Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County ELEMENT FIRE RESISTANCE RATINGS MATERIAL Structural Frame Interior Bearing wall Interior nonbrg wall Floor/Ceiling Assembly Roof/Ceiling Assembly Stairs NOTES: Any Any Any Any Any Any Page # 3 FOR BUILDING ELEMENTS --Table 601 RATING NOTES 0 hour 0 hour 0 hour 0 hour 0 hour None PENETRATIONS OF FIRE RESISTIVE ASSEMBLIES --Sec. 712 WALLS ASSEMBLIES --Sec. 712.3 Through penetrations of walls: 1. Penetrations shall be installed as tested in the fire resistance rated assembly. --Sec. 712.3.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating of not less than the required rating of the wall penetrated. --Sec. 712.3.1.2 Exception: Where penetrating items are steel, ferrous or copper pipes or steel conduits, the annular space between the and the penetrating item and the fire resistance rated wall shall be permitted to be protected as follows: 1. In concrete or masonry walls where the penetrating item is a maximum of 6 inches nominal diameter and the openings is a maximum 144 square inches, concrete, grout or mortar shall be permitted. 2. The material used to fill the annular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Membrane penetrations of walls: The requirements are the same as for through penetrations. --Sec. 712.3.2 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County Page # 4 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES --Sec. 712.4 Through penetrations of fire-resistive horizontal assemblies: 1. Through penetrations shall be installed as tested in an approved fire resistance rated assembly. --Sec. 712.4.1.1 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than 1 hour but not less than the required rating of the floor penetrated. --Sec. 712.4.1.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire -assemblies. Membrane penetrations of fire-resistive horizontal assemblies: The requirements are the same as for through penetrations. --Sec. 712.4.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 144 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies. 3. Sprinklers with metal escutcheon plates. DUCTS AND AIR TRANSFER OPENINGS --Sec. 716 Dampers shall be accessible for inspection and servicing. 716.4 Where required. --Sec. 716.5 1. Fire walls. --Sec. 716.5.1 2. Fire barriers --Sec. 716.5.2 See exceptions 3. Shaft enclosures --Sec. 716.5.3 See exceptions 4. Fire partitions --Sec. 715.5.4 See exceptions 5. Smoke barriers --Sec. 715.5.5 (smoke damper} See exceptions Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County DRAFTSTOPPING: Page # 5 If there is combustible construction in the roof/ceiling assembly, draftstopping shall be installed so that the area of concealed space does not exceed 3,000 square feet. --Sec. 717.4.3 Opening in the partitions shall be protected by self-closing doors with automatic latches constructed as required for the partitions. --Sec. 717.4.1.1 OCCUPANCY SEPARATIONS Sec. 302.3.2 and Table 302.3.2 No occupancy separations required. SEPARATION OF INCIDENTAL USE AREAS --Table 302.1.1 Furnace rooms where any piece of equipment is over 400,000 BTU per hour input --1 hour Rooms with any boiler over 15 psi and 10 horsepower --1 hour Refrigerant machinery rooms --1 hour Incinerator rooms --2 hours NOTE: An automatic sprinkler system is required Storage rooms over 100 square feet --1 hour Note: This list covers only the most common uses. See Table 302.1.1 for a complete list. EXIT REQUIREMENTS: FL NAME NUMB MIN MIN OCC EXITS WIDTH PANIC CORRIDOR DOOR NOTES HDWR RATING SWING 1 Manufacturing Area TOTAL FOR FLOOR FOOTNOTES: 302 302 2 2 60.4 60.4 No No N/A N/A Out 1 Out 1. Two exits are required from this area since the occupant load exceeds allowable in Table 1014.1 NOTES FOR EXIT TABLE Door swing is based on Section 1008.1.2 Occupant load is based on Section 1004 and Table 1004.1.2 Exit width is in inches and based on Section 1005.1 & Table 1005.1 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. For the minimum width of doors, see Section 1008.1.1. For the minimum width of corridors, see Section 1016.2. For the minimum width of stairways, see Section 1009.1. Exits shall be continuous from the point of entry into the exit to the exit discharge. --Sec. 1003.6 Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County EXIT SEPARATION Page # 6 In areas where 2 exits are required, the minimum separation is 1/2 of the maximum diagonal of the area or floor measured in a straight line between exits or exit access doorways.