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Application - Permit
I Garfield County Building & Planning Department 108 8th Street, Suite #401 Glenwood Springs, Co. 81601 Office:970·945·8212 Fax: 970-384-3470 Inspection Line: 970-384-5003 Building Permit No. \ ll Let ____ _ Parcel No: 2123-351-00-120 --------------------------- Locality: Amended Senor Mesa Exemp! .• _Lo_t_3 ________ __ Job Address: 319 CR 138, GWS -------- Use of Building: __________ ___:_Verizon Wireless telecommunication site Owner: Gambell, Thomas ------------ Contractor: ________ S'-'-pectrum Cgn.!'!ructi_on ___________________ _ Fees: Plan Check: $ 63.21 Septic: Bldg Permit: $ 97.25 Other Fees: --------- Total Fees: $ 160.46 Clerk: z:tllior\;l~ Date: JJ~_3·CB I 2 3 4 5 6 7 8 9 Desc r ibe Work: 10 Class o f Work: II Ga rage: 12 GARF IELD COUNTY BU ILD ING PERM IT APPLI CATION 108 g•h Street, Suite 40 1, G lenwood Sprin gs, Co 8 1601 Phone: 970-945 -82 12 / Fa x: 970-384-3470 /Inspe ction L in e: 970-384-5003 \V\V\v.garfi e ld -county.com c New c A ltera ti on Add ition Sept ic: o Allached c Detached c ISDS Owners valuation o f Work: $ NOTI CE Au rh oril v. Th is applicarion for a Building Pennilmusl be signed by the Owner of the properly , descri bed above , o r an authorized agent. l frhe sig narure be low is nor rhn t o frhe Owner, a separate leu er of authori ty. signed by th e Owner, mu st be provided with d1i s Application. L rgal A rrcss. A Bui lding Pennit c annot be issued with o ut proof of legal and adequate access to the property for purposes of inspections by th e Building Department. O ther Pe rmits. Multiple separate permi ts may be required : (I) S tate Electrical Permit, (2) County IS DS Permit, (3) another pc nnit req uired for use on the property identifi e d above , e .g. State or County l lig hway/ Road Access or a State Was tewate r Discharge Pennit. Void Permit. A Buildi ng Penn it becomes null and void if the work authorized is not commenced wid ti n 180 days of the date o f issuance a nd if work is s us pend ed or abando ned for a period of 180 days after commencement CERTIFI CATION I hereby c ertifY that ( have read this Application and tha t th e infonn ati on contained above is tru e and correct. I understand that th e Building Department accepts th e Applic ation. along with th e plans and s pecifications a nd o Uter d ata s ubmiue d by me o r on my beha lf (s ubmittals), based upon my cenifica 1ion as to accuracy. Ass um ing completeness of the s ubmittals and approval of thi s Appli cation. a Bui lding Pennit will be iss ued g ranting pennission to me, as Owner, to construct the s tructur e(s) and fa cilities detailed on the s ubmittals reviewed by dte Building Depart me nt. In consideration of the issuance o f the Building Pe nnit, I agr ee that I a nd my agents will comply with provisions of any fede ral , state or local law regulating U1e wo rk and the Garfield Coun ty B uilding Code, IS DS reg ulations and applicab le land us e regulat io ns (Coun ty Rcgu lati on(s)). I acknowledge th at the Building Pennitmay be s us pe nded o r revoked , upon notice from the County, if th e locati o n, cons lmctio n or usc oft he stn1 cturc(s ) and facility(ies), described above. arc no t in compli an ce wiUt County Regulm ion(s) or any other applicable law . I hereby gram pennission to the Building Deparunen t to en ter the property, described above, to ins pect th e work . I fi111her acknowledge th at the issuance of th e Bui lding Pcnnit docs not prevent the Bu ild ing Official fro m: (I ) requiring U1e correction of errors in th e s ubmittal s, if any, discovered aRcr is suance; o r (2) s loppi ng constru ction or use o f t he stru cture(s) or facilily(ics) i f s uch is in violati on o f Co unty Regulati o n(s) o r any o the r applicable law. Review of this Appl icatio n, including s ubmittals , and ins pectio ns o f the work by U1e Building D epartme nt do no t constitute an acceptance of res ponsi bility or liabi li ty by the County o f errors, o miss ion s o r di screpancies. As th e Owner. I ac kn owledge that responsibi lity for compliance wi th federal, s tate and local laws and Coun ty Regulat ions re st with me and my au th orize d agents, inc luding without li milation m archi lcc l de · r, cngi t cr and! or builder. , "'"" .. CKNO>' ,.,,,. T,.. , HA~C J;;;;c;J-;;;r,, NOTICE& "-'Tm:· '"ovc, ~~,~~~~A~~~U~R~E~ DA T~--~~--~~~~------------------------------- STAFF USE ONLY Sp~ci al Conditions: A djus te d Va luatio n: Pl a n C heck Fee: Pe rmit Fe e : Manu ho me Fc c : Mi se Fees: 4W.<XJ (1;0.2.( <17.25' IS DS Fee: trio s :·l1~ rcao:.LllP Ba lance Due: Tii'fa~c: IS DS No & I ss ued Date: J6 Setbac k s: O CCGr o up: C ons tTy p e: Zonin g: ---M:f-0 B ~DE PT • y ~D E PT : -L1. ./ !/~~~ t~/e4 ~ "><. ~ ~ ~ ..-I ~ A PPROVA L DAT E APPROVA L DAT E The following items are required by Garfield County for a final Inspection: I) A final Electrical Inspection from the Colorado State Electrical Inspector. 2) Permanent address assigned by Garfield County Building Department and posted at the structure and where readily visible from access road. 3) A finished roof; a lockable building; completed exterior siding; exterior doors and windows installed; a complete kitchen with cabinets, sink with hot & cold running water, non-absorbent kitchen floor covering, counter tops and finished walls, ready for stove and refrigerator; all necessary plumbing. 4) All bathrooms must be complete, with washbowl, tub or shower, toilet, hot and cold running water, non-absorbent floors, walls finished, and privacy door. 5) Steps over three (3) risers, outside or inside must be must have handrails. Balconies and decks over 30" high must be constructed to all IBC and IRC requirements including guardrails. 6) Outside grading completed so that water slopes away from the building; 7) Exceptions to the outside steps, decks, grading may be made upon the demonstration of extenuating circumstances., i.e. weather. Under such circumstances A Certificate of Occupancy may be issued conditionally. 8) A final inspection sign off by the Garfield County Road & Bridge Department for driveway installation, where applicable; as well as any final sign off by the Fire District, and/or State Agencies where applicable. A CERTIFICATE OF OCCUPANCY (C.O.) WILL NOT BE ISSUED UNTIL ALL THE ABOVE ITEMS HAVE BEEN COMPLETED. A C.O. MAY TAKE UP TO 5 BUSINESS DAYS TO BE PROCESSED AND ISSUED. OWNER CANNOT OCCUPY OR USE DWELLING UNTIL A C.O. IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING PREMISES UNTIL ABOVE CONDITIONS ARE MET. I understand and agree to abide by the above conditions for occupancy, use and the issuance of a C.O. for the building identified in the Building Permit. OW~URE ({)·~-M DATE Bapplicationdecember2007 line. A section showing in detail, from the bottom of the footing to the top ofthe roof, including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation, sheeting, house-rap, (which is required), siding or any approved building material. Engineered foundations may be required. Check with the Building Department. A window schedu le. A door schedule. A floor framing plan, a roofing framing plan, roof must be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M .P.H. windspeed , wind exposure B or C, and a 36 inch frost depth. All sheets ne ed to be identified by number and indexed. All of the above requirements must be met or your plans will be retumed . All plans submitted must be incompliance with the 2003 IBC, IPC, IMC, IFGC, and IFC . Applicants are required to indicate appropriately and to submit completed checklist at time of application for a permit: I . Is a s ite plan included that identifies the location of the proposed structure, additions or other buildings, setback easements, and utility eas ements showing distances to the prope1ty li nes from each comer of the proposed structure prepared by a licensed surveyor and has the surveyors signature and professional stamp on the drawing? Slopes of 30% or more on properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the placement of any portion of a structure within 50 ft. of a prope1ty line and not within a previously surveyed building envelope on a subdivision final plat shall be prepared by a licensed surveyor and h ave the surveyors signature and professional stamp on the drawing. Any structure to be bui lt within a building envelope of a lot s hown on a recorded subdivision plat, shall include a copy of the building envelope as it is shown on the final plat with the propos ed stmcture located within the envelope. Yes V 2 . Does the site plan when applicable include the location of the I.S.D.S . (Individual Sewage Disposal System) and distances to the property lines, w e ll s (on subject property and adjacent prope1ties), streams or water courses? This inf01mation must be certified by a licensed surveyor with their signature and professional stamp on the design. Yes Not neces sary for this project V 3 . Does the site plan indicate the location and direction of the State, County or private road access ing the property? Yes V 4. Is the I.S .D.S. (Individ ual Sewage Disposal System) designed, stamped and signed by a Colorado Registered Engineer? Y es Not necessary for this project V 2 5. Are the pl ans submitted for application review construction drawings and not drawings that are stamped or marked identifying them as "Not for construction, for permit issuance only", "Approval drawings only", "For pennit issuance on ly" or similar language? Yes v-= Not necessaty for this project __ _ 6. Do the plans include a foundation plan indicating the size, location and spacing of all reinforcing steel in acco rdance with the building code or per sta mp ed e ngineered design? Yes___L Not ne cessa ry for this project __ 7. If th e building is a pre-engineered structure, is there a stamped, signed engineered foundation plan for this building? Y es __ Not necessary for thi s proj ec t~ 8. Do the plans indicate the location and size of ventilation openings for under fl oo r crawl spaces and the clearances required between wood and eatth? Yes __ Not necessary for project~ 9. Do the plans indicate the s ize and lo cation of th e ventilation openings fo r the att ic , roof joist spaces and soffits? Y es~ Not necessary for this proje ct __ I 0. Do the plans include design loads as required under the IBC or IRC for roof snow loa ds, (a minimum of 40 poun~ square foot in Garfield County)? Yes Not necessaty for this project __ II . Do the plans include design loads as required for floor lo ads under the IBC or IRC? Yes~ Not necessaty for this project __ 12 . Does the plan include a building section drawing indicating foundation, wall , floor , and roof construction? Yes v Not necessary for this project __ 13 . Is the wind s_peed and exposure design in c lud ed in the plan? Yes _v_ Not necessary for this project __ 14 . Does th e building section drawing include s ize and spacing of floor joists, wall studs, ceiling joists, roof rafters orjoists or trusses? Y es_V_ Not nece ssary for this project __ 3 15 . Does the building section drawing or other detail include the method of positive connection of all columns and beams? Yes V Not necessary for this project __ 16. Does the elevation plan indicate the height of the building or propose d 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____L Not necessary for this proj ect __ 17 . Does the plan include any s tove or zero clearance fireplace planned for installation including m ake and model and Colorado Phase II cettifications or Phase II EPA certification? Yes __ Not necessary for this project~ 18. Does the plan include a masonry fireplace including a fireplace section indicating design to comply with the IBC or IRC? Yes __ Not necessary for this project V 19. Does the plan include a window schedule or other verification that egress/rescue windows from sleeping rooms a nd/or baseme nts comply with the requirements of the IBC or IRC? Yes Not necessary for this project V ---- 20 . Does the plan include a window schedule or other verification that windows provide natural light and ventilation for all habitable rooms? Yes Not necessary for this project V ---- 21 . Do the plans indicate the location of glazing subject to human impact such as glass doors, glazing imme di ately adjacent to such doors; glaz ing adjacent to any surface normally u sed as a walking surface; sliding glass doors; fixed glass panels; s hower doors and tub enclosures and s pecify safety glazing for these areas? Yes Not necessary for this project v----- 22. Do the plans include a compl ete design for all mechanical systems planned for ins t a llation in this building? Yes No Not necessa1y for this project .,._--- 4 23. Have a ll areas in the b uil d ing b een accurat ely id en t ifi ed for th e int end ed use? (Occup a ncy as identified in the IB C C hapter 3) Y es N ot necessary for thi s project V 24 . D oes the pl an indi cat e the quanti ty, fo rm , use and storage of any hazardo us materi als th at may be in use in thi s building? Y es_L Not ne cessary for thi s proj ec t __ 25. Is th e locati o n of all natural a nd liquid pe tro le um gas fum aces , boil e rs and wa ter heat ers indicated o n the pl a n? Yes __ Not ne cessary for thi s proj ect_L 26. Do th e pl ans indi cate th e location and d im ens ion of restroo m faciliti es and if more tha n fo ur empl oyees and both sexes are empl oyed , fac iliti