HomeMy WebLinkAbout1.0 ApplicationSPECIAT., USE PERMIT ,..,-.
OCCIDENTAL OIL AND GAS CORPORATION ,
CONN CREEK TREATING FACILITY
TABLE OF CONTENTS
L SUP Application
II. Associated Permits
III. Project Description
IV. Impact Statement
V. Area Topo Map
VI. Site Plan & Drawings
YII. Legal Description
YI[. Assessor Map
IX. Proof of Owenship
X. Surface Owners
XI. Mineral Owners
XrI. EngineeringStandards
XI[. Fire Control Measures
XIV. Landscaping and Reclamation Plans
XV. Storm Water Management Plan
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Jvne29,2005
Fred A. Jarman, AICP
Garfield County
Building & Planning Department
108 8th Street, Suite 201
Glenwood Springs, CO. 81601
RE: Agent Authorization
Mr. Jarman,
Wagon Wheel Consulting, Inc. (Jimmy Smith) has been retained by Occidental Oil &
Gas Corporation to request a Garfield County Special Use Permit for a Compressor
Station and Gas Conditioning Facility at their Conn Creek property located north of
DeBeque, Colorado.
I authorize Wagon Wheel Consulting, Inc. to act as agent on my behalf. Please call me at
970-683-5499 ifyou have any questions or concerns.
Paul J.
Occidental Oil & Gas Corporation
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GARFIELD COUNTY
Building & Planning Department
108 8tr Street, Suite 201
Glenwood Springs, Colorado 81601
GENERAL INFORMATION
(Io be completed by the applicant.)
Street Address / General Location of Propefi: 13 Miles north of
DeBeque, Golorado.
Legal Description: Located within Township 6 & 7 South, Range 97
SW/4 SW/4 Sec 32 T7S R 97W
Existing Use & Size of Property in acres: Agricultural & lndustrial,
5 Acres.
Description of Special Use Requested: Construction and operation of
gas treating facilities and associabd inlet and discharge pipelines.
Zone District:
Name of Propertv Owner (Apolicant): Oxv USA WLP LP
Address:607 28 1/4 Road Telephone: 970-6836406
City: Grand Junction State: Go. Zip Code: 81506 FAX:
Name of Owner's Representative, if any (Attorney, Planner, etc):
Jimmy Smith Wagon Wheel Consulting, lnc.
Address: 111 East3'o Street Suit 213 Telephone: 970-625-8433
City: Rifle State: CO. Zip Code: 81650 FAX: 970-625-8435
Doc. No.:
Planner:
STAFF USE ONLY
Date Submitted:_ TC Date:
Hearing Date:
Telephone: 970. 945. 821 2 Facsim ile: 97 0.384.347 0
www.qarfield-count
Special Use Permit
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I. APPLICATION SUBMITTAL REQUIREMENTS
As a minimum, specifically respond to allthe following items below and attach any additional
information to
be submitted with this application:
1. Please submit, in nanatlve form, the nature and character of the Special Use
requested.
Submit plans and supporting information (i.e. letters from responsible agencies). lnclude
specifications for the proposed use including, but not limited to, the hours of operation,
the
number and type of vehicles accessing the site on a daily, weekly and/or monthly basis,
and
the size and location of any existing and/or proposed structures that will be used in
conjunction
with the proposed use, and provisions for electric power service and any other proposed
utility
improvements. Be specific.
2. lf you will be using water orwill be treating wastewater in conjunction with the
proposd use,
please detail the amount of water that would be used and the type of wastewater
treatment. lf
you will be utilizing wellwater, please attach a copy of the appropriate well permit and
any
other legalwater supply information, including a water allotment contract or an approved
\dater
augmentation plan to demonstrate that you have legal and adequate water for the
proposed
use,
3. Submit a site plan /map drawn to scale that portrays the boundaries of the subject
property, all
existing and proposed structures on the property, and the County or State roadways
within one
(1) mile of your property. lf you are proposing a new or expanded access onto a County
or
State roadway, submit a driveway or highway ac@ss permit.
4. Submit a vicinity map showing slope / topography of your property, for which a
U.S.G.S.