--Sec. 1014.2.1 Multiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 percent. --Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shall be placed where the exit or the path of egress travel is not immediately visible. No point to be more than 100 feet from an exit sign. --Sec. 1011.1 Exception 1: Exit signs are not required in rooms or areas which require only one exit. Exception 2: Main exterior exit doors which obviously and clearly are identifiable as exits need not be signed when approved. Exit signs shall be internally or externally illuminated. --Sec. 1011.2 Exit sign shall be illuminated at all times including during loss of primary power. --Sec. 1011.4 & Sec. 1011.5.3 BOLT LOCKS: Manually operated flush bolts and surface bolts are not permitted. --Sec. 1008.1.8.4 Exception 2: Where a pair of doors serves a storage or equipment room, manually operated edge-or surface-mounted bolts are permitted on the inactive leaf. LOCKS AND LATCHES: Egress doors shall be readily openable from the egress side without the use of a key or any special knowledge or effort. --Sec. 1008.1.8 Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 2: The main door or doors in Group B, F, M and S areas are permitted to be equipped with key operating locking devices from the egress side provided: 2.1 The locking device is readily distinguishable as locked. 2.2 A readily visible durable sign is posted on the egress side stating: THIS DOOR TO REMAIN UNLOCKED WHEN BUILDING IS OCCUPIED Exception 3: Where egress doors are used in pairs, automatic flush bolts shall be permitted to be used, provided the door leaf having the automatic flush bolts has no doorknob or surface-mounted hardware. Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County ADDITIONAL DOORS: Page # 7 Where additional doors are provided for egress purposes, they shall conform to the requirements in Section 1008.1 LANDINGS AT DOORS: 1. There shall be a floor or landing on each side of a door. --Sec. 1008.1.4 2. Such floor or landing shall be at the same elevation on each side of the door. --Sec. 1008.1.4 3. The floor or landing shall not be more than 1/2 inch lower than the threshold. --Sec. 1008.1.6 4. Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. --Sec. 1008.1.5 5. The space between two doors in series shall be 48 inches plus the width of door swinging into the space. --Sec. 1008.1.7 Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County PRESSURIZED ENCLOSURE: Page # 8 1. When there is a floor used for human occupancy located more than 75 feet above the lowest level of fire department vehicle access, each of the exits hall be a smoke proof enclosure or pressurized stairway. --Sec. 1019.1.8 2. Access to the stairway shall be made by way of a vestibule or by way of an open exterior balcony. --Sec. 1019.1.8.2 Exception: Access is not required by way of a vestibule or exterior balcony for stairways using the pressurization alternative complying with Section 909.20.5 The minimum dimension of the vestibule shall not be less than the required width of the corridor leading to the vestibule and shall not have a length less than 72 inches in the direction of egress travel. --Sec. 909.20.1 The smoke proof enclosure shall be separated from the remainder of the building by not less than a 2-hour fire resistant rated fire barrier. --Sec. 909.20.2 3. A smokeproof enclosure shall exit into a public way or into an exit passageway, yard, or open space having direct access to a public way. --Sec. 1019.1.8.1 If an exit passageway is used, it shall be without other openings and shall be separated form the rest of the building by two hour fire resistant construction. --Sec. 1019.1.8.1 Exception 1: A passageway serving a smokeproof enclosure are permitted where the exit passageway is protected and pressurized in the same manner as the smokeproof enclosure. Exception 2: A passageway serving a pressurized stairway are permitted where the exit passageway is protected and pressurized in the same manner as the pressurized stairway. EXIT ACCESS TRAVEL DISTANCE: The maximum travel distance in Group F2 is 300 feet. --Table 1015.1 Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County BUILDING ACCESSIBILITY Page # 9 1. In addition to accessible entrances required by Sections 1105.1.1 through 1105.1.6, at least 50 percent of all public entrances shall be accessible. --Sec. 1105.1 2. At least one accessible entrance shall be provided to each tenant, dwelling unit and sleeping unit in a facility. --Sec. 1105.1.6 3. Where parking is provided, accessible parking spaces hall be provided in compliance with Table 1106.1 --Sec. 1106.1 4. At least one accessible route shall connect each accessible level. --Sec. 1104.4 See exceptions. 