es fo r both s9es? Y es __ Not necessary for thi s proj ect_v_ 27. Do th e pl ans indic ate that res troo ms a nd access to th e building are h a ndi capped access ibl e? Y es __ N ot necessary for thi s proj ect--l.L_ 2R . Have two (2) c ompl e te sets o f constructio n draw ings b een submitt ed w ith th e a ppl icat io n? Yes V 29 . H ave yo u des igned o r had th is pl an designed w hil e consi d ering buildi ng and ot her constructio n code requirements? Yes~ 30. D oes th e pl an accurately indicate wh a t yo u intend to co ns truct and what will rece ive a fin a l insp ec tion by th e G arfi e ld County Building De partment? Y es~ 3 1. D o yo ur pl a ns compl y with a ll zoning rul es and reg ul ati ons in the Coun ty re lated to your zone di strict? For corner lot s see suppl eme ntal secti on 5.05 .03 in th e Garfield County Zoni ng Reso lution fo r setbac ks. Yes V 32 . Do yo u underst and th at app roval fo r des ig n a nd /o r co nstruction changes are r equ ired prior t o the im p lementat ion of th ese c hanges? Yes~ 5 33. Do you understand that the Building Depattment will coll ect a "Plan Revi ew" fee from yo u at the time of appl ication and that you will be req uired to p ay the "Permit " fee as well as any "Septi c System" or "Road li1)Pact" fees required , at th e time you pi ck up your building p ennit? Yes_v_ 34. Are you awar e that you are req uired to call for all in spections r equired und er the IB C including approval on a final in spection prior to r eceiv in g a Certifi cate of Occupancy and occ up ancy of the building? Yes~ 35. Are you aware that the P ennit Appli cation mu s t be signed by the Owner or a written a uth o rity be given for an Agent and that the party responsible for the project must comply with the Unifotm Codes? Yes_L_ 36. Are y ou aware that you must call in for an insp ection by 3:30 the business day b efore the requested in spection in order to receive it the following business day? Ins p ections will be made between 7 :30 a.m. and 3:30p.m. Monday through Friday. Inspections are to be called in to 384-5003. Yes V' 37. Are you awa re that requ esting in spectio ns on work that is not ready or not accessible will result in a $50.00 re -in spection fee? Yes v 38. Are you aware that prior to submittal of a building petmit app li cation yo u are required to show proof of a legal and adequate access to the si t e? This m ay include (but is not limited to) proof of your right to use a pri vate easement/right of way; a County Road and Bridge permit ; a Colorado Dept. of Highway Petmit including a Notice to Proce ed ; a pennit fi·om the federal government or any combinati on. You can contact the Road & Bridge Department at 625 -860 1. See Phone book for oth er agencies Yes_L_ ~X eM PT A S P£ 12--:(AtL.E M A-U- 39. Do yo u und erstand that you will be required t o hire a State of Colorado L ice nsed Electrician a nd Plumber to perform install ations and hookups? The li cense number will be required at time of insp ecti on. Yes V 40. Are you aware, that on the fi·ont of th e building petmi t application you wi ll need to fill in the ParceV Schedule Number for the lot you are applyi ng for this permit on prior to submittal of th e building pe tm ~l i cat io n? Your attention in thi s is apprec iated. Yes 41 . Do you know that the local fire di stri ct may require yo u to submit pl ans for their review of fire safety iss ues? . ./ Yes_V_ (Please check with the building depatt ment a bout thi s requirement) 6 42. Do you unders tand that if you are planning on doing any excavating or grading to the property prior to issuance of a building permit that you will be required to obtain a grading permit? Yes __L Not necessary for this proj ec t __ 43 . Did an Architect seal the plans for your commercial project? State Law requires any commercial project with occupancy of more than I 0 persons as per Section 1004 of the IBC to prepare the plans and specifi~~ms for the project. Yes Not Necessary for thi s project ____ _ I hereby acknowledge that I have read, understand, and answered these questions to the best of my ability. /' Date Phone: ______ ( days); _________ (evenings) Project Name: CD3 -0 12.&0 ~~\t<_ Project Address: :319 Cm.JO\-\.{ '£0. 138' G\~d~c~, w Note: On any of these questions you may be required to provide thi s inf01mation. If required inf01mation 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 dete1mine 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 inf01mation has been provided and the application rotates again to first position for revi ew. B. Delay in issuance of the permit. C. De lay in proceeding with construction. BpcommDec2007 7 September 3, 2008 Garfield County Building Depat1ment 108 8th Street Suite 401 Glenwood Springs CO 81601 RE: Letter of Authorization (319 County Road 138, New Castle) This letter of authorization confirms my approval forT-Rex Architects to file for a Building Permit on my behalf. This authorization is solely for the submittal of a building permit to construct a building addition to house a diesel generator for Verizon Wireless (lessee on property). I have approved the plans for the building addition. Authorized by: ~bell~ By: Dated: ) Address : Telephone: (SEAL) My Commission Expires ;-z-o/ Certificate of Occupancy No. 2233 No change itt the character of occupancy of a building shall be made without a Certificate of Occupancy -(UBC Sec. 502) Building Department Garfield County, Colorado ·.;. This certificate is issued pursuant to the requirements of Section 307 of the Uniform Building Code certifying that at the time of issuance, this structure was in compliance with the various codes adopted by the County regulating building construction or use for the following: Use Classification ---------------------------\ Building Permit No. --~~::........:¥....:9..!..f,.=.'() ____ ___ Antennae Structure Group B-4 Type of Construction v-N Zone. _______________ _,_ Owner of Building u.s. West/New Vector Addressc.._.::C:._Io::.....:T:.::h.::e_:W=:al=t=er::.....::G:=r.::ou~p"----------- Building Address 0319 County Road 138, New Castle Locality _______ _ Contractor~-~~-~Th7L:.::W.::a.::lt=e7r~~=r~o~p~~~----Address~l~4=0~L=a~k:=e.::s.::id=e~A~Y~eL,~S.::u.::it=e~l.::O.::O~,_:S~e.::a.::tt~l~e2,_,.::fu=s~h~i.::n~gt=o~n~-Bg, 0}Vh ;v _.- Cliief~g Official I>me ___ Ma __ r_c_h_7_,_1_9_94 _______________________ _ Issuance of a Certificate of Occupancy shaU not be construed as an approval of the provision of this code or of other ordinances of the jurisdication. Certificates presuming to give authority to violate or cancel the provisions of this code or of other ordinances of the jurisdiction shaU not be valid. (UBC Sec. 307(a)). GARFIELD COUNTY APPLICATION FOR BUILDING l'ERHI'l' l'EHNIT NUHBER 19 7 [} DATE I (-;2, ~ T3 Assessor's Parc~l 0 please print o.r type -·· '·" '"'i'O llll FII.LED OUT JIY Al'I'LlCAN'l' --ADDREss ...Q"J/9 cR. t38 &.c;. ...:! SUBDIVISION ) j f' ILING II L01' II BLOCK II w 7'liX SCI/EDULE /1 ·-' LEGAL (S£'C/7WN/RNG) ;;; "' NANE ))!lfA,.J _rvre-~1H e /!ss:oe- ~ ~ ADDRESS ,ZJo I[ tZTH IJvii CI7'Y Q5111!1r/Z "' Nll/lE H ~ u 'IH~ ::-==--JILTERM'ION ----ADDITION I!ENOLISI/ REI'ili/1 !·JOVE -----!JOBILE 110/IE (make/model) -'i .1?. OF BU.fLDING -----S .F. Of' L07' 11. OF PLOOllS /IEIGI!1' ----- 1/ Of' FMJILY UNI7'S /! 01' BEDROO!!S ---- 1N7'ENDED USE 01' BUILDING ===--=-==::--::-::: r;llRJIGE: SINGLE DBL CAHPORT: SINGLE DDL FillEPLilCE DOCUHllNTS IITTAC!IED lvlll'ER SUPPLY DlliVEI~AY PE:llM-::l.cc7,--------------- SI7'E PLAN UUIWING p·"'Lli=Ns=----:x-:c-------------- SliNITliRY SE:WER CLEilllANCE ON SI7'E SEWAGE DISPOSAL Pl'JliiiT ---------- 07'1/Ell DOCUMEN7'S (specify) FOI\ Ol'l'ICE APPROVED: Dll7'E Pl-OT PLAN N01'E: Sho~1 easements r property line dimension.! all other structures, specify nort/1, and streef nunu~ · .f'or odd slJr'lped lots, or if space is too smul.l, plovide separate plot plan. /I Of' DUl'LDINGS NOli ON PllllCEL -------- USE OF' BUILTJINGS NO!¥ ON PARCEL-------- FRONT PROPERTY LINE STllEITT Nil/11':/IWilD NUMBER ----------- C/IECK TF CORNEll L01.' DllSCIUP7'ION OF lvORK PLIINNED --------- I hereby a.cknmdedge that I have read this t above is cor:rect a1ld I -~t;h.. county ordinances and · ng building constructio s FLOOD /lilZARn CERTif'lBD DLDG ELISVATION ---------- SPECIAL COND1'7'IOIIS ------------ P/WBT-EIIS 111'Tll Pf:IIMIT ------------ ADDI7'IONAL 1/IFOllMM'ION NEEDED CEn7'1FlBD DY COLORADO REGIS7'ERED L/lND SURVEYOI OR ENGINEER Al'l'llOVF.D: /1-?3 . ~~--.~-----~ .... ·-' . ·~ ·-· -~ ..... ~~·· -~-·'""':""~-... -~~·--... ,,--,·.··~·-···...-········· ··, .. GARFIEL.D COUNTY BUILDING, SANITATION olld PLANNING DEPAIITMENT 109 Blh Slniol · .Sullo 303 Glenwood Sprlngo, Colorado i16G1 (303) 946-8212 N::: . 04970 JobAddress --------~O~~u·I~9~C~o~n~uut~J~-~Ruo~a~dL' _lL"~·S~-~c~;Ll~eilll~W~o~o~d~S~p~r~i~n~a~sL_ _____________ ~~----~---- Nature of Work Uuildinn: Permit Use of Building -----~lln""'"'t..,a"'n"'n"a"'e'-"SCbturJ,U!>C<..!' tuu!.!rue._ ______ _:_ ______________ .:_ _______ _ owner ------------~"~·~S~.~W~e~s~t~/~~~·e~w~· _v~·e~c~·t~·o~I~------------------------------------------------~--- ··cc 11ractor ·------~~~·a"'"lJot~elo.r~G:!or~oe!!u;,!.., ______ ~-------------------------------------------- An.ount of Permit: $ --~"'C'l"5,.,.,_,J;:0'-:--,.="'7,--- Permit: 252.00 White-Treas. Cariary-Office Pink-Applicant Gold· Duplicate rlun 1.63. 30 Date: November 2.3, l iJ 9 ~ S. Archuleta ,_, .. ··--·· ··' Clerk GE~EHAIOR/ FUEL TANK 50060 Liquid Cooled Diesel Engine Generator Sets Standby Power Rating 60KW 60Hz FEATURES II l~l:;ovt..TiVE D~SIG~~ & PMOTOTYPE TEST!~;Q a·s ·:::::r ~.:;-,:;-::~.-"~.:;; C.'~ :;:;:,;::::_~.::; 3 S'JCC~35 r ' \'.?qC'.'.:JG ?Q'·,', :::"1 ! 2'1 ::;5,G'·! · ::~t : ::~::~:1 S'~;:; treo: l:,:a' cc:-.:-. ::-.er.: to ::-::::rsr.: :ss: r.g -~ 2:.:.:y :;;s:-r-:;. e:>v ~::~:-.€n~a; l€S(·:--;:. :so:·~:·. :;'i a--:' 'e :~:;: -;: :: ~s:ss: .,; :c a~C'-·(a::;·,-, CSt.._ ~~=·-~A ::::;:.::._ ~-"':; :::-er s·;·:a·:s a'o,-.s ~-:J :::; ~:--::::;s G::• .. :;:::.c =~ StSI:::.~s :. :.~ :~~ :c".'·::e:":e :".a: :-;s: ~-·~te:-·s .· .. 1 :·:. ';~ sJ:er :or ;-:;~~:-:-.a~:e I 7EST CRITERIA: ,' ?=<:;IQTY;::;: -;-:;,:;-;-:;,) ; :;\-s1::r.1 ~o?s:c.·;:..:.. :::.s-:-t:a ,; .=::..::c;==-o-·.:,:.c;·:::-:-t-:: ::~"":::::::_::::;::;•,.::.=: PrirTe Power Rating 48KW 60 Hz Power /.,-l,atcht>d 1 •J= = i: :t<!~J n 1;1 :l~ t8,,'13 T _r~ochargt:d I A~terco:Jied :.~ERtZON WIRELESS :o kW Diesel Models· :.:912·3120.'240 lo Open Se: C~B13-3 ~20-'2-JSlo Acoustic E~·ciosE-d (.!55.1.3 120.'2QS 3o Op~;r~ Set C4SC5-31~0-'2J8 3o Acoustic Enc'ose1 :~:;;,~.:n.;;t.::~·E:S-~<0 eo·:ec:·c~:::-::~.;,---~-;~.;,·.;· ··~ :>'.~;·,;e.-. y::J c.-.-, a':;::.:,;:;::;.:.::=-::.:;=< :;·.-:;~::-.· csse·e~; r.e:£:::::~-.:::-:'J;_. S:::-:e•IJe· ~· :::::-:: .. ·s c-:.-o·::::s::·-o·,;::.· :-, ;:~c., ::;e rea' sav "'';5 / --~~:·0 I GE.NERAC TRMISFER SWITChES. SWITCHGEAR t.~W • SOLID-STATE. F?.EOUE!~CY CQ!.1PENSATED VOLTAGE PEG u LA TIO ~~. 7~ $ $;~:~-:~.:r•e-a:--, ;lOI.o;:' :--;:: x nz ·.:; r,;,; J a~ ~., ~_.s·"..., s s:.-,~::<:·c c~. a·: G;;:~,e:ac :-;:cE: s .t ;:;~c·•~::;;:s o;:;t.:--.ze:J ACCESSORIES. !...o:-.; 'ea:>::re·,-,:; -_. ~S:-·:-,-.-.:-.. s.·. :'lG.::•.:;::;:.C FOV.'E.=! SYSTE.•.~S 8"<-·o.;.~--:· -o ::-':::.;,".:<: ":~J: ''·"' G:O~;:;,c::;.c;Jro::J:: ~ re :lC'.;::es :s ::::.· :-~·<o·c :_.-s·.;,:--.~ a::::c,~s:·~c, s•·.-:cr·~":ar a~c c:::r:::s 'c,: t::a s,s·~----;2:::: • GENERAC,,;, POWER SYSTEMS, INC. APPLICATION & ENGINEERING DATA GENERATOR SPECIFICATIONS IYPE Fc~·~-;:>~·e. ·e·.o· .•-n; 'e·-:! ;::,QTC;::;J '.;: :_;L:,:;-;c~~. C ass H c:·a;s M ;.~ .. .-~::.:::·.::.-::;~ :::e• .,..,~: c:e:: a~-:: -:·:'·~·::::-t =.::..:..=:.-:;~ .==.::-L•..;::.::o & s:::..~:::J, LOA:: .:;;.:::::.-:;171' Si.:.:,::;~·i t..o::.J c.:.::.:.c1TY :;:::w:::; NOTE: E."';ergency lc.aQing m compliance with //F"P/1, ?9, r,·FPA.. no. ;:;ara;raph S-13.2.6. Ge-1e."a/or ra~i.1g and performance in accc.-o:'a.l~ v,·i.'h 1$08528-5. SS5514, S..!.E J13.:9. IS03C·45 and 01Nf:277 s:a.;C:ar::ts. :OXC T! -·:;-; ::.YSE'l ..., ==·_;:,.._:::;:; GENERATOR FEATURES • r::.· :: €. ·e-,.,:;:._,,.,;; 'e: ;;~~-;;.::::::.: ·o:;c:•y c::-~-.~,::ec :: :--e e-; ·e o-~·t :.~.·:~·;:1 a -.:oeq-;;.~-' 'e) t e: ;,:; ':::r ::o-:.-z,~~·-: e' ;:--e-· • Ge·e·e:~· -e~:s :~-e :;:--.:e;;'.J'a r5e ~:a:-~..:2·-:s ':r c«:.s ·-;· -:;_ ~::-35 :'2' :-.;:--:: ~:· :\:::~/~ !.':31<~2 -3. 1·.~ e ::-.:, .n~ ~ ~~ :·~ ".-:::,:-. -;:,:s :~.:, ~":(;.; r:,:-,,:~.:s ·~r :~.e ~ ~~·"' C"ass '!-1' :;:~:; • !-. ;;·:·::,:e -.,.:;~·s ;;.·,: :e;::e: ';:,; ,...,~t:r s:s:-: ~,;: s:c ~; ~) .-ess~-~;; :.~;; -::,:a.,;a-e:~·s •::.o;;.:: co 1·. :.-: !l ;•.a:e~-:-·-:2:.:: •:. -:-::-:: s ·J: ::, ar'l a::•a:"·~e: ,., ·e ~ar~ess :es~n ':r ·;:;a:'.; ~-;:::---::::· :;'1 ·,•, tnr'l :-e cr:J::"J" • .'.'a-;-;·: : 'CJ i. r:::'~= .-:; .;:-1:;.~ ose..-.-·.·. n:; "';s. t::;~:h ;--.; s-e.·.e:: ~:~·:: :e; ;..., ;:;·o·: :<OS a :-.-.:T.ai e.-t:: :' ,·:;J.-.<O'::.·n::: s:c:-::~-a-,:; a· ,:; e:"J.~a;:-:,::.: .r'e:-'e·e:--.~;, e·.e• :.r:.ch ree:s a::;;:;;:e: ·e:~ ·e-e:"'..s 'c.-: s:a,-.:::~·-:: !',1·a:·c 7'1. ar1c: :--.c;r--=-rc;:o :.;: .;::-::· e a::--;:, :::>:•;:;r:, • \': :~;.:: ·.·.a.-;;;'c,c"1 :e.· a: G'":. :::;:;;' .-.e:·,.-.::;.,_ c c:.~.:.::-.: ::;' 1"-.e ;.c; .·.a.e':~. ar".':! 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FUEL L!';:O. .'5·~::..:--i·J ~u::.:. p;::.__;:;;J u:;:: GE',;E?.AC·D:;ESE SC3:l-'.F2i"G 5 :!OL:eri;S5cJ.,-.1 1-:)8 _-,~ ;~ 25 ,n i >30 -.:"'! (512 Lr"o L , e , .. Cas: :rvn :-.:..