1:24,OAO scale quadrangle map will suffice.
5. Submit a c,opy of the appropriate portion of a Garfield County Assessor's Map
showing all
mineral nghts onners of the subject property and public and private landowners adjacent
to
your property (which should be delineated). ln additional, submit a list of all property
owners
and their addresses adjacent to or within 200 ft. of the site. This information can be
obtained
from the Assessor's Office.
6. Submit a copy of the deed and a legal description of the subject property.
7. lf you are acting as an agent for the property ovyner, you must attach an
acknowledgement
from the property owner that you may act in hiVher behatf.
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8. Submil an statement that specifically responds to each of the following criteria from
Sec*ion
5.03 of the Zoning Regulations:
(1) Utililies adequate to provide water and sanitation service based on accepted
engineering standards and approved by the Board of County Gommissioners shall either
be in plaoe or shall be constructed in conjunction with the proposed use.
(2) Street improvements adequate to accommodate traffic volume generated by the
proposed use and to provide safe, convenient access to the use shalleither be in place
or
shallbe constructed in conjunction with the proposed use;
(3) Design of the proposed use is organized to minimize impact on and from adjaent
uses of land through installation of screen fences or landscape materials on the
periphery
of the lot and by location of intensively utilized areas, ac@ss points, lighting and signs in
such a manner as to protect established neighborhood character;
9. Dependang on the type of Special Use Permit requested, you may need to respond to
additional review standards in the Garfield County Zoning Resolution Section 5.00
[Supplementary Regulations]. This may include uses such industrialuses [section
5.03.07 &
5.03.08I, Accessory Dwelling Units [section 5.03.211, Utility line/Utility Substations, etc"
Specific
sections sf the Zoning Resolution which can be located on the Garfield County web site
at
http:i/www.garfield-county.com/building_and_planning/index.htm, or information can be
obtained from this office
10. A $400.00 Base Fee: Applicant shallsign the "Agreement for Paymenf form and
provide the
fee with the application.
11. Submit 2 copies of this completed application form and allthe required submittal
materials to
the Building and Planning Department. Staff will request additionalcopies once the
Special
Use Permit application has been deemed technically complete.
II. PROCEDURAL REQUIREMENTS
(The following steps outline how the Special Use PermitApplication review process
works in
Garfield County.)
1. Submit this completed application form, base fee, and all supplemental
information to the
Garfield County Planning Department. lt will be received and given to a Staff Planner
who
will review the application for technical completeness.
2. Once the application is deemed technically complete, the Staff Planner will send
you a
letter indicating the application is complete. ln addition, Staff willalso send you a
"Public
Notice Form(s)" indicating the time and date of your hearing before the Board of
County
Commissioners. Prior to the public hearing, Staff will provide you with a Staff
Memorandum
regarding your requested Special Use. (lf Staff determines you application to be
deficient,
a lefter will be sent to you indicating that additional information is needed to deem
your
application complete.)
3. lt is solely the Applicant's responsibitity to ensure proper noticing occurs regarding
the
requested Special Use and the public hearing. lf proper notice has not occurred,
the
public hearing will not occur. Notice requirements are as follows:
a. Notice by publication, including the name of the applicant, description of the
subject
lot, a description of the proposed special use and nature of the hearing, and the
date, time and place for the hearing shall be given once in a newspaper of general
circulation in that portion of the Gounty in which the subject property is located at
least thifi (30) but not more than sixty (60) days prior to the date of such hearing,
and proof of publication shall be presented at hearing by the applicant.
b. Notice by mail, containing information as described under paragraph (1) above,
shall be mailed to all owners of record as shown in the County Assessor's Office of
lots within two hundred feet (200) of the subject lot and to all owners of mineral
interest in the subject property at least thirty (30) but not more than sixg (60) days
prior to such hearing time by certified return receipt mail, and receipts shall be
presented at the hearing by the applicant.
c. The site shallbe posted such thatthe notice is charly and conspicuously visible
from a public right-of-way, with notice signs provided by the Planning Department.