5. Accessible routes shall coincide with or be located in the same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. --Sec. 1104.5 6. On floors where drinking fountains are provided, at least 50 percent, but not less than one fountain shall be accessible. --Sec. 1109.5 ROOFING REQUIREMENTS: 1. The roofing on this building is required to be Class C. --Table 1505.1 AUTOMATIC SPRINKLER SYSTEMS --Sec. 903 If openings are not provided in each 50 feet on at least one exterior wall or there is floor area more than 75 feet from an exterior opening, an automatic sprinkler system is required. --Sec. 903.2.10.1 Openings shall have a minimum dimension of 30 inches. There must be at least 20 sq.ft. of opening in every 50 lineal feet of wall or fraction thereof. --Sec. 903.2.10.1 STANDPIPE AND HOSE SYSTEMS --Sec. 905 Class III standpipe systems shall be installed throughout buildings where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access. --Sec. 905.3.1 See sections 905.4 and 905.6 for required locations. See section 905.7 for cabinet requirements. Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County LIGHT AND VENTILATION Page # 10 1. Every space intended for human occupancy shall be provided with natural light. The minimum net glazed area shall not be less than 8% of the floor area. --Sec. 1205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjoining room where one half of the area of the common wall is open and unobstructed and provided not less than one tenth of the floor area or 25 square feet, whichever is greater. --Sec. 1205.2.1 Artificial light shall be provided that is adequate to provide an average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. --Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. --Sec. 1203.4 The minimum openable area to the outdoors shall be 4 percent of the floor area. --Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adjoining room where unobstructed openings are provided that have an area not less than 8% of the floor area of the interior room but no less than 25 square feet. --Sec. 1202.3.1.1 When openings are below grade, clear space measured perpendicular to the opening shall be one and one half times the depth of the opening. --Sec. 1203.4.1.2 3. Rooms containing bathtubs, showers, spas and similar bathing fixtures shall be mechanically ventilated. --Sec. 1203.4.2.1 CEILING HEIGHTS: Occupiable spaces, habitable spaces and corridors shall have a ceiling height of not less than 7 feet 6 inches. Bathrooms, toilet rooms, kitchens, storage rooms and laundry rooms shall be permitted to have a ceiling height of not less than 7 feet. --Sec. 1208.2 Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County WALL AND CEILING FINISH: Page # 11 1. Wall and ceiling finish materials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall have Class A flame spread index and shall be protected by automatic sprinklers or meet the criteria in Section 803.6.1.1 or 803.6.1.2. --Sec. 803.6.1 3. Carpet and similar textile materials used as a ceiling shall have a Class A flame spread index and be protected by automatic sprinklers. --Sec. 803.6.2 4. Expanded vinyl wall coverings shall comply with the requirements for textile wall and ceiling materials. --Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 6 inches. --Sec. 1210.1 6. Walls within 2 feet of urinals and water closets shall have a smooth, hard nonabsorbent surface, to a height of 4 feet above the floor. --Sec. 1210.2 INSULATION NOTES: 1. Insulating materials shall have a flame-spread rating of no more than 25 and a smoke developed index of not more than 450. --Sec. 719.2 (concealed installation) and Sec. 719.3 (exposed installation) 2. Where such materials are installed in concealed spaces, the flame spread and smoke developed limitations do not apply to facings, coverings and layers of reflective foil that are installed behind and in substantial contact with the unexposed surface of the ceiling, wall or floor finish. --Sec. 719.2.1 Foam plastic insulations are required to be protected. --Sec. 2603 ADDITIONAL REQUIREMENTS: For F-2 occupancy Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County ACCESSIBLE FACILITIES: Page # 12 NOTE: Except as noted, section numbers listed below are from ICC/ANSI Al17.1-1998 WATER FOUNTAINS AND WATER COOLERS: Accessible units must comply with the following: 1. Spout is to be within 36 inches of the floor. --Sec. 602.4 2. Spout arranged for parallel approach shall be located 3 1/2 inches maximum from the front edge. Units with a forward approach shall have the spout 15 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. --Sec. 602.5 3. Spouts shall provide a flow of water 4 inches height minimum. --Sec. 602.6 TOILET FACILITIES: 1. A 60 inch diameter turning space or T-shaped space is required in the toilet room. --Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space for any fixture. 