·:.:-·n::-ur .. A.. oy :. ::-=c·_;:;o: ~.:_:· ~-. r:;·-:e:..,e: S!ee 5: : -;-;'::: r::es.s:~-·· s·ee' .-22t .:::o-s s:a~: .Ste::- -o =:.: __ Gee:: =J '2·:; c~~r,c_;; : 1 !. 'CO'S ;: 1 7 :::::,.) =·,:>;,;_• :"O: . .:, :se'J :::e:ove-~ ~·e< . ..;:e: Se.:·Sea ";: s;;-J ,.,...., 122 -, • 2'2\' · EOC '.".' _e· S~•J. c c;:,-.';;~n 1:> AST',l S;ec 1 5 'l.crc'l 3:~:" 1,;.-.t 'J:>e cc:-1 C,;;·en :.~e:!'.an-:<:· :.' ~·t·Ho ~. Ncn·~ Ty;:'2 D 'e:: 1.-_e--::: un 635r.-,ml225 ;: :;::. :--.:---. ,,~ 25 -.. ~;..07E?:( C~:.::~:,:;. ,:.L-::=·;;.,-::;=1 S7A::l.7:0.::>: t.'C'70?: ~;:r:;(.!.".'E';:J::::l ~.:..:-;-::= ~ •. 2 ._, 12 ·,•: I ;.:: :. rl 2~;; 50060 OPERATING DATA GENERATOR OUTPUT VOL TAG EJKW-60Hz 120'2~0V. 1-or.ase. 1 0 ~~ r.y~ cc·s.·:~u 120.?::E.v. 3-;J'lase 08 ;l~ :;e·e·.o=e;;e··~· ~:::c·..o '' ~;..,. MOTOR STARTING KVA l.'ex:-u:-'1 at :::s~c -~stan:arao·.Js vc :a;;e S·p ·,·, :h o;;::or.a~ a··e:;.a!or, 60Hz FUEL F ~ei ccnsJ~::: ~r.-5C <Z COOLING ::r--; :-.e - ::J !-iz • 't Lc-:od p:.~r.r. . :~rs ·hr. lt,;S fa' l iUS o;;ar l ('JS -;;a') 5tu:.'lr :net e r 10 :a~.a:vr e.:: '-:z -:-;:· :-1 n r:f;-:) l.'.c>.x a.r :er-.;;-:::a:·.ne t~ ra::<!!Or 'C (';:) ·c ('Fi CQI,\B'JSTIC:l AIR riEOUIREI.~E;i"iS 10C ... " 182 STANDBY 50060 R2!ed t.I~P 25~ 120'208.'240V 'f.~ I i 0 i~ 5) ·c.! 12 75J :-:5 ~~Sl ~2J.s:c 2:2 (7.5:.C) 5) p~c; ... 2'::9 2::tS 1/a.>. ·e::·:nr:-.~·,::e::! ~-~::f· ;:ess.::e ---~ 1 :; ::x!'".a"sl te~;;era:~~'-' 6:: :-f;;: (~..:'' :.a:) ·C ('t'") :SZJ :;;:-:;; GENERAC' POWER SYSTEW1S, INC. PRIME SD050 2 75) R2ted AMP 2'j':) ?: :,:.:: ~·2 t :_.c·c:; E~~~~3~~~'c·.-. ~· r;:::s::: -:-·.:;:~-~ .;.: '-'.z • ~: ~.""1 tc'-:-:i :3 •,:';:;.:; · I ~-'-'·_''-"_'_'_'_"_'_e: __ '_'_'----------------------~------------'-'_·_o __ o_______________ __ ____________ ,_c_·_c ___ c_· ____ -------i I :-o? c.t r;;;.;s '!.":.' P·st::>n ~:;;c.;:: ::;~.'.::"' DERATION FACTORS .;: ::: '-!z sJ rz s: .-~ · r.:~ SJ,-,Z·~~' 5"· ':r e.e~J ::>C ;:-c-.-e. C 2 77": ·:r <:very 1c:·F .;.':':·.e · 1 1 ': '.:-~ e~-e'Y 1C'J M a:.c·,·e. m } :_<, ':r e·.·:'Y 1:)JJ '1 a::ve · ~!. ; SJ J 227 25 .::::o STANDARD ENGINE & SAFETY FEATURES SDOGO Hof>h Ccoc·a.,t Te:-:-~::s·a~..,re AC~tor..at.c ShJ!C:cwn Low Coo.ar,t Leve! Ae~t:.iT'at.c SilutOo>ton Low Qd P·essJ~e A;~cr"la!•C Sll..,td:wm Overs~eeC: A.::c:-.a:•c Sn·..:t:Jown (So .c-s:z:e) Crank L>.""l.;er (So':-::.s:a:r::) Oil Dra.n Exter.s en Rac·a:or Ora n Ex:e"!S•C:'l Factory-l~sta: eC C::.::>l r=-·uw R~c'etor C1csec! 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Hazards Identification H8alth Hazard Data: ~-The rr.a;or sffe::t of ex.:x;sure to this product is giddiness. hs:::~a:he. csn::-a! nsrvo~s S/s:sm Ce:Jression; p::ssi:·ie irri~aticm o: eye£, ncse, and i:...:ng.:::; cn:J ser,,,,::.r i:-o:~atic;-.. Si9:1s o7 kidney and iiver Cama;e may be ae:a:;ed. ?ulm:::nar:; irri:ation s5:o:1C:a~y to ex;oa!ation fo so!vsn~. 2. ~-J~cs:--: ~e::omm-2n:'s tr.c.~ v:ho!s G:s.se! en;;ins exha:...:s: ::-s rs;a.·-:iec! as a :::::.ent::::: c::::u;:::ati::.;--.al car::inoger .. :=oli::w.' 03:-iA anC ~~SH.t-. ruiss •:,r;,s:s Cis.ss! e:-~;::r.s exnaus: :'umes may be gensra~ed. 3 .. t:.. life time skin painting study Dy the American Petroleum Jr;s!:tL':e h=:.s si".8'.'.'n tha: si.'Tliia:-r.ephtha products •sith a boilirg rangs of 35C-700 c'egrees .= l.!St..:al::: :J:-odu:s skir. tu:T.c:-s and/ or skin ::en::::e;s in iaDo:-atory mice. Only a \'/sak to r.:c::"s~s:e rest=Jo:-:ss oc:urrsC:. liie effect to hu;;:ar.s r.cs not bssn de:srr:1ined. 4 .. :::os:ti\'5 resul!s a: 2.0 r.ll/kg a:-.d 6.0 r.1!ikg noted i.1 m:...::a;:sr.?.s:2 st:....;-:,e.:; ·.:.= m-·;iv:. :::>o:le r;-,a:rm1; :;1:ogensti:s essay ir: ra~s. S. r<srJssn~ is si2ssifisC as 2 severs si~:n irrio:an~. t\1u:atio:~ da:a h::::o· b~ei: ;s:::::-::e: fc ~~e;css.'le prodL'sts. HyCro:;ss:sG ksrJssr',::: is JisteC as bsing :JroSc.~i/ :::r::i:-:o:;:e1i: i:D hu:,,ar.s '.'Jib limited evids.i:e in h:.;:r.ans 2.1:i s:Jfficien~ eviCen:::: ):-; ::=x_::·e.-:r:i-=:r.t=:l H8::a:--ds of Combustion Products: Car~on r.10noxlcis ai.: .::e;~:);, Cioxids ::2;: C.s ~o:.;r:d in the ::o!T.::0U3lior: ;;rc:i:.:~:s o~ t:1is p~oCu:: and c::-~s.-fc;r:-.s c7 .i:.::r.:::c:.;!Jor, ::c-;;:::,~st:·:>:-:. Cz~~on m::r:cxids in r.1o:ie~ats c::m:::entra.tions c:::r: cc.~ss SJ:.J:.~o!"ils o; r.sc:a:::h:. r.ause2, vomi·i::;;, in:;sas::d :::srd;a: out_:lu:, ai'.8 :::o.-.f·...';:::::-.. =.;.:_:Js~..:re ::· f.i;:he:-c:::nce:-Jt~c:~ions o~ :arbon monoxide :en cau:::;; ios3 o7 ::::ns:LJ!...'Srless. hsar.. Ger.: a;::. j,-ain c.ia!Tiags. ar:di:x death. =.::ocsure w high :cr:::er.:~ct::J:-:s o~ cc."Ocr: Cic:-:!:=:e ::3.'1 :::ause sim::.oie as::;i"',y>(ietioil Dy dispia::i:-1g avaiiajle oxyger .. C;s;;:::.n:stic~; :.~ t:1l.s en: c:n:::r simila~ rr.c;.~e~;ais shouid o.1i:: De :::arried ou: in v.te:! vs:-:tiic:eC ars2s. -Wt. li -N..'.t. II Material Safety Data Sheet SECTION 1 PRODUCT AND COMPANY IDENTIFICATION DIESEL FUEL No. 2 Product Use: Fuel Product Number(s): CPS220122 [See Section 16 for Additional Product Numbers] Synonyms: 15 S Diesel Fuel 2, Alternative Low Aromatic Diesel (ALAD), Calco LS Diesel 2, Calco ULS DF2, Calco ULS Diesel2, Chevron LS Diesel 2, Chevron ULS Diesel 2, Diesel Fuel Oil, Diesel Grade No. 2, Diesel No. 2-D S 15, Diesel No. 2-D S500, Diesel No. 2-D S5000, Distillates, straight run, Gas Oil, HS Diesel 2, HS Heating Fuel 2, Light Diesel Oil Grade No. 2-D, LS Diesel 2, LS Heating Fuel 2, Marine Diesel, RR Diesel Fuel, Texaco Diesel, Texaco Diesel No. 2, Ultra Low Sulfur Diesel 2 Company Identification Chevron Products Company Marketing, MSDS Coordinator 6001 Bollinger Canyon Road San Ramon, CA 94583 United States of America Transportation Emergency Response CHEMTREC: (800) 424-9300 or (703) 527-3887 Health Emergency Chevron Texaco Emergency Information Center: Located in the USA International collect calls accepted. (800) 231-0623 or (510) 231-0623 Product Information MSDS Requests: (800) 689-3998 Technical Information: (510) 242-5357 SPECIAL NOTES: This MSDS covers all Chevron and Calco non-GARB Diesel No. 2 Fuels. The sulfur cor,tent is less than 0.5% (mass). Red dye is added to non-taxable fueL (MSDS 6894) SECTION 2 COMPOSITION/INFORMATION ON INGREDIENTS COMPONENTS CAS NUMBER iAMOUNT Diesel Fuel No.2 68476-34-6 '100 %wt/wt Distillates, hydrodesulfurized, middle 64742-80-9 0-100 %wtlwt Distillates, straight run middle (gas oil, light) 64741-44-2 0 -100 %wtlwt Kerosine 8008-20-6 0-25 %wt/wt Kerosine, hydrodesulfurized 64742-81-0 ' 0 -25 %wtlwt Distillates (petroleum), light catalytic cracked 64741-59-9 0-50 %wt/wt Naphthalene 91-20-3 : 0.02-0 2 %wt/wt Total sulfur None ' 0-0.5 %wt/wt ~-~---- --------SECTION 3 HAZARDS IDENTIFICATION I 1 ----------------------------___ j *************************************************************************************************************** EMERGENCY OVERVIEW -COMBUSTIBLE LIQUID AND VAPOR -HARMFUL OR FATAL IF SWALLOWED-MAY CAUSE LUNG DAMAGE IF SWALLOWED -CAUSES SKIN IRRITATION -MAY CAUSE CANCER BASED ON ANIMAL DATA -TOXIC TO AQUATIC ORGANISMS *************************************************************************************************************** IMMEDIATE HEALTH EFFECTS Eye: Not expected to cause prolonged or significant eye irritation. Skin: Contact with the skin causes irritation. Skin contact may cause drying or defatting of the skin. Symptoms may include pain, itching, discoloration, swelling, and blistering. Contact with the skin is not expected to cause an allergic skin response. Not expected to be harmful to internal organs if absorbed through the skin. Ingestion: Because of its low viscosity, this material can directly enter the lungs, if swallowed, or if subsequently vomited. Once in the lungs it is very difficult to remove and can cause severe injury or death. May be irritating to mouth, throat, and stomach. Symptoms may include pain. nausea, vomiting, and diarrhea. Inhalation: Mists of this material may cause respiratory irritation. Symptoms of respiratory irritation may include coughing and difficulty breathing. Breathing this material at concentrations above the recommended exposure limits may cause central nervous system effects. Central nervous system effects may include headache, dizziness, nausea, vomiting, weakness, loss of coordination, blurred vision, drowsiness, confusion, or disorientation. At extreme exposures. central nervous system effects may include respiratory depression, tremors or convulsions, loss of consciousness, coma or death. DELAYED OR OTHER HEALTH EFFECTS: Cancer: Prolonged or repeated exposure to this material may cause cancer. Whole diesel engine exhaust has been classified as a Group 2A carcinogen (probably carcinogenic to humans) by the International Agency for Research on Cancer (IARC). Diesel exhaust particulate has been classified as reasonably anticipated to be a human carcinogen in the National Toxicology Program's Ninth Report on Carcinogens. The National institute of Occupational Safety and Health (NIOSH) has recommended that whole diesel exhaust be regarded as potentially causing cancer. Diesel engine exhaust is known to the State of California to cause cancer. Contains naphthalene, which has been classified as a Group 2B carcinogen (possibly carcinogenic to humans) by the International Agency for Research on Cancer (IARC). See Section 11 for additional information. Risk depends on duration and level of exposure SECTION 4 FIRST AID MEASURES Eye: No specifiC first aid measures are required. As a precaution, remove contact lenses. if worn. and fiush eyes with water. Skin: Wash skin with water immediately and remove contaminated clothing and shoes. Get medical attention if any symptoms develop. To remove the material from skin, use soap and water. Discard contaminated clothing and shoes or thoroughly clean before reuse. Ingestion: If swallowed, get immediate medical attention. Do not induce vomiting. Never give anything by mouth to an unconscious person. Inhalation: Move the exposed person to fresh air. If not breathing, give artificial respiration. If breathing is difficult, give oxygen. Get medical attention if breathing difficulties continue. Note to Physicians: Ingestion of this product or subsequent vomiting may result in aspiration of light hydrocarbon liquid, which may cause pneumonitis. SECTION 5 FIRE FIGHTING MEASURES See Section 7 for proper handling and storage. FIRE CLASSIFICATION: OSHA Classification (29 CFR 1910 1200) Combustible liquid NFPA RATINGS: Health: 0 Flammability: 2 Reactivity: 0 FLAMMABLE PROPERTIES: Flash point: (Pensky-Martens Closed Cup) 52 oc (125 oF) (Min) Autoignition: 257 oc (494 oF) Flammability (Explosive) Limits(% by volume in air): Lower: 0.6 Upper: 4.7 EXTINGUISHING MEDIA: Use water fog. foam, dry chemical or carbon dioxide (C02) to extinguish flames. PROTECTION OF FIRE FIGHTERS: Fire Fighting Instructions: For fires involving this material, do not enter any enclosed or confined fire space without proper protective equipment, including self-contained breathing apparatus. Combustion Products: Highly dependent on combustion conditions. A complex mixture of airborne solids, liquids, and gases including carbon monoxide, carbon dioxide, and unidentified organic compounds will be evolved when this material undergoes combustion. SECTION 6 ACCIDENTAL RELEASE MEASURES Protective Measures: Eliminate all sources of ignition in the vicinity ofthe s-pill or released vapor. If this material is released into the work area, evacuate the area immediately. Monitor area with combustible gas indicator. Spill Management: Stop the source of the release if you can do it without risk. Contain release to prevent further contamination of soil, surface water or groundwater. Clean up spill as soon as possible, observing precautions in Exposure Controls/Personal Protection. Use appropriate techniques such as applying non-combustible absorbent materials or pumping. All equipment used when handling the product must be grounded. A vapor suppressing foam may be used to reduce vapors. Use clean non-sparking tools to collect absorbed material. Where feasible and appropriate, remove contaminated soil. Place contaminated materials in disposable containers and dispose of in a manner consistent with applicable regulations. Reporting: Report spills to local authorities and/or the U.S. Coast Guard's National Response Center at (800) 424-8802 as appropriate or required. SECTION 7 HANDLING AND STORAGE Precautionary Measures: Liquid evaporates ancl forni.s vapof'(fumes) which cim catch fire and burn with explosive force. Invisible vapor spreads easily and can be set on fire by many sources such as pilot lights, welding equipment, and electrical motors and switches. Fire hazard is greater as liquid temperature rises above 29C (85F). Do not get in eyes. on skin, or on clothing. Do not taste or swallow. Do not breathe vapor or fumes. Do not breathe mist. Wash thoroughly after handling. Keep out of the reach of children. Unusual Handling Hazards: WARNING! Do not use as portable heater or appliance fuel. Toxic fumes may accumulate and cause death. General Handling Information: Avoid contaminating soil or releasing this material into sewage and drainage systems and bodies of water. Static Hazard: Electrostatic charge may accumulate and create a hazardous condition when handling this material. To minimize this hazard, bonding and grounding may be necessary but may not, by themselves, be sufficient. Review all operations which