The posting must take place at least thirty (30) but not more than sixty (60) days
prior to the hearing date and is the sole responsibility of the applicant to post the
notice, and ensure that it remains posted until and during the date of the hearing.
4. The Applimnt is required to appear before the Board of County Commissioners at
the time
and date of the public hearing at which time the Board will consider the request. In
addition,
the Applicant shall provide proof, at the hearing, that proper notice was provided.
5. Once the Board makes a decision regarding the Special Use request, Staff wilt
provide the
{qRlicant with a signed resolution memorializing the action taken by the Board.
Following
the Board's approval, this offtce will issue the Special Use Permit to the applicant. lf
the
Board's approval includes specific conditions of approval to be met, this offtce will
not issue
the Official Special Use Permit certificate untitthe applicant has satisfired alt
conditions of
approval. The Special Use Permit approval is not finalized untilthis offtce has issued
the
O1ficial Special Use Permit certificate signed by the Chairman of the Board of County
Commissioners.
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I have read the statements above and have provided the required attached
information
Jo the best of my knowledge.
of applicanUowner) Last Revised: 1 1 lo7 f2002
GARFIELD COTINTY BUILDING AI\D PLATINING DEPARTMENT
AGREEMENT FOR PAYMENT FORIVI
(shall be submitted with application)
GARFIELD COUNTY (herinafter COLINTY) and Occidental Oil and Gas C
(herinafter APPLICANT) agree as follows:
1. APPLICANT has submitted to County an application for Conn Creek Treatine Facilitv
(hereinafter, THE PROJECT).
2. APPLICANT understands and agrees that Garfield County Resolution No. 98-09, as amended,
establishes a fee schedule for each type of subdivision or land use review applications, and the guidelines for
the administration of the fee structure.
3. APPLICANT and COLINTY agree that because of the size, nature or scope of the proposed
project, it is not possible at this time to ascertain the full extent of the costs involved in processing the
application. APPLICANT agrees to make payment of the Base Fee, established for the PROJECT, and to
thereafter permit additional costs to be billed to APPLICANT. APPLICANT agrees to make additional
payments upon notification by the COLINTY when they are necessary as costs are incurred.
4 The Base Fee shall be in addition to and exclusive of any cost for publication or cost of
lrnsulting service determined necessily by the Board of County Commissioners for the consideration of an
Vpplication or additional COUNTY staff time or expense not covered by the Base Fee. If actual recorded costs
exceed the initial Base Fee, APPLICANT shall pay additional billings to COI-NTY to reimburse the COLINTY
for the processing of the PROJECT mentioned above. APPLICANT acknowledges that all billing shall be paid
prior to the final consideration by the COUNTY of any land use permit, zoning amendment, or subdivision plan
APPLICANT
Jimmv W. Smith
Print Name
Mailing Address: 111 E. 3'd St.. Ste. 213
/,-.3o -o 3
Air Pollution Control Division Construction Permit Application
PLEASE RE1D INSTRLI('TIONS ON REIlERSE SIDE.
l. Permit to be issued to:
2. Mailing Address:
OXY USA WTP LP
607 28-114Road
Grand Junction co 81 506
3.General Nature of Business:Natural gas compression, processing, and treating
SIC code (if krown) 1321
4. Air Pollution Source Description:
(List permit numbers if existing source,
attach additional pages ifneeded)
Five (5) inlet compression lC engines (Caterpillar G3516LE), three (3) gensets (Caterpiilar G35t 2LE),
an ethylene glycol dehydrator, an amine plant, and fugitive VOCs from equipment leaks
Is this a Portable Unit'/ NO
5. Source Location Address {lnclude t.oc,ation Map)
Conn Creek Gas Treating Facility
Ifportable, include the initial location and horrre base localion
SW Section 32, TOS, R97W
Garfield County, Colorado
6. Reason for Application: (Check all that apply)
@ New or Prcviously Unrcportetl Source
lJ Modification ol Existing Sourcc.
H
ReQuest for Synthetic l\'linorT:_
Aclnt i n is t ru I ive Penn i t A m en thnen ts-l-ransfer of Onnership (Complete Section 9 & l0 below)
Conrpanv Name Change (C'ornplete Section 9 below)
Other:
7.
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Mr. PaulWhite, Operations Manager
Date Signed
Phone: 979-6gg-5422
Type or Print Name and Oflicial fitle of Person Signing Above
Check appropriate box if you want:
E Copy olpreliminary analysis conducted by Division
EI fo review a draft of the permit prior to issuance
Fax: 970-683-5499
Signature of Legally Person of Company listed in Section I
These sections are lo be compleled only if a comparty nanre change or translbr ol ox,nership has occuryed.
9. Permit previously issued to:
10. Transfer of Ownership Information
Effective Date of Permit Transfer:
As responsible party fcrr the emission source(s) listed above. I certily that the business associatecl with this source has been
sold, and agree to transfer the permit to said party.
Signature of Legally Authorized Person of Ctompany listed in Section 9 Date Signed
Phone:
Type or Print Name and Official Title of Person Signing Above Fax:
Mail completed application, APENs, and filing fee to:
Colorado Department of Public Health and Environnrent
Air Pollution Control Division
4300 Cherry Creek Drive South, APCD-SS-B I
Denver, Colorado 80246- I 530
http: i rrl' w'rv. cdphe. statc..co. usiapi stationary.asp
Phone: (303) 692-3150
Revised August 2004
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Subj: Conn Greek, air quality permit informationDate: 61291200511:58:32 AM Mountain Daylight TimeFrom: billobermann@cordcomp.comTo: seannorris@lcordconrp.comCC: tbettes90O8@aol.corn
Gentlemen-
Enclosed is a signed copy of a permit application form submitted for a majority of the emission sources
associated with the Conn Creek plant. This form contains location information and a brief description of the
p@ect We have not received the permits back from the state at this time.
Please be advised that there were many other materials submitted with this air quality permit application; I can
give you the details from these materials if you need them. Hopefully the information provided will suffice for the
specialuse permit,
ln addition, the Colorado Construction Permit numbers that will be associated with these sources are as follours:
lnlet compressors:
05GA0067
05GA0174
05G40175
05GA0176
05G40177
Generators:
05GAo068
Ethylene Glycol unit:
05GA0069
Amine Plant:
05GAo070
Fugitive Equipment Leaks:
05GA0071
Hot Oil Heaters:
05GAo072
Plant Flare:
05G40173
Let ne know if you have any other needs or questions-
BillObermann
Bill Obermann
Air Quality Planner
Cordilleran Compliance Services, Inc.
5550 Marshall Street
Arvada, Colorado 80002
303.237.2072
303.237.2659 (fax)
720.201.6471 (cell)
rvww.cordctlmp.ctllrl
Wednesday, June 29,2005 America Online: Tbettes9008
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A5/38/28A5 2A:2L 6258627 ROAD AlD BR]DGE
Mny 31,2005
Mr. Dioa Plsrk
Cordillcrm Cotnpliance Servicet Ioc.
W627 % Road
GrandJuoctloa, CO 81505
RE: OXY USA
County Roed 213
CC: G{rficld County Building rnd Planning Dcpenrncot
Dear Mt. Plssk;
The ptopttty you are dcdiog rrit$ is beyond tle couoty road thesefore, Iou do not nccd a
drivesny perrnit from Gufield County.
If you hrw rny guerUons ot probleur, plcarc fccl free to cotrtact rne.
Sincetely,
IftaigKubery
Disuict Foreman
Gcrfleld County Rood and Bridg* Depsrrnent
0567 Cosily nord 35?
P.O. Bq {26IIft, C10 tl5fl)
Phooc: Yr0-621-8601
Frrr;t YlO4Z6.l627
PAGE 81
Garfield County Road and Bridge Department
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A5/3812OO5 28:?1, 6258627 RDAD A}.ID BRlDffi
Moy 31,2005
Mr. Dioa Pl*h
Cordillcrm Cotnpliaocc Servicet Ioc"
W21% Road
Graod Juoetioa, CO 81505
RE; OXY USA
Cormty Roed 213
CG G*rficld Couaty Building rnd Phnning Deprnnrmt