603.2.3 See exception for rooms used for individual use. 2. Water closet shall be mounted adjacent to a side wall or partition. The distance from the side wall or partition to the centerline of the water closet shall be 16 to 18 in. Sec. 604.2 3. When the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side wall, and 56 inches minimum, measured perpendicular to the rear wall. --Sec. 604.3.1 4. When the accessible water closet is in a compartment: Wheelchair accessible compartments shall be 60 inches wide minimum measured perpendicular to the side wall, and 56 inches deep minimum for wall hung water closets and 59 inches deep for floor mounted water closets, measured perpendicular to the rear wall. --Sec. 604.8.1.1 Compartment doors shall not swing into the minimum required compartment area. --Sec. 604.8.1.2 Page # 13 Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County 5. Grab bars shall have a circular cross section with a diameter of 1 1/4 inch minimum and 2 inches maximum, or shall provide equivalent graspability. --Sec. 609.2 The space between the wall and the grab bar shall be 1 1/2 inches. Sec. 609.3 Grab bars shall be mounted in a horizontal position 33 inches minimum and 36 inches maximum above the floor. --Sec. 609.4 a. Side wall grab bars are required to start within 12 inches of the backwall and extend to 54 inches from the back wall. (The minimum length of the bar is 42 in) --Sec. 604.5.1 b. The rear bar shall be 24 in long minimum, centered on the water closet. Where space permits, the bar shall be 36 in long minimum, with the additional length provided on the transfer side. --Sec. 604.5.2 6. The top of the water closet seats shall be 17 to 19 inches above the floor. --Sec. 604.4 7. Accessible urinals shall be of the stall type or wall hung with the rim at 17 inches maximum above the floor. Sec. 605.2 8. Accessible lavatories shall be mounted with the rim 34 inches maximum above the floor. --Sec. 606.3 9. Sinks shall be 6 1/2 inches deep maximum. --Sec. 606.5 10. Water supply and drain pipes under lavatories shall be insulated or otherwise treated to protect against contact. --Sec. 606.6 11. Mirrors shall be mounted with the bottom edge of the reflecting surface 40 inches maximum above the floor. --Sec. 603.3 FIXTURE COUNT TABLE: NAME NUMBER RATIO WATER CLOSETS OCC M/F MALE FEMALE 1st. floor Manufacturing Area 302 50/50 2 2 Ratio ~ 1 per 100 100 TOTAL FOR FLOOR 2 2 BUILDING TOTAL 2 2 LAVS M 2 TUB DRINKING F SHOWER FOUNTAIN 2 0 1 100 100 400 2 2 0 1 2 2 0 1 International Plumbing Code Section 403 and Table 403.1 In each bathroom or toilet room, urinals shall not be substituted for more than 67 percent of the required water closets. --IPC Sec. 419.2 Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County Page # 14 NOTE: The number of fixtures for a floor may not match total number of fixtures per area. The number of fixtures for the building may not match the total for the floors. The number of fixtures for each area and floor are rounded up to the next whole number. Totals are not rounded up until the total is obtained. If the fixtures only serve an area, use number shown for each area. If the fixtures serve an entire floor or building, use number shown for totals. Code review for: Project Id.: Jack Rabbit Batch Plant Address: Garfield County GLAZING REQUIREMENTS Page # 15 All glazing in hazardous locations is required to be of safety glazing material. --Sec. 2406.1 Locations: Sec. 2406.3 1. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door assemblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface. 6. Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. Exception: Panels where there is an intervening wall or other permanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 Exposed bottom edge less than 18 inches above the floor. 7.3 Exposed top edge greater than 36 inches above the floor. 7.4 One or more walking surfaces within 36 inches horizontally of the plane of the glazing. See Exceptions. 8. Glazing in guards and railings regardless of the area or height above a walking surface. 9. Glazing in walls and fences enclosing indoor and outdoor swimming pools, hot tubs and spas where all of the following are present: 9.1 The bottom edges of the glazing on the pool or spa side is less than 60 inches above the walking surface. 9.2 The glazing is within 60 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 36 inches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 60 inches horizontally of the bottom tread of a stairway in any direction when the exposed glass is less than 60 inches above the nose of the tread. See Exceptions.