have the potential of generating and accumulating an electrostatic charge and/or a flammable atmosphere (including tank and container filling, splash filling, tank cleaning, sampling, gauging, switch loading, filtering, mixing, agitation, and vacuum truck operations) and use appropriate mitigating procedures. For more information, refer to OSHA Standard 29 CFR 1910.106, 'Flammable and Combustible Liquids', National Fire Protection Association (NFPA 77, 'Recommended Practice on Static Electricity', and/or the American Petroleum Institute (API) Recommended Practice 2003, 'Protection Against Ignitions Arising Out of Static, Lightning, and Stray Currents'. General Storage Information: DO NOT USE OR STORE near heat, sparks, fiames, or hot surfaces. USE AND STORE ONLY IN WELL VENTILATED AREA. Keep container closed when not in use. Container Warnings: Container is not designed to contain pressure. Do not use pressure to empty container or it may rupture with explosive force. Empty containers retain product residue (solid, liquid, and/or vapor) and can be dangerous. Do not pressurize, cut. weld, braze, solder, drill, grind, or expose such containers to heat, flame, sparks, static electricity, or other sources of ignition. They may explode and cause injury or death. Empty containers should be completely drained, properly closed, and promptly returned to a drum reconditioner or disposed of properly. SECTION 8 EXPOSURE CONTROLS/PERSONAL PROTECTION GENERAL CONSIDERATIONS: Consider the potential hazards of this material (see Section 3), applicable exposure limits, job activities, and other substances in the work place when designing engineering controls and selecting personal protective equipment. If engineering controls or work practices are not adequate to prevent exposure to harmful levels of this material, the personal protective equipment listed below is recommended. The user should read and understand all instructions and limitations supplied with the equipment since protection is usually provided for a limited tirne or under certain circumstances. ENGINEERING CONTROLS: Use process enclosures, local exhaust ventilation, or other engineering controls to control airborne levels below the recommended exposure limits. PERSONAL PROTECTIVE EQUIPMENT Eye/Face Protection: No special eye protection is normally required. Where splashing is possible, wear safety glasses with side shields as a good safety practice. Skin Protection: Wear protective clothing to prevent skin contact. Selection of protective clothing may include gloves, apron. boots. and complete facial protection depending on operations conducted. Suggested materials for protective gloves include: Chlorinated Polyethylene (or Chlorosulfonated Polyethylene), Nitrile Rubber, Polyurethane, Viton. Respiratory Protection: Determine if airborne concentrations are below the recommended occupational exposure limits for jurisdiction of use. If airborne concentrations are above the acceptable limits. wear an approved respirator that provides adequate protection from this material, such as: Air-Purifying Respirator for Organic Vapors. When used as a fuel, this material can produce carbon monoxide in the exhaust. Determine if airborne concentrations are below the occupational exposure limit for carbon monoxide. If not, wear an approved positive-pressure air- supplying respirator. Use a positive pressure air-supplying respirator in circumstances where air- purifying respirators may not provide adequate protection. Occupational Exposure Limits: _compo-nen-t· -------r.a.g·e-Ocy .Diesel Fuel No.2 ACGIH __ ~"0_;.._---~~ · ·· :sn:L~ ~~~:ili_"-(J__~_tat;;;_n~~~-! 100 mg/m3 1 --Skin A3 total ' I ' I 1hydrocarbon ; ··· · · ··· · --,--------·······r·----~-,-------·-1 Diesel Fuel No.2 Kerosine CVX ACGIH --, 1000 mg/m3 ,--1--I -,--·-· --··-·-· ---, --.--------------r-·----~-~------ 200 mg/m3 '--:-- 1 skin A3 Total r ' I • 1 hydrocabon 1 ,vapor Kerosine CVX ACGIH --------,-------- 1000 mg/m3 '--:-- Kerosine, hydrodesulfurized Kerosine, hydrodesulfurized Naphthalene Naphthalene cvx ACGIH OSHA Z-1 200 mg/m3 10 ppm (weight) 50 mg/m3 ,1000 mg/m3 -- 15 ppm (weight) SECTION 9 PHYSICAL AND CHEMICAL PROPERTIES ----.,----- ,Skin A3 Total, ,hydrocabon :vapor ·T·---- ------.Skin Attention: the data below are typical values and do not constitute a specification. Color: Varies depending on specification Physical State: Liquid Odor: Petroleum odor pH: Not Applicable Vapor Pressure: 0.04 kPa (Approximate)@ 40 'C (104 'F) Vapor Density (Air= 1): >1 Boiling Point: 175.6'C (348'F)-370'C (698'F) Solubility: Soluble in hydrocarbons; insoluble in water Freezing Point: Not Applicable Melting Point: Not Applicable Specific Gravity: 0.8-0.88@ 15.6'C (60.1'F) (Typical) Viscosity: 1.9 eSt-4.1 eSt@ 40'C (104'F) SECTION 10 STABILITY AND REACTIVITY Chemical Stability: This material is considered stable under normal ambient and anticipated storage and handling conditions of temperature and pressure. Incompatibility With Other Materials: May react with strong acids or strong oxidizing agents, such as chlorates, nitrates, peroxides, etc. Hazardous Decomposition Products: None known (None expected) Hazardous Polymerization: Hazardous polymerization will not occur. -----------~----1-SECTION 11 TOXICOLOGICAL INFORMATION ' ' IMMEDIATE HEALTH EFFECTS Eye Irritation: The eye irritation hazard is based on evaluation of data for similar materials or product components. Skin Irritation: The skin irritation hazard is based on evaluation of data for similar materials or product components. Skin Sensitization: This material did not cause skin sensitization reactions in a Buehler guinea pig test. Acute Dermal Toxicity: LD50: >5mllkg (rabbit). Acute Oral Toxicity: LD50: > 5 mllkg (rat) Acute Inhalation Toxicity: 4 hour(s) LC50: > 5mgll (rat). ADDITIONAL TOXICOLOGY INFORMATION: This product contains gas oils. CONCA WE (product dossier 95/1 07) has summarized current health, safety and environmental data available for a number of gas oils, typically hydrodesulfurized middle distillates, CAS 64742- 80-9, straight-run middle distillates, CAS 64741-44-2, and/or light cat-cracked distillate CAS 64741-59-9. CARCINOGENICITY: All materials tested have caused the development of skin tumors in mice, but all featured severe skin irritation and sometimes a long latency period before tumors developed. Straight-run and cracked gas oil samples were studied to determine the influence of dermal irritation on the carcinogenic activity of middle distillates. At non-irritant doses the straight-run gas oil was not carcinogenic, but at irritant doses, weak activity was demonstrated. Cracked gas oils, when diluted with mineral oil, demonstrated carcinogenic activity irrespective of the occurrence of skin irritation. Gas oils were tested on male mice to study tumor initiating/promoting activity. The results demonstrated that while a straight-run gas oil sample was neither an initiator or promotor, a blend of straight-run and FCC stock was both a tumor initiator and a promoter. GENOTOXICITY: Hydrotreated & hydrodesulfurized gas oils range in activity from inactive to weakly positive in in-vitro bacterial mutagenicity assays. Mouse lymphoma assays on straight-run gas oils without subsequent hydrodesulphurization gave positive results in the presence of S9 metabolic activation. In-vivo bone marrow cytogenetics and sister chromatic exchange assay exhibited no activity for straight-run components with or without hydrodesulphurization. Thermally or catalytically cracked gas oils tested with in-vitro bacterial mutagenicity assays in the presence of S9 metabolic activation were shown to be mutagenic. In-vitro sister chromatic exchange assays on cracked gas oil gave equivocal results both with and without S9 metabolic activation. In-vivo bone marrow cytogenetics assay was inactive for two cracked gas oil samples. Three hydrocracked gas oils were tested with in-vitro bacterial mutagenicity assays with S9, and one of the three gave positive results. Twelve distillate fuel samples were tested with in-vitro bacterial mutagenicity assays & with S9 metabolic activation and showed negative to weakly positive results. In one series, activity was shown to be related to the PCA content of samples tested. Two in-vivo studies were also conducted. A mouse dominant lethal assay was negative for a sample of diesel fuel. In the other study, 9 samples of No 2 heating oil containing 50% cracked stocks caused a slight increase in the number of chromosomal aberrations in bone marrow cytogenetics assays. DEVELOPMENTAL TOXICITY: Diesel fuel vapor did not cause fetotoxic or teratogenic effects when pregnant rats were exposed on days 6-15 of pregnancy. Gas oils were applied to the skin of pregnant rats daily on days 0-19 of gestation. All but one (coker light gas oil) caused fetotoxicity (increased resorptions, reduced litter weight, reduced litter size) at dose levels that were also maternally toxic. This product contains naphthalene. GENERAL TOXICITY: Exposure to naphthalene has been reported to cause methemoglobinemia and/or hemolytic anemia, especially in humans deficient in the enzyme glucose-6-phosphate dehydrogenase. Laboratory animals given repeated oral doses of naphthalene have developed cataracts. REPRODUCTIVE TOXICITY AND BIRTH DEFECTS: I J Naphthalene did not cause birth defects when administered orally to rabbits, rats, and mice during pregnancy, but slightly reduced litter size in mice at dose levels that were lethal to the pregnant females. Naphthalene has been reported to cross the human placenta. GENETIC TOXICITY: Naphthalene caused chromosome aberrations and sister chromatid exchanges in Chinese hamster ovary cells, but was not a mutagen in several other in-vitro tests. CARCINOGENICITY: In a study conducted by the National Toxicology Program (NTP), mice exposed to 10 or 30 ppm of naphthalene by inhalation daily for two years had chronic infiammation of the nose and lungs and increased incidences of metaplasia in those tissues. The incidence of benign lung tumors (alveolar/bronchiolar adenomas) was significantly increased in the high-dose female group but not in the male groups. In another two-year inhalation study conducted by NTP, exposure of rats to 10, 30, and 60 ppm naphthalene caused increases in the incidences of a variety of nonneoplastic lesions in the nose. Increases in nasal tumors were seen in both sexes, including olfactory neuroblastomas in females at 60 ppm and adenomas of the respiratory epithelium in males at all exposure levels. The relevance of these effects to humans has not been established. No carcinogenic effect was reported in a 2-year feeding study in rats receiving naphthalene at 41 mg/kg/day. This product may contain significant amounts of Polynuclear Aromatic Hydrocarbons (PAH's) which have been shown to cause skin cancer after prolonged and frequent contact with the skin of test animals. Brief or intermittent skin contact with this product is not expected to have serious effects if it is washed from the skin. While skin cancer is unlikely to occur in human beings following use of this product, skin contact and breathing, of mists, vapors or dusts should be reduced to a minimum. SECTION 12 ECOLOGICAL INFORMATION ECOTOXICITY 96 hour(s) LC50: 21-210 mg/1 (Salmo gairdneri) 48 hour(s) EC50: 20-210 mg/1 (Daphnia magna) 72 hour(s) EC50: 2.6-25 mg/1 (Raphidocellus subcapitata) This material is expected to be toxic to aquatic organisms. ENVIRONMENTAL FATE On release to the environment the lighter components of diesel fuel will generally evaporate but depending on local environmental conditions (temperature, wind, mixing or wave action, soil type, etc.) the remainder may become dispersed in the water column or absorbed to soil or sediment. Diesel fuel would not be expected to be readily biodegradable. In a modified Strum test (OECD method 301 B) approximately 40% biodegradation was recorded over 28 days. However, it has been shown that most hydrocarbon components of diesel fuel are degraded in soil in the presence of oxygen. Under anaerobic conditions, such as in anoxic sediments, rates of biodegradation are negligible. SECTION 13 DISPOSAL CONSIDERATIONS Use material for its intended purpose or recycle if possible. This material, if it must be discarded, may meet the criteria of a hazardous waste as defined by US EPA under RCRA (40 CFR 261) or other State and local regulations. Measurement of certain physical properties and analysis for regulated components may be necessary to make a correct determination. If this material is classified as a hazardous waste, federal law requires disposal at a l1censed hazardous waste disposal facility. SECTION 14 TRANSPORT INFORMATION The description shown may not apply to all shipping situations. Consult 49CFR, or appropriate Dangerous Goods Regulations, for additional description requirements (e.g., technical name) and mode-specific or quantity-specific shipping requirements. DOT Shipping Description: GAS OIL, Combustible Liquid, UN1202,111 IMO/IMDG Shipping Description: GAS OIL,3,UN1202,111, FLASH POINT SEE SECTION 5 ICAO/IATA Shipping Description: GAS OIL,3,UN1202,111, ---· ----------·-. ··---------------------~---------~--------------~------ SECTION 15 REGULATORY INFORMATION EPCRA 311/312 CATEGORIES: 1. Immediate (Acute) Health Effects: YES 2. Delayed (Chronic) Health Effects: YES 3. Fire Hazard: YES 4. Sudden Release of Pressure Hazard: NO 5. Reactivity Hazard: NO REGULATORY LISTS SEARCHED: 01-1~1ARC Group 1 01-2A~IARC Group 2A 01-2B~IARC Group 26 02~NTP Carcinogen 03;EPCRA 313 04;CA Proposi1ion 65 QS;MA RTK 06;NJ RTK 07;PA RTK The following components of this material are found on the regulatory lists indicated. Diesel Fuel No. 2 07 Distillates, straight run middle (gas oil, light) 06 Kerosine 05, 06, 07 Naphthalene 01-28, 02, 03, 04, 05, 06, 07 CERCLA REPORTABLE QUANTITIES(RQ)/EPCRA 302 THRESHOLD PLANNING QUANTITIES(TPQ): Component Naphthalene CHEMICAL INVENTORIES: Component RQ Component TPQ 100 lbs None Product RQ 55556 lbs All components comply with the following chemical inventory requirements: AICS (Australia), DSL (Canada), EINECS (European Union), IECSC (China), KECI (Korea), PICCS (Philippines), TSCA (United States). NEW JERSEY RTK CLASSIFICATION: Refer to components listed in Section 2. Under the New Jersey Right-to-Know Act L. 1983 Chapter 315 N.J.S.A. 34:5A-1 et. seq., the product is to be identified as follows: DIESEL FUEL WHMIS CLASSIFICATION: Class B, Division 3: Combustible Liquids Class D. Division 2, Subdivision A: Very Toxic Material- Carcinogenicity Class D, Division 2, Subdivision B: Toxic Material - Skin or Eye Irritation ~---------------SECTION 16 OTHER INFORMATION ___ _] NFPARATINGs:-1-ieaiih:o--F'Tammabiiity: 2 Reactivity: o --- (0-Least, 1-Siight, 2-Moderate, 3-High, 4-Extreme, PPE:-Personal Protection Equipment Index recommendation,·-Chronic Effect Indicator). These values are obtained using the guidelines or published evaluations prepared by the National Fire Protection Association (NFPA) or the National Paint and Coating Association (for HMIS ratings). Additional Product Number(s): CPS225114, CPS225115, CPS225150, CPS266176, CPS270005, CPS270094, CPS270095, CPS270096, CPS271006, CPS272093, CPS272102. CPS272126, CPS272152, CPS272185, CPS272190, CPS272195, CPS272593, CPS272601. CPS272693, CPS272793, CPS273003, CPS273030, CPS273053, CPS275000 REVISION STATEMENT: This revision updates the following sections of this Material Safety Data Sheet: 1, 8 Revision Date: 02/14/2006 ABBREVIATIONS THAT MAY HAVE BEEN USED IN THIS DOCUMENT: TLV-Threshold Limit Value STEL-Short-term Exposure Limit ACGIH -American Conference of Government Industrial Hygienists API -American Petroleum Institute CVX-Chevron Texaco DOT-Department of Transportation (USA) IARC -International Agency for Research on Cancer TWA-Time Weighted Average PEL-Permissible Exposure Limit CAS -Chemical Abstract Service Number IMO/IMDG -International Maritime Dangerous Goods Code MSDS -Material Safety Data Sheet -. ----- NFPA-National Fire Protection Association (USA) NTP-National Toxicology Program (USA) OSHA-Occupational Safety and Health Administration Prepared according to the OSHA Hazard Communication Standard (29 CFR 191 0.1200) and the ANSI MSDS Standard (Z400. 1) by the Chevron Texaco Energy Research & Technology Company, 100 Chevron Way, Richmond, California 94802. The above information is based on the data of which we are aware and is believed to be correct as of the date hereof. Since this information may be applied under conditions . beyond our control and with which we may be unfamiliar and since data made available . subsequent to the date hereof may suggest modifications of the information, we do not assume any responsibility for the results of its use. This information is furnished upon condition that the person receiving it shall make his own determination of the suitability of , the material for his particular purpose. i ---·-·-· . ' ·-------------~--·----------·-·------·-·-------·---··--··----------------.1 OD5365E I 22 too,-TYP I 84I _2445 TYP I A J l:Sl.~ J TYP 49.5 FLUID GENERATOR RETAINHENT BASIN CAPPROX. 71 LITER- 19 GALLON CAPACITY> RUPTURE BASIN (APPRDX. 1048 UTER- 277 GALLON CAPACITY) 0 FLU[D CONTAINMENT TOTAL CAPACITY CAPPROX. 1119 UTERS- 296 GALLONS) L 1936 s4a.s l/ 14.3 X 25.4 SLOT I TYP I TOP &. BOTTOM C20) TOTAL FUEL RETURN 3" NPT PRlMARY® ~ "~ '"''' """' ~""'~ FUEL SUPPLY EMERGENCY VENT VI Ct-ECK VALVE 1 l/4'NPT PIPE PLUG 1-ND FUSIBLE LINK 1 r CUSTG<ER 0 SPFETY SHUT DPTID I'" OFF VALVE SENS~ 1- FUEL FILL • \ ~J~ ~ 1----- ------ -- -- ----- 972.5 TYP I\ '\..__NORMAL VENT 1079.5 l129.5 \__ FLEL GAUGE AND 1263.5 TYP SE1'JDER TO E-PANEL 1409.5 359 (ELECTRICA L STUP UP AREA-REMDVABL E STUP-UP 01 SHO\JN) AR£A £ND PLATE N ll TYP 94 30t5 A j TrP 17,-TYP 59 470.5 GENERATOR FLUfD RETAINHENT BAS1N LEAK DETECTrDN SWlTCH <PROVIDES ALARM AT E-PANEL VHEN RETAJNMENT BASJN IS APPROXIMATELY 50X Fl.JLU ® 3" NPl SEC[J\JDARY CDNTA!Nio1ENT EMERGENCY VENT SECONDARY CDNTA[NMENT LEAK DETECTION S\IITCH -------------~-----------~-· ~--··- OGC610 101906 (35.6 7'1 ' •1136.8 (44.75' ' / '-/ •315.7' ...__ --~ (12.43'1 ...._J TO THE CENTER OF EXHAUST FLANGE SHOULD BE REFERENCE FOR OPEN SET ONLY. •• BASE MOUNTING HOLES ~14.27 (~0.56'1 TOP OR PI AN FOR BASE MOUNTING LOCATIONS. 10 HOLES BOTTOM AIR 709 (27.91'1 R20 X 69 TALL [R0.75' X LIFTING EYES (4 PLACESJ -'~. AIRDUCT COUTS DUCT PTER rE m 153.35 (6.04 [21.26'] 1TOR DRAIN 2.48'1 RAIN TYP. ~---231;0 [92.91'1 FRAME I 331 [ !DEl I •J--I ~-+-- I I 13.03'] I . . - 56 J AIRl 9. UCT I 73 0 74') [28. J RApiATDR ENp VIEW WITH AIR DUCT ADAPTER SIZE B D3.0L LVL 2A OG0610 COMPUTERIZED STRUCTURAL DESIGN, S.C. 5600 S. Quebec St., Ste. 150-0 Englewood, CO 80112 Phone (303) 662-0665 Fax (303) 662-0667 CONSULTING ENGINEERS MILWAUKEE • DENVER Structural Calculations: Project: C03 NE W CASTLE SMR CELL SITE GLEN WOOD SPRINGS, CO GARFIELD COUNTY Prepare d for: T-REX ARCHITEX 146 Madison St., Ste 200 D e nver, CO 80206 CSD Project No: J084191 S COMPUTERIZED STRUCTURAL DESIGN, S.C. CONSULTING ENGINEERS MILWAUKEE, DENVER 5600 S. Quebec St., Ste. 150-D Greenwood Village, CO 80111 303-662-0665 FAX 303-662-0667 " Project N e::IA\ CA---.E.-'T·L€:.. Job No:--J"§S~ V\ \ By -+~_,'\,to==::.__ ______ _ Date Page of ' I v ~L.__§. (cl-ePafl.-"' ~ ~~~~~ fc;-~P= .3-ooo F-PV N.-:>~lc"\ {__?'(LA.c,~ bt--'1.. <:./ b I oee:.P ~ - w( ~~<:...'1-U~ ~ ~ • :;; \-4-A<V----~ PL->-1 ._.j .t' f;-2.......-~~ p·G- ~\'--\;.:> (..r r""~· l S'"-.'? ~"$(-... ( \ ?>--1 I~ fl. \ \a 0U ..-f-o ..-). S COMPUTERIZED STRUCTURAL DESIGN, S.C. CONSULTING ENGINEERS MILWAUKEE, DENVER 5600 S. Quebec St., Ste. 150-D Greenwood Village, CO 80 Ill 303-662-0665 FAX 303-662-0667 ~I"" ~~lr41:r: Job No. ::f G 6"<'\:.\<-'\ I By __rW~t."------- Date g ie-611 Page '2..-of (.~-,) '\-L--_. ( \ t..o ...lr <\o) ('t..) -... ..3-'Z--+-B.o ?-II "L-~ 1 OQO-.fl-. \~fi--~-----~ .•. ,/',._ c.l-I v.IJ ~ 5la ~ t.. '1) --~-<; ').-~~ c~~; -.... , "5lo e ~ S COMPUTERIZED STRUCTURAL DESIGN, S.C. CONSULTING ENGINEERS MILWAUKEE, DENVER 5600 S. Quebec St., Ste. 150-D Greenwood Village, CO 80 Ill 303-662-0665 FAX 303-662-0667 T/~ ""'""'""\...~ Project l-}¢1 ,.o Job No.1o*ly I Date 1 {D4 I loo-o t a .... '""-I~ i~ 11 ,n· ~· (f\ l -----t ----===}.) 0 vJ ~ (_ /::s-r& ,_) e. f?-.."W <2-) '=' ,2,'.Jo DC> *'- y:·-(2,, t"--'\ P.-c>'J.:. "\.S ("-) By 0 t Page~ of ,. ·+ / / I " I -<.,. _, -+ S COMPUTERIZED STRUCTURAL DESIGN, S.C. CONSULTING ENGINEERS MILWAUKEE, DENVER 5600 S. Quebec St., Ste. 150·D Greenwood Village, CO 80111 303-662-0665 FAX 303-662-0667 Job No. :S'JJ 'i:?Ftt> 1..9 I By _jJ\)""""tS=------- Date 1/ <D '1 Page _A._ of ~ l 6-12---~) ~ \ SlJ (. G. 'l) ( ~} z 3~='+W1 lVlJ = ~(.oo ~' .v-'l l ~:cS\. . .1-1 ' <> f f>rLJ) .,., \-:;-a (. s) ""' 1 q r .s f' Ll.l.-) "'-"'\... p,g. ;- w L~ L•v<L} ~ \ "Ls--p>t"· ( \.!,) = '2...= r ..$F v-~ <-"'" ~) = t s-·o l· s-') ...,_ 1 >S r 6 F-( " '1.--) "" Cl..,. f.!.~'- (_ ~ G>Df-') -.:: (lb.+ t\-<>J ( l,p ) ::f'., .0... \.,. + 'Z4 o k_ t't .. :)-.V.-' \).\ ~><v.-!:. ~ G--z..-""" • o q -1-(. 0'\ -1-• 1 ~::>) ""' • 2J e,j'--lt (o L-~ ~ 1 '0 ) f~'~'-t ~~~t- 0~, I· . ~~::r t (.,~ L" -u---l ~~--i---- 11-11-• 4o 1.1..~ • 4:+.3> I. 0 ----• fl4 "!> ~----_HM, __ l ,~_.;--~-'----- 1.<>>" 1.1A- • pi$< --\I." ~ ."' & "' (,:s~). .1:. :3 .• 33Z.. ~ I' 1. 4 "\ (~(2-U) ~ \ .()>1 1<- S COMPUTERIZED STRUCTURAL DESIGN, S.C. CONSULTING ENGINEERS MILWAUKEE, DENVER 5600 S. Quebec St., Ste. 150-D Greenwood Village, CO 80111 303-662-0665 FAX 303-662-0667 ,, f!!-jO D·G.., Project h)-e.,~ C P.-1:> '\ L.-8 Job No.-::5bs4 1'-121 By _Ju~e:=--~~~~~- Date :S (o:<t Page 5 of ~ '"1:71,/. ~-e • (,~ ~ I * •. 'G -I 3'.1<;'0 . ~l~¥-"•-c 2.~4-" r D :'>.<\ 't\ ~ € ~'-"'\ o y.A ~WI e__p.,..(Jp..·0 '\-\.( . cl ..,.. z . :P I ~ P.,., .5> I for "" ~ :z.. <\-, ,. "'/ ~/ ( \1.,--;-. z . '?:>! ) "' • ee 4. ,", v.S.C "t, 11 ~'-~U"<6 v:,j ~ ~ 1 o'' = . <!.. • v->1 1. ~ ""1"\::> p U\-.1 E;y2_ 8 COMPUTERIZED STRUCTURAL DESIGN, S.C. CONSULTING ENGINEERS '-.MILWAUKEE, DENVER 5600 S. Quebec St., Ste. 150-D Greenwood Village, CO 80 Ill 303-662-0665 FAX 303-662-0667 Project ~)'el19 ~~ Job No.S c etA-\"'' I By ---Jlu\~\!',;2._ _____ _ Date cJ(/ o~ Page Ll of vJ (:0-t-L. + .;:;) ::=-I So -\-:::,<=>.o + ~) -t ~ 'l.:f ·r I 'Z. 5 l__"') + 'l ;:;· ( 2-) -+" ( ~ kH--z.Ao) ~ 'i.P "\ I..D ~ '2-5'.::> -k -z.&.a """ \ • \ "'' "-/i = 1<-.. S COMPUTERIZED STRUCTURAL DESIGN, S.C. CONSULTING ENGINEERS MILWAUKEE, DENVER 5600 S. Quebec St., Ste. 150-D Greenwood Village, CO 80111 303-662-0665 FAX 303-662-0667 Project t-)8-» (A? ~ Job No. SC:> ~ \ "\ I By -~w.<Jf-.""------- Date "'1/ = 8 Page ____:j__ of 0~-e.-;:31.~/'?...--..... 16.1~ ~'\j <Y -;::. (-.IS J (_ 2-) ("'oe>O) ~[s)(J,!:J,-) ""-~'?:>. tJ.// 2--.=.-1 t.. :1 ,,__ <;;5~ W l£. e:>PJJ -=-I. d.. ltf' (/\ t.-s~ f'A) ) ""' , • 1-> \Lo p '1,_, lc&~) = -1'-'-'' .__<;~~\&-~--~~--- I I '2.. y \ 0 s '\YZ-\ (' ~(, . 1-1'- ·········t !, 9/11/2008 C03 NEW CASTLE GLENWOOD SPRINGS, CO CSD PROJECT: J084191 Wind and Seismic loads per the ASCE Standard 7-02 Minimum Design Loads for Buildings and Other Structures (2002 ed.) Loads are per the code supplied maps: Method 2 Analytical Procedure Section 6.5 .1·'' . '"'-.:_ lli1 1\\'1§ 1!11\1 ~ -11111 B1 GCpi := .18 his the height of the building. must be less than 60 feet. Average Eave Ht. Lis the short dimension of the building, B is average Table 6-1 for category I Per Table 1-1 90 MPH per ASCE MAP, 3 second gust Gust factor per 6.5.8.1 per 6.5.7.2 local topographical effect. Exp. B fig 1619.1 Table 6-3, 30ft. Exp. B fig 1619.1 per Table 6-3, 30ft Per Table 6-4 Equation 6-15 Internal pressure per Figure 6-5, Enclosed Bldg Cpww := .8 Windward coefficient Wall coefficients per Fig 6-<3 Cpsw := -.7 Sidewall coeficient L L B:=-- B L B = 0.8 B B L := -B L = 1.2 - L CplwonB := if(L_B,; 1 ,-.5,if(L_B,; 2,-J,if(L_B > 4,-.2,-.3))) CptwonB = -0.5 Cp1wonL := if(B_L,; 1 ,-.5,if(B_L,; 2,-.3 ,if(B_L > 4,-.2,-.3))) Cp1wonL = -0.3 Cprl := -.9 Cpr2 := -.5 Cpr3 := -.3 Leeward acting on B face Leeward acting on L face Roof coefficient 1 9/11/2008 1 IBC 2003 (ASCE 7-02) Wind.xmcd 9/11/2008 C03 NEW CASTLE GLENWOOD SPRINGS, CO CSD PROJECT: J084191 Forces for the Main Wind Force Resisting system, figure 6-6 Proof! := %-( G·Cpr1 -GCpi) Proof2 := %·( G·Cpr2-GCpi) Proof3 := %·( G·Cpr3 -GCpi) Walls, internal pressure added to wind suction Proof!= -14.2 Proof2 = -9.1 Proof3 = -6.5 Pswall := Qh·l-(G-Cpsw-GCpi) Pswall = -11.6 Pwwall := Qz·( G·Cpww-GCpi) Pwwall = 7.5 P1wa1IB := %·( G·CplwonB -GCpi) P1wa!IL := %·( G·CplwonL-GCpi) Walls, internal pressure added to wind pressure P1waiiB = -9.1 P1wa11L = -6.5 ~= Qh·l·( G·Cpsw + GCpi) Pswall = -6.2 .~= Qz·(G-Cpww + GCpi) Pwwall = 12.9 ~:= %'( G·Cp1wonB + GCpi) ~= %'(G·Cp1wonL + GCpi) Pbracing_B := Pwwall-P1wal!B Pbracing_L := Pwwall-P1wal!L P1wa!IB = -3.7 P1wa11L = -1.1 Pbracing_B = 16.6 Pbracing_ L = 14 Within 30ft of edge 30 ft. to 60 ft. from edge Further than 60 from edge Suction on B face Suction on L face Suction on B face Suction on L face Bracing on each Face Per the commentary to section 6.2 (Effective wind area) the wind pressure may be calculated based on a minimum tributary width equal to 1/3 the the length of the member. Figure 6-11A applies for buildings less than 60 feet high. x:= .9 note: if the roof slope is less than 10 degrees x is .9 otherwise x =1. Wall components and cladding Figure 6-11 Walls, !rib area= 10 sqf GCpw5s := -1.4·x P := %·( GCpw4s-GCpi) R,_:= Qh·( GCpw5s-GCpi) R,_:= %·(GCpw4p + GCpi) R,_:= %·( GCpw5p + GCpi) p = -17.5 p = -21.6 p = 16.2 p = 16.2 GCpw4p := l.·x GCpw5p := l.·x typical, suction 10 sqf edges, suction 10 sqf typical, pressure 10 sqf edges, pressure 10 sqf 2 9/11/2008 2 IBC 2003 (ASCE 7-02) Wind.xmcd 9/11/2008 Wall components and cladding C03 NEW CASTLE GLENWOOD SPRINGS, CO CSD PROJECT: J084191 Figure 6-11 Walls, trib area= 20 sqf ~:~ -1.05·x ~:~ -1.3·x ~:~.95·x ~:~.95·x _t:~ %·( GCpw4s-GCpi) P~-16.9 typical, suction 20 sqf _t:~ %·( GCpw5s-GCpi) p ~ -20.2 edges, suction 20 sqf _t:~ %·( GCpw4p + GCpi) p ~ 15.5 typical, pressure 20 sqf _t:~ %·( GCpw5p + GCpi) p ~ 15.5 edges, pressure 20 sqf Wall components and cladding Figure 6-11 Walls, trib area= 50 sqf ~:~-.95·x ~:~-1.15·x _t:~ %·(GCpw5s-GCpi) _t:~ qh-( GCpw4p + GCpi) p ~ -15.5 p ~ -18.2 p ~ 14.8 p ~ 14.8 ~:~.9·x ~:~.9·x typical, suction 50 sqf edges, suction 50 sqf typical, pressure 50 sqf edges, pressure 50 sqf Wall components and cladding Figure 6-11 Walls, trib area= 100 sqf ~:~ -.92·x ~:~ -1.05·x _t:~ %·( GCpw4s-GCpi) P ~ -15.1 _t:~ %·(GCpw5s-GCpi) _t:~ %·(GCpw4p + GCpi) _t:~ %·( GCpw5p + GCpi) p ~ -16.9 p ~ 13.5 p ~ 13.5 ~:~.8·x ~:~.8·x typical, suction 100 sqf edges, suction 100 sqf typical, pressure 100 sqf edges, pressure 100 sqf Wall components and cladding Figure 6-11 Walls, trib area= 200 sqf ~:~ -.90·x ,.Q.,~~:~ -.95·x _t:~ %·(GCpw4s-GCpi) P ~ -14.8 _t:~ %·( GCpw5s-GCpi) _t:~ %·( GCpw4p + GCpi) P~-15.5 p ~ 12.8 ~:~.75·x ~:~.75·x typical, suction 200 sqf edges, suction 200 sqf typical, pressure 200 sqf 3 9/11/2008 3 IBC 2003 (ASCE 7 -02) Wind.xmcd 9/11/2008 C03 NEW CASTLE GLENWOOD SPRINGS, CO CSD PROJECT: J084191 p = 12.8 edges, pressure 200 sqf Wall components and cladding Figure 6-11A Walls, !rib area= 500 sqf ~:=-.80·x ~~:=-.8·x ·~· ~:=.7·x ~:=.7·x R,_:= %·(GCpw4p + GCpi) R,_:= %·(GCpw5p + GCpi) Roof component and cladding GCpr1 := -.9 GCpr2 := 0. -1.1 GCpr3p := .2 GCpr3 := 0. -1.1 Pt := %·( GCprl -GCpi) Pz := % · ( GCpr2 -GCpi) P3 := %·( GCpr3 -GCpi) P3p := %·( GCpr3p + GCpi) Roof component and cladding ~=-I. ~= 0.-1.8 ~=.3 ~=0.-2.8 R+,:= %-( GCprl -GCpi) J!k:= %·( GCpr2-GCpi) J'J._:= %·( GCpr3 -GCpi) ~:= %·( GCpr3p + GCpi) p = -13.5 p = -13.5 p = 12.1 p = 12.1 typical, suction 500 sqf edges, suction 500 sqf typical, pressure 500 sqf edges, pressure 500 sqf Figure 6-11 B Roof, trib area = 100 sqf and greater Pt =-16.2 typical, uplift Pz = -19.2 edges, uplift p3 = -19.2 corners, uplift P3p = 5.7 all, pressure Figure 6-118 Roof, !rib area= 10 sqf and less Pt =-17.7 typical, uplift Pz = -29.7 edges, uplift p3 = -44.6 corners, uplift P3p = 7.2 all, pressure 4 9/11/2008 4 IBC 2003 (ASCE 7-02) Wind.xmcd 9/11/2008 C03 NEW CASTLE 5 GLENWOOD SPRINGS, CO CSD PROJECT: J084191 9/11/2008 5 IBC 2003 (ASCE 7-02) Wind.xmcd T CTLITHOMPSON GEOTECHNICAL INVESTIGATION VERIZON CELL SITE C03 NEW CASTLE 319 COUNTY ROAD 138 GLENWOOD SPRINGS, COLORADO Prepared For: T-REX ARCHITEX 146 Madison Street Suite 200 Denver, Colorado 80206 Attention: Ms. Barbara Jojola Project No. DN43,775-125 September 2, 2008 1971 West 12th Avenue I Denver, Colorado 80204 I Telephone: 303-825-0777 Fax: 303-825-4252 TABLE OF CONTENTS SCOPE ................................................................................................................................ 1 SUMMARY OF FINDINGS AND CONCLUSIONS ............................................................. 1 SITE CONDITIONS ............................................................................................................. 2 PROPOSED CONSTRUCTION ......................................................................................... 2 INVESTIGATION AND SUBSURFACE CONDITIONS ..................................................... 2 SITE DEVELOPMENT ........................................................................................................ 3 Excavation ............................................................................................................. 3 Fill Placement ........................................................................................................ 4 FOUNDATION .................................................................................................................... 4 BELOW-GRADE WALLS ................................................................................................... 5 SLAB CONSTRUCTION .................................................................................................... 6 CONCRETE ........................................................................................................................ 6 SURFACE DRAINAGE ....................................................................................................... 7 LIMITATIONS ..................................................................................................................... 7 FIG. 1-LOCATION OF EXPLORATORY BORING FIG. 2-SUMMARY LOG OF EXPLORATORY BORING FIG. 3-SWELL CONSOLIDATION TEST RESULTS TABLE 1-SUMMARY OF LABORATORY TEST RESULTS T -REX ARCHJTEX VERIZON CELL SITE, C03 NEW CASTLE CTL IT PROJECT NO. DN43,775-125 S:\PROJECTSION43775.000\125\2. Reports\R1\DN43775·125·R1.doc SCOPE This report presents the resu Its of our Geotechnical Investigation for the generator pad addition to the Verizon Cell Site at 319 County Road 138 in Glenwood Springs, Colorado (Fig. 1). The site is known as C03-New Castle. The purpose of our investigation was to evaluate subsurface conditions at the site and provide geotechnical design and construction criteria for the proposed generator addition. The scope was described in our Service Agreement (No. DN 08-0476) dated June 16, 2008. This report includes a description of subsurface conditions found in our exploratory boring, results offield and laboratory tests, engineering characteristics of the subsoils, and our opinions and recommendations regarding geotechnical design criteria for the proposed construction. A summary of our findings and conclusions is presented below, with more complete descriptions and recommendations included in the report. Assessment of environmental conditions was not within the scope. SUMMARY OF FINDINGS AND CONCLUSIONS 1. Subsoil conditions encountered in our boring generally consisted of 6 feet of sandy clay underlain by silty sand to a maximum explored depth of 25 feet. The clay has a porous structure and a sample compressed significantly, or collapsed, when wetted. The presence of fill is likely around the existing structure. Fill may be encountered during excavation Ground water was not encountered during drilling and the test hole was backfilled immediately after drilling. Ground water is not expected to affect construction or the performance of foundations or floor systems. 2. Based on the soils encountered in our investigation we recommend the equipment shelter be constructed on a footing foundation supported on the sands at a depth of about 6 feet. The footings should not be supported on the sandy clay or fill (if encountered). Circular footings (drilled pads) may be used. In order to bottom footings on the sand, the design and excavation should avoid undermining existing foundations. Design and construction criteria for spread footings are discussed in the report. 3. Our boring encountered compressible clays and non-expansive sands. Plans provided indicate up to 1 foot of fill will be placed below slabs. If the slab is constructed on the newly placed fill over the collapsible clay slab movements on the order of 2 to 3 inches can be expected. Removal and re-compaction of the clay to a depth a 3 feet could reduce the potential movement to about 1 T ·REX ARCHITEX VERIZON CELL SITE, C03 NEW CASTLE CTLI T PROJECT NO. DN43,775·125 S :\PROJ ECTSIDN437 7 5.000\125\2. Reports\R1 \DN43 77 5·125·R 1.doc 1 inch.lf movement cannot be tolerated, a structurally supported floor should be used. 4. Site grades should be designed and constructed to provide rapid runoff of surface water away from the proposed equipment and generator building. SITE CONDITIONS The site is located at 319 County Road 136 in Glenwood Springs, Colorado (Fig.1). The site is occupied by an existing house, shed and an equipment shelter located northeast of the house. The ground surface is covered with native grasses, bushes, mature trees, cobbles, and slopes down to the south with total relief across the shelter and addition area of about 7 feet. PROPOSED CONSTRUCTION We were provided with plans indicating a 10 by 12 foot generator addition is planned of the southwest side of the existing 20 by 17-foot equipment shelter No below-grade areas are planned and light structural loads are anticipated. A slab-on-grade concrete floor is desired for the proposed addition. INVESTIGATION AND SUBSURFACE CONDITIONS We investigated subsurface conditions by drilling one exploratory boring (TH-1) within the addition footprint at the approximate location shown on Fig. 1. The boring was advanced using a 4-inch diameter, continuous-flight auger on a truck-mounted drill rig. Our field representative observed drilling, logged the soils encountered, and obtained samples for testing. Samples were obtained using a modified California barrel with 2.5-inch diameter samplers (O.D.) driven by blows of a 140-pound hammer falling 30 inches. Subsurface conditions encountered in our boring consisted of 6 feet of sandy clay underlain by silty sand to a maximum depth of 25 feet. Our boring did not encounter fill, but fill may be encountered in the vicinity of the existing structure. The clay was medium stiff and the sand was medium dense to very dense based on field penetration resistance tests. Samples were returned to our laboratory for visual classification and assigned testing. A T -REX ARCHITEX VERIZON CELL SITE, C03 NEW CASTLE CTL IT PROJECT NO. ON43,775-125 S:IPROJ ECTSIDN43 775.000\125\2. Reports\R 1 \ON4377 5·125·R1.doc 2 T sample of the clay compressed or collapsed 5.1 percent after wetting under an applied T pressure of 1,000 psf. Samples of the sand contained 18 and 35 percent fines (silt and clay sized particles passing the No. 200 sieve). One of the sand samples had a liquid limit of 42 and a plasticity index of 16. A summary log of the subsoils encountered, results of the field penetration resistance test, and a portion of the laboratory test results are shown on Fig. 2 and summarized in Table I. Ground water was not encountered during this investigation. We do not anticipate ground water will affect construction or performance of foundations or floor systems. Ground water may rise and fluctuate seasonally. SITE DEVELOPMENT Plans indicate the addition will be constructed adjacent to the existing shelter. Fills of about 1 foot or less will be required to level the building pad and cuts of about 3 feet are planned adjacent to the existing structure. Excavation The proposed addition will be adjacent to the existing structure. The excavation should be planned to avoid undermining the existing foundation. The excavation should not extend below existing footings within 3 feet of the existing footings, and should slope no steeper then 1.5:1 (horizontal:vertical) beyond 3 feet. Plans indicate an existing tree stump is to be removed. All remments, including roots should be removed beneath the addition. The soils penetrated by our exploratory boring can generally be excavated with heavy-duty excavation equipment. All other deleterious material should be removed from the site. We recommend the owner and the contractor become familiar with applicable local, state and federal safety regulations, including the current Occupational Safety and Health Administration (OSHA) excavation and Trench Safety Standards. The contractor's "competent person" should review excavation conditions and refer to OSHA criteria whenever personnel exposure is anticipated. We judge the clay will classify as Type B soil and sand will classify as Type C soil. Type B soils require a maximum inculcation of 1:1 (horizontal to vertical) and Type C soils require a maximum inclination of 1.5:1 (horizontal to T -REX ARCHITEX VERIZON CELL SITE, C03 NEW CASTLE CTL IT PROJECT NO. DN43,775·125 5:\P ROJ ECTSION437 7 5.000112512. Reports\R1 IDN437 7 5·125 ·R 1.d oc 3 vertical) for temporary excavations in dry conditions. Stockpiles, vehicles and equipment T should not be placed within a horizontal distance from the edge of the excavation equal to one-half the excavation depth. Fill Placement The plans provided indicate 1 foot or less of fill is planned to level out the building pad. Prior to fill placement, all topsoil, vegetation, existing fill, backfill, slabs and/or foundation debris should be stripped and properly disposed. Deeper removal may be required in areas containing tree roots. Areas to receive fill should be scarified, moistened and compacted as discussed below. The properties of the fill will affect the performance of slabs-on-grade. We recommend fill be placed in thin, loose lifts (8 inches or less), moisture conditioned to within 2 percent of optimum moisture content, and compacted to at least 95 percent of standard Proctor maximum dry density (ASTM D 698). Placement and compaction of fill should be observed and tested by a representative of our office during construction. If imported fill is necessary below the floor, it should consist of granular soil with 100 percent passing a 2-inch sieve and between 20 and 40 percent fines (passing No. 200 sieve). The import material should exhibit a liquid li rnit less than 35 percent and a plasticity index less than 15 percent. Samples of import materials should be submitted to our office for approval prior to importing. FOUNDATION Our investigation indicates collapsible clay and non-expansive sands at depths likely to influence foundation performance. If fill 'from the existing shelter is encountered at foundation depths, it should be removed or replaced with moisture conditioned, compacted fill as discussed in Fill Placement section. Existing fill is not suitable to support foundations. The structure may be constructed on a footing foundation with expected movements of 1 inch or less, provided the footings are const:ructed on natural sands at a depth of 6 feet. Excavation for a conventional strip footing will need to be planned to avoid undermining the existing foundation as discussed in. the Excavation section. In order to do this, the structural engineer should evaluate whether grade beam can be attached to the existing foundation T -REX ARCHITEX VERIZON CELL SITE, C03 NEW CASTLE CTL IT PROJECT NO, DN43,775·125 S;\PROJECTSION43775.000\12512. Reports\R1\DN43775-125·R1.doc 4 and be designed to span over to new footings. To avoid sloping of the excavation, drilled circular footings may also be used. Recommended design and construction criteria are presented below. 1. Footings should be constructed on undisturbed native sand at a depth of about 6 feet. Where soils are loosened during excavation or in the forming process for footings, the soils should be stabilized or recompacted to at least 95 percent of maximum ASTM D 698 dry density at :t 2 percent of optimum moisture content prior to placing concrete. 2. Footings should be designed for a maximum allowable soil pressure of 3,000 psf supported on natural sand. 3. Footings should have a minimum width of 16 inches for continuous wall footings and 18 by 18 inches for isolated column pads (if any). Drilled circular footings should have a minimum diameter of 18 inches. Larger sizes may be required depending upon the loads and structural system used. 4. To resist lateral loads (if any), a coefficient of friction of 0.40 can be used between the base of the foundation and the subgrade. Lateral loads can be resolved by evaluating passive resistance using an equivalent fluid density of 300 pcf for the on-site soil or backfill that is well compacted and will not be removed. 5. Exterior footings must be protected from frost action. Normally, 3 feet of frost cover is assumed in the area. Considering the soil conditions, elevation, and climate, we believe 3 feet of frost cover to be adequate. 6. The completed foundation excavation should be observed by a representative of our firm to verify subsurface conditions are as anticipated from our boring and to confirm that loose soils or existing fill will not support footings. BELOW-GRADE AREAS Plans provided indicate no below grade areas are planned. For this condition, perimeter drains are usually not necessary. If plans change to include below grade areas we should be contacted to provide perimeter drain recommendations. T-REX ARCHlTEX VERJZON CELL SITE, C03 NEW CASTLE CTL IT PROJECT NO. DN43,775-125 S:IPROJ ECTS\ON43 77 5.000\125\2. Reports\R1\DN4377 5·125·R 1.doc 5 T SLAB CONSTRUCTION Our investigation and plans provided indicate site grading fill, collapsible soils and comparatively stable sands are present below anticipated floor level. If existing backfill from the shelter is encountered, it should be removed or replaced with moisture conditioned, compacted fill as discussed in SITE DEVELOPMENT. If the slab is constructed on the newly placed fill over the collapsible clay, slab movements on the order of 2 to 3 inches can be expected. Removal and re-compaction of the compressible clay to a depth a 3 feet would reduce the potential movement. If removal and re-compaction is elected care should be taken not to undermine the existing foundation as discussed in the Excavation section. Newly placed fill should be placed as discussed in the Fill Placement section. If removal and re-compaction is performed then the anticipated floor slab movements is about 1 inch. If movement cannot be tolerated, a structurally supported floor should be used. We recommend slabs be separated from utilities, exterior walls and interior bearing members with a slip joint to prevent transmission of slab movement to the structure. CONCRETE Concrete in contact with soil can be subject to sulfate attack. We measured a water- soluble sulfate concentration of less than 0.01 in one sand sample for this site. Sulfate concentrations less than 0.1 percent indicate Class 0 exposure to sulfate attack for concrete in contact with the subsoils, according to the American Concrete Institute (ACI) Guide To Durable Concrete (AC/201.2R-01). For this level of sulfate concentration, ACI indicates any type of cement can be used for concrete in contact with the subsoils. In our experience, superficial damage may occur to the exposed surfaces of highly permeable concrete, even though sulfate levels are relatively low. To control this risk and to resist freeze-thaw deterioration, the water-to-cementitious material ratio should not exceed 0.50 for concrete in contact with soils that are likely to stay moist due to surface drainage or high water tables. Concrete should have a total air content of 6%.:!: 1.5%. We recommend all walls in contact with the subsoils be damp-proofed. T·REX ARCHITEX VERIZON CELL SITE, C03 NEW CASTLE CTL f T PROJECT NO. DN43,775-125 S:IPROJ ECTS\ON4377 5.000\125\2. Reports\R 1 IDN4377 5·12 5·R1.doc 6 SURFACE DRAINAGE Performance of foundations and slabs is influenced by the moisture conditions existing within the near-surface soils. The risk of wetting foundation soils and slab subgrade can be reduced by carefully planned and maintained surface drainage. Surface drainage should be designed to provide rapid runoff of surface water away from the building. We recommend the following precautions: 1. Wetting or drying of the subsoils under the building and slabs-on-grade should be avoided during and after construction. Excessive of foundation soils may cause footing and slab movement. 2. Backfill around the exterior of the proposed building should be placed as described in SITE DEVELOPMENT. The backfill surface should be sloped to drain away from the structure in all directions. 3. Roof downspouts and drains should discharge beyond the limits of backfill. Splash blocks and downspout extenders should be provided at discharge points. LIMITATIONS We drilled our boring within the building footprint for the proposed addition to obtain a reasonably accurate picture of subsurface conditions. Variations in the subsurface conditions not indicated by our boring are possible. Stabilization of soft/loose soils (if needed) and placement and compaction of fill should be observed and tested by our· representative during construction. We should also observe the footing excavation to confirm soils are as anticipated from the boring. The recommendations presented in this report are based upon our understanding of the proposed construction. We should be contacted to review our recommendations if construction will differ from the description in this report. We believe this investigation was conducted with that level of skill and care normally used by geotechnical engineers practicing in this area at this time. No warranty, express or implied, is made. T-REX ARCHITEX VERIZON CELL SITE, C03 NEW CASTLE CTL IT PROJECT NO. DN43,775·125 5:\P ROJECTSIDN43775.000\125\2. Reports\R 1\0N4377 5·125·R 1.d oc 7 If we can be of further service in discussing the contents of this report or in the T analysis of the influence of the subsurface conditions on the design of the structure, please call. Ronald M. McOmber, P.E. Chairman and CEO TS:RMM/ts/nt (5 copies) Via email: T·REX ARCHITEX barbara@trexarchitex.com VERIZON CELL SITE, C03 NEW CASTLE CTL IT PROJECT NO. DN43,775-125 S:IPROJECTS\ON43775.000\125\2. Reports\R1\DN43775·125·R1.doc 8 0 5 10 SCALE: 1" = 10' LEGEND: TH-1 INDICATES APPROXIMATE e LOCATION OF EXPLORATORY BORING EXISTING HOUSEJ 1', I )-....._ / 1 r, I I I ' I I I '-.... 1 I I '-.... 1 I I ' I I I EXISTING '-, I I I ~ONCRETE I I ~ STEPS I I I I I I I I ( I -....; PROPOSED GENERATOR~ ADDITION '... ,---------, r-'---~--1 I I I EXISTING I TH-1 BUILDING ---e I ----I l I ~-,,-4 I L_ L _________ _j -- VICINITY MAP NOT TO SCALE ---r --- EXISTING DIRT ROAD -------I --------1 T -REX ARCHITEX VEAIZON CELL SITE -C03 NEW CASTLE Project No. DN43,775-125 Locations of Exploratory Borings Fig. 1 t-w w u. J: t-a. w 0 I 1 I ' , )I J i I I ' TH-1 0 5 10 15 20 LJ 30 35 40 L45 T-REX ARCHITEX VERIZON CELL SITE -C03 NEW CASTLE PROJECT NO. DN43,775-125 9/12 WC=10.6 DD=102 CON=5.1 50/9 WC=10.9 LL=42 Pl=16 -200=35 SS=0.01 12/12 0 5 10 15 20 LJ -, ' 30 35 40 ' 45 __j LEGEND: [71 CLAY, VERY SANDY, MEDIUM STIFF, ~ SLIGHTLY MOIST, RED, BROWN (CL). SAND, SILTY, WITH GRAVEL, MEDIUM DENSE TO VERY DENSE, SLIGHTLY MOIST, RED, BROWN (SM). DRIVE SAMPLE. THE SYMBOL 9/121NDICATES 9 BLOWS OF A 140-POUND HAMMER FALLING 30 INCHES WERE REQUIRED TO DRIVE A 2.5-INCH O.D. SAMPLER 12 INCHES. NOTES: 1. 2. 3. 4. THE BORING WAS DRILLED ON JULY 18, 2008 USING 4-INCH DIAMETER. CONTINUOUS-FLIGHT AUGER AND A TRUCK-MOUNTED DRILL RIG. GROUND WATER WAS NOT ENCOUNTERED DURING THIS INVESTIGATION. we -INDICATES MOISTURE CONTENT(%). DD -INDICATES DRY DENSITY (pel). CON-INDICATES CONSOLIDATION WHEN WETTED LL !NDIC/\TES LIQUID UM!T (~1v! .,~-~· ~-----.. ~·· -200 -INDICATES PERCENT PASSING NO. 200 SIEVE(% ss -INDICATES WATER-SOLUBLE SULFATES(%). THIS LOG IS SUBJECT TO THE EXPLANATIONS, LIMITATIONS AND CONCLUSIONS AS CONTAINED IN THIS REPORT. ~ ~.,:; ~ ~ ~;; ; ~ ~ i ~ v ;:_,~~'-'--'~a Exploratory Boring FIG. 2 7;---------------------------------------------------------------, 6 5 4 3 z 2 0 (ij z <{ fl. ~ ~ 6 ° 1----.:..-~ (ij en w 0:: ·1 fl. ::;; 0 u ·2 ·3 ·4 ·5 ·6 ·7 ADDITIONAL COMPRESSION UNDER CONSTANT PRESSURE DUE TO WETTING -BL---------~------~~------------~~----------------~------~ 0.1 APPLIED PRESSURE • KSF Sample of CLAY, SANDY (CL) From TH-1 AT 4 FEET T-REX ARCHJTEX VERIZON CELL SITE-C03 NEW CASTLE PROJECT NO. DN43,775-125 1.0 S :\PROJECTS\DN4377 5.000\125\2. Reports\R 1\DN43775-125-X 1 {SWELL) 10 SAMPLE DRY UNIT WEIGHT" SAMPLE MOISTURE CONTENT" _.,:1='02:,--PCF __ 1~0:;;.6:__% 100 Swell Consolidation Test Results FIG. 3 BORING DEPTH MOISTURE CONTENT (ft) (%) TH-1 4 10.6 9 10.9 14 2.6 T-AEX ARCHITEX VERIZON CELL SITE-C03 NEW CASTLE PROJECT NO. DN43,775-125 DRY D~~<SITY cf) 102 S:\PROJ ECTS\DN43775.000\ 125\2. Reports\A 1 \DN43775·125-X2(T ABLE) TABLE I SUMMARY OF LABORATORY TEST RESULTS A TIER BERG LIMITS SOLUBLE PASSING COMPRESSION APPLIED LIQUID PLASTICITY SULFATE N0.200 SOIL TYPE (%) PR~;;f)URE LIMIT INDEX CONTENT SIEVE (%) (%) (%) (%) 5.1 1,000 CLAY, SANDY (CL 42 16 0.01 35 SAND, SILTY (SM 18 SAND, SILTY (SM PAGE 1 OF 1 No. ---------------------11167 Assessor's Parcel No. 2123-351-00-120 Date ______ 1_1_/3:..:./:..:.20:.._08 BUILDING PERMIT CARD Job Address ____ _,3..:.19"'--"C'-'-R~13~82,_,G,_,W=S...:A..::m~d=-. S::.e::..:nc:.:o::..:r-.:M=es::..:a~E.:::.xe::..:m:.::J:p.:..t,_,_lo.:::.t:....3::...._ ______________________________ _ Owner Gambell, Thomas Address 319 CR 138, GWS Phone #970-834-4353 Contractor ______ S_,p_e_c_tr_u_m __ C_o_n_s_t_. --'---------Address 7399 Tuscon Way, Englewood Phone #303-799-4994 Setbacks: Front _____ Rear ________ RH, _______ LH _______ Zoning _______ _ Verizon Wireless telecommunication site So i Is Test n:::;;;::;:;;c::~:::;::;z:--------- F ooti ng -<--=--=-~-'«-''A-"..!...._-=--rr------- FoundaQon~. ~~~~~~~~~-,--_Grout..S="L=<->.4.-'--....!....:::=-<-""""'-...!:::£.'--7''~· ""-"4:."""'/""".- Underground Plumbing __________ _ Rough Plumbing _____________ _ Framing, _____________ _ Insulation ------------- Roofing-------------- Drywall _____________ _ Gas Piping------------- INSPECTIONS Weatherproofing ____________ ___ Mechanical _______________ _ Electrical Rough (State)----------- Electrical Final (State) __________________ _ Final /Checklist Completed? ____ _ Certificate Occupancy#----------- Date ______________________ _ Septic System # ____________ _ Date ---------------Final ______________ _ Other _____________________________ _ NOTES (continue on back) BUILDING PERMIT GARFIELD COUNTY, COLORADO INSPECTION WILL NOT BE MADE UNLESS THIS CARD IS POSTED ON THE JOB Date Issued _ _._\ _._I ·__.3._•_,.fE>~----Permit No. ----'--"11~-~.l_,..(et-~_f__----- AGREEMENT In consideration of the issuance of the permit, the applicant hereby agrees to comply with all laws and regulations related to the zoning, location; construction and erection of the proposed structured for which this permit is granted, and further agrees that if the above said regulations are not fully complied with in the zoning, location, erection and construction of the above described structure, the permit may then be revoked by notice from the County Building department and IMMEDIATELY BECOME NULL AND VOID. UseVf;Jl.l"W'J W\\u:J @A :rEI FfpMl.l\lNICMJON Srfe AddressorLegaiDescription !)101 Cf?.. 1%, 8!6N~ S?RJ"'F-S Owner bAM!ai?l J .;Tttt>MAS. Contractor9'Ea flllM ~ST: Building Permit Type C,.OM U EJ?{j AL This Card Must Be Posted So It Is Plainly Visible From The Street Until Final Inspection INSPECTION RECORD Footing Driveway /:l_-3-Ci'C 9//IL- Foundation I Grouting 5J.../iJ3 .. Insulation I~-;-_,-;;fi 1.2 -q, D'f) ,Vvf'v "-'·-. -"t. J '-._,... {_, Underground Plumbing Drywall Rough Plumbing Electric Final (by State Inspect; [Pdo;;: !:::,, ~ 2-! Z-+, (j~ Rough Mechanical Septic Final Gas Piping FINAL :z-:n -Dr f#rL- Electric Rough (by State Inspector) (You Must Call For Final Inspection) (Prior to Framing) Notes Framing (to include Roof in place & Windows & Doors Installed & Firestopping in place) THIS PERMIT IS NOTTRANSFERABLE For Inspection Call970·384-5003 Office 970-945-8212 108 8th Street, Suite 401 Glenwood Springs, Colorado 81601 ~::.ROVED I ' . 3 ·08 DO NOT DESTROY THIS CARD By _t:.J.Jfl~~~f..-flU PROTECT PERMIT FROM WEATHER (DO NOT LAMINATE) Parcel Detail Page 1 of 4 Garfield County Assessor/Treasurer Parcel Detail Information Aiis_essorLTreaS_urer Pmger!y Search I AssessQLS_ubseLQuei)' I Assessor Sales Search Clerk & Recorder Rel<eptiQD_SJ:ru~h Basil;_Jluilding C_h_aracteristics I Tax Information Parcel Detail I Value J:)_etail I Sales Detail I Residenti1!11Co_lllJ1ler~iaLhnprovement Detail Land Detail I I'b_otP_gamhs I Mill Leyy RevenueS__ Detail I Tax Area II Account Number II Parcel Number II 2007 Mill Levy I I 004 II R040328 II 212335100120 II 60.519 I Owner Name and Mailing Address !GAMBELL, THOMAS R 10319 COUNTY ROAD 138 !GLENWOOD SPRINGS, CO 81601 Assessor's Parcel Description (Not to be used as a legal description) ISECT,TWN,RNG:35-5-90 DESC: LOT 3 !AMENDED SENOR MESA EXEMPTION. ALSO lPG 597 PRE:R040292 AND/THRU:& ITO:R040293 BK:0885 PG:0060 IRECPT:752003 BK: 1796 PG: 18 IRECPT:697212 BK:1725 PG:l22 IRECPT:681916 BK:l487 PG:l64 IRECPT:630692 BK:1190 PG:811 IRECPT:564482 BK:1122 PG:596 IRECPT:543118 BK:0889 PG:0335 IBK:0826 PG:0912 BK:0826 PG:0907 IBK:0826 PG:0906 BK:0826 PG:0903 IBK:0820 PG:0523 Location http://www.garcoact.com/assessor/parcel.asp?Parce1Number=2123 3 51 00120 I I I 10/24/2008 Parcel Detail Page 2 of4 I Physical Address: 11319 138 COUNTY RD NEW CASTLE! I Subdivision: I I Land Acres: 1114.546 I I Land Sq Ft: 110 I Section II Township II Range I I 35 II 5 II 90 I 2008 Property Tax Valuation Information II Actual Value II Assessed Value I I Land: 224,oooll 17,8301 I Improvements: 332,03oll 26,4301 I Total: 556,03oll 44,2601 Additional Value Detail Most Recent Sale Sale Date: 113/3112000 Sale Price: 11100,000 Additional Sales Detail Basic Building Characteristics Number of Residential 2 Buildings: Number of Commllnd 0 Buildings: Residential Building Occurrence 1 Characteristics UNFINISHED BSMT: 111,000 1 STORY WI BASEMENT: 111,000 TOTAL HEATED AREA: 111,000 ABSTRACT CODE·IISINGLE FAM.RES- ' IMPROVEMTS ARCHITECTURAL STYLE: 111-STRY/BSM EXTERIOR WALL: IIMASONITE ROOF COVER: IICOMP SHNGL ROOF STRUCTURE: IIGABLE http://www.garcoact.com/assessor/parcel.asp?ParcelNumber=2123351 00120 10/24/2008 Parcel Detail Page 3 of4 INTERIOR WALL: IIDRYWALL FLOOR: llsHT VINYL FLOOR: IICARPET HEATING FUEL: IlGAS HEATING TYPE: IIFORCED AIR STORIES: llsTORIES 1.0 BATHS: II ROOMS: 14 UNITS: II I BEDROOMS: 12 I YEAR BUILT: III957 I AdditionaLRe.~identiiil!i:ommercial.Improvement Detail Tax Information I Tax Year II Transaction Type II Amount I I 2007 II Tax Payment: Second Half I ($I ,339.28)1 I 2007 Tax Payment: First Half ($I,339.28)1 2007 Tax Amount $2,678.561 2006 Tax Payment: Second Half ($I,I59.84)1 2006 I Tax Payment: First Half ($1,159.84)1 2006 II Tax Amount I $2,319.681 2005 Tax Payment: Second Half ($1,160.27)1 2005 Tax Payment: First Half ($1,160.27)1 2005 Tax Amount $2,320.541 2004 Tax Payment: Second Half ($I ,080. 75)1 2004 Tax Payment: First Half ($I ,080.75)1 2004 Tax Amount I $2,I61.50I I 2003 Tax Payment: Second Half ($952.08)1 2003 Tax Payment: First Half ($952.08)1 2003 I Tax Amount $1,904.161 2002 I Tax Payment: Second Half ($1 ,035.04)1 2002 Tax Payment: First Half ($I ,035.04)1 2002 Tax Amount $2,070.081 2001 Tax Payment: Second Half ($1 ,041.69)1 2001 Tax Payment: First Half ($1,041.69)1 2001 Tax Amount $2,083.381 2000 Tax Payment: Second Half ($I ,025.62)1 http:/ /www.garcoact.com/assessor/parcel.asp?ParceiNumber=21233 51 00120 10/24/2008 Parcel Detail 2000 II Tax Payment: First Half II ($1 ,025.62)1 2000 II Tax Amount II $2,051.241 1999 II Tax Payment: Second Half II ($945.65)1 1999 II Tax Payment: First Half II ($945.65)1 1999 II Tax Amount II $1,891.301 Mi!LL~_yy Revenues Detail Top_QfPag~ AssessotDatabase Search Options I Treasurer Database Se:m;h_Qp1ions Clerk&cE.ecorclerDambase Search Options Page 4 of4 The Garfield County Assessor and Treasurer's Offices make every effort to collect and maintain accurate data. However, Good Turns Software and the Garfield County Assessor and Treasurer's Offices are unable to warrant any of the information herein contained. Copyright © 2005 -2008 Good Turns Software. All Rights Reserved. Database & Web Design by Good Turns S_o_ftwar~. http://www.garcoact.com/assessor/parcel.asp?Parce1Number=21233 5100 120 10/24/2008 • RECORDED AT /''/:l- m • 456219 o• <LOt< 1. "· DEC 0 7 1993 ~ILDR£0 ALSDORF, COUNTY CLERK G.qFIELD COUNTY, COLORADO STATEOFCOLORADO ) )ss County of Garfield ) • At a regu 1 ar meeting of the Board of County r...ommissioners for Garfield County, Colorado, held in the Commissioners' Meeting Room, Garfield County Courthouse, in Glenwood Springs on Monday 'the~ day of December A.D. 19~ there were present: -~E'"l~m"'e!.r_:(,_,B,u;cck00e"y-'-)--'A'!!r'-'b"'a"'ne,.y'-------• Commissioner Chairman -~·"''rccn'-"o_cld'---:L~-..:'"'!a"c"'k-"lesoYc._ _______ , Commissioner _.....;Ma:"'r-'i:'an";:-'I":.-:'s"'m"i"'t"-h---------• Commissioner ---,";:.";.;":.c--"•:..F;-o-;-r~d ==---------• County Attorney __ Mi=' lc:d:_r•:_d-.eA:_1s_d_o_r_f _________ , Clerk of the Board __ c:_'c:'"c:";;_k_;D...:'-":_"h_c_n_e_s ---------• County Administrator when the following proceedings, among others were had and done, to-wit: RESOLUTION NO. 93-109 A RESOLUTION CONCERNED WITH THE APPROVAL OF A SPECIAL USE PERMIT APPLICATION FOR THE US WEST NEW VECTOR GROUP. WHeREAS, theBoardofCounty Commissioners of Garfield County, Colorado, has received application from US WEST NEW VECTOR GROUP for a conununication tower (cellular phone site) in the NRJRD Zone District on the following described tracts of land: (See Attached) (in the State of Cnlorado and the Cnunty of Garfield); and WHEREAS, the Board held a public hearing on the 1st day ofNoverober, 1993, aud the 15th day ofNovember, I 993, upon the question of whether the above-described Special Use Permit should be granted or denied, at which hearing the public and interested persons were given the opportunity to express their opinions regarding the issuance of said Special Use Permit; and WHEREAS, the Board on the basis of substantial competent evideooe produced at the aforementioned bearing, has made the following determination of fact: I. That proper publication and public notice was provided as required by law for the hearing before the Board of County Cnmmissioners. • • 2. That the hearing before the Board of County Commissioners was extensive and complete, that r.U pertinent facts, matters and issues were ~.-ubm.itted and that all interested parties were heard at that hearing. 3. That the application is in compliance with the Garfield County Zoning Resolution of 1978, as amended. 4 . That the proposed Special Use Permit, .vith mitigating factors, is in general compliance with surrounding land uses and zoning in Garfield County. 5. For the above stated and other reasons, the proposed use is in the best interest of the health, safety, morals, convenience, order, prosperity and w~lfare of the citizens of Garfield County. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Garfield County, Colorado, that the Special Use Permit~ and hereby is authorized permitting the use of the above described tra~.;t of land for a cellular phone site, upon the following specific conditions: l . All representations of the applicant shall be considered conditions of approval unless stated otherwise by the Board of County Commissioners. 2. All utilities shall be placed underground . 3 . All structures shall be painted in earthtone. 4. All noise generation shall be accordance with state law. 5 . All new cut slopes or grading shall be revegetated with certified weed-free seed. A revegationlerosion protection plan shaU be submitted prior to any excavation being conducted. Control of noxious weed s is the responsibility of the property owner. 6. No external lighting shall be allowed. 7. All conditions set forth in a November 12, 1993 letter from the Walter's Group to adjacent property owners are considered conditions of approval. ----------~---------------------------------------------8. Any and all expansion or modification of the facility will require an amendment to the SUP. 9. Tree planting will occur on Mr. Dieter Sander's property consistent with an agreement reached on November 15, 1993, with an ex penditure cap of$9000.00. 10. Prior to the issuance of an SUP, the applicant shall submit documentation regarding any FCC approvals necessary for the facility. 11 . Snow removal will be funded consistent with representations in a November 12, 1993 letter from Dave Rutter (The Walter's Group). 12 . USFS Wildfrre Protection Guidelines will be followed in the construction of all structures. 13. A current mailing address and phone number will be distributed to aU aC.jacent property owners to report interference. ________________ ,, • • eoow0885 P!r.: 062 14. Landscaping shall be ensured for two years from tbe date of planting. If necessary, planting shall be replaced the following spring. 15. A summary report, describing the status of required landscaping shall be submitted at one and two-year intervals to the Garfield County Planning Department, coinciding with the one and two-year anniversary of the initial plantings. Dated this~ day of December ,A.D.I9~. ATTEST: GARFIELD COUNTY BOARD OF COMMISSIONERS, GARFIELD COUNTY, COLORADO -.··· Cbainnan / Upon motion duly made and seconded the foregoing Resolution was adopted by the following vote: --~E~lm~e~r~(~Bu~c~k~eLy)~A~r~ba~n~e~v------------------------------~Aye ---~A~rn~o~l~d~L-~H~ac~k~l~ex_ ____________________________________ ,Aye • --~·~~r>~·a~n~l-~S~m~it~hL_ ____________________________________ ,,Aye STATE OF COLORADO ) )ss County of Garfield ) I, , County Clerk and ex-officio Clerk of the Board of County Commissioners in and for the County and State aforesaid do hereby certify that the annexed and foregoing Resolution is truly copied from the Records of the Proceeding of the Board of County Commissioners for said Garfield County, now in my omce. IN WITNESS WHEREOF, I have hereunto set my band and a.flixed the seal of said County, at Glenwood Springs, this ___ day of , A.D. 19 ____ . County Clerk and ex-o!T!cio Clerk of the Board of County Commissioners . ~ ; . ; < ~;f;h-~1·\r · BOOK 0885 PAGE 062A .LEO.\(i·OESCR!PTIOH -LEASE PAilCEL ··tn-H~-;~~;f··.· .:A PARCEL OF LAtm SllUI\lEO 11~ A. POttliOU OF LOT 3, SEI·WU I·IESA :·;:EXEHPTlOH PLAT AS RE~OilOEU A1 nECEPJ IOU 11Ut·H3EU 429025, OEJUG A. PORTlOH OF THE IWRHIEASl OllE-QUArllER OF SECllOI~ J!:i, lUWUStllP 6 . SOUTH, nAtWE 90 WEST Of. lUE SIXlll PIHIICIPAL ~IEniUIAIJ, COUIHY OF GAUFlELO, SlAlE OF COLOHADO, HOllE PARtiCULARLY OESCIHOEO AS FOLLOWS: ··,:,.. CO~IMEI~CIIlG AT THE I<ORIIIWEST COIWER OF SAIU LOT 3; 1\IEI<CE SOUT\1 70 11 50'57 .. EAST A l.HSTAI~CE OF :J82.00 FEET 10 liiE lUUE POHII OF BEGII~IHHG: liiEHCE SOUlH 76"41'13~ EASI A OlSlAI~CE OF 50.00 FEET: lHEIJCE SOU111 \3'J18'47'' WESr A DISTANCE OF 40,00 FEET; TlfEtJCE 140flTH 7G•4t'IJ" WEST A OISlAIJCE OF 50.00 FEEr: lUEUCE HORlll 13-18'47" EAST A OlS"IAf.fCE OF 40.00 FEEl TO HIE TRUE POINT OF BEG!NIH!m. COIHAliHim 2,000 SQUAnE~ FEET HOllE OR LESS. LEGAL OESCI!lPliON -II~GilESS-EGRESS & UT!LI'IY EAsE>IEIH AN EASEMEHf., 10.00 I\IW 20.00 FEEl HI WIOTII, OVEtt AND AcnoSS A. PORT 101~ OF LOT 3, SEllOII HESA EXH!PT l Ol~ PLA l /I.S ltECOHilEO AT HECEPTlON I~UI·IBER ·129025, BEII.fO A POilllOH OF lliE HORlHEAST OIIE- OUARTEJ1 OF SECTlOI~ 35, 10WHSH1P 5 SOLIIH, RAUGE 90 WEST OF TilE SlXlH PRI!lCli'AL ~IEIHDlAil, COUIHY OF GAJH:lELU, STATE OF COLOfiAOO, BEIIJQ 5.00 FEET ANP 10.00 r-EET OH ElTHEil SIIJE OF IIIE FOLLOWING DESCRIBED CEilT~RllllE• COI-1J.IEI~CJ · Hf 1\ l 1 HE SOU I !lEAST COilNEH OF liiE 1\BOVE-DESCHIBED LEASE PARCEL; HIEI~CE llOHIH 13° 18'•l7" EASt ALOt~G TilE EAS1EHLY LII~E OF SA!O LEASE PAHCEL A. OISTAI·ICE OF 17.50 fEET TO HIE TfWE POIIH OF AEGIWHflG; HIEI~CE liiE FOLlOWliiG lllllEE (3) COUitSES ALOI~G liiE . CEIHERLWE OF SAIU EASEI·IEIII, SAIO EASEI·IEIH BEWQ 20.00 FEET IN WIDTH: 1. TBEI~CE SOUIH 02•12'20·· EAST A OISTAI~CE OF 3!.30 FEEl; 21 THENCE SUUIII 30o:o00'10" WESl A OlStAHCE OF 42.26 FEEl; .3. lHEI~CE SOUTH 40°•\7'31" WESf A OlSIAHCE or 2&.00 FEET: ·li!Ef.ICE liiE r-OLLOWlUG CoUiiSE ALOIJG 111E CEIHl::RllNE OF 51\10 EASE- ,f-.IENT, SA!O EASE.J.IEIH BElHG 10.00 FEEf 11~ W!OHI: ./ 4. THEIICE SOUTH 40'-11'31-WEST A OlSIANCE OF 29.66 FEET; i TH~I<CE HIE FOLLOWIIIG IHIIE ( 9) COURSES ALOHG THE CEIHEnlliiE OF i .SAJ 0 EASEl-lEI IT, SAIO EASE!·IEIH BEllm 20.00 FEET II~ WlOHI: G: 1HE!~CE SOUTI-i 40"47'31" \'lEST A DiSTANCE OF 20.00 FEET; G. THEHCE SOUtH 76"41 1 35~ WESt A OlSTAHCE OF 31.03 FEET; 1. THEHCE SOUlH 61•22'51-WEST A DISIAIICE OF 143.T9 FEET; (], THEHCE SOUrH 55<>32'29M WESf A O!STAUCE OF 69.69 F=EET; 9, lHEUGE SOUTH 32°07'-12" WEST A DlSTf..I~CE OF 50.37 FEE"I; 10. TlfEHCE SOUTH 23°54'14'" WEST A DISTANCE OF 54.71 FEET; II. lHEI~CE SOUlH 10° 10'59'" WES1 A DISIAtlCE OF 75.29 FEET; 12. THEilCE SOUI/t 15°35'21" EASf 1\,DlSTAJICE OF 39.~6 J:EEl; 13. lHEt.fCE SOUTII 16'00'29" EAST A DJSIAHCE OF 11.31 FEET TO 1HE POHH OJ= TEnt-H NUS OH litE HOriJHEill Y LIIlE OF THE 35 FOOT ACCEaS, UTILITY Aim UIICH EASEI-1EI~1 AS SI!OWH 01~ SAlU SEimR r-tESA EXEMPT l 01~ PLAT. LEGAL OESCI11PT101l -10' UTILITY EASHIEIH All EASEMENT, 10.00 FEET IN WIDTH, OVER AIID ACROSS A PORTION OF ·• LOT 3, SEI~OR HESA EXWPliOil PLAT AS RECORUED Al RECEPIIOI~ I<UHB~R ;i • 429025, BE!IIO A POIIT!OH OF TilE llORTHEAST OHE-OUAIITER OF SECTlOI~ :;t.36, lOWI~SHlP & SOUTH, RAI~GE 90 WEST OF HIE SlXlH PIUI~CIPAL ;:-: ):,)o!ERJDIAH, COUIHY OF GAilC!ELU, STATE OF COLOilAOO, BEIIIG 5.00 FEET ;,'·:.·]i•i'OH~ITHER SlOE OF THE FOLLOWII~G DESCRIBED CEIHERLIIIE: : 1: .~· ~ r ~i, ·. . • . . · ;\:Pl{coH>tEI~CIHG AT HIE soutHWEST c~mml oF 1111i ABOVE-DESClliBEU LEASE 'i..I'H~~PARCEL; THENCE ·sount 70 6 41'13"" EAST ALOIIO HIE SOUTII Lir<E Of SA!O '~::<I>', LEASE PARCEL A DISTAHCE OF G.GO FEET TO THE TRUE POINT OF .· .t ·::: •. BEG!NNJNG; THENCE THE FOLLOWlll<l l!IREE ( 3) COURSES ALOIIG THE '' CEIHERLlllE OF SAID EASHIEIH: 1. lllEI~CE SOUTH 5d'04'35" WEST A DlSTAUCE OF :;: .. 2, THEHCE SOUIH 32' 34'59'' EASl A DiSTANCE OF cij'''•'3. THENCE SOUlH 41°01'34'" WEST A OlSTAI~CE OF ';:j .:~•! POINT OF TERfllllVS OF SAID EASEHEIH, BEIHG Oil I ;j '1·:· TELEPHOI~E POLE. 78. Hi FEET; 00.42 FEET; 46.41 FEET TO All EXJST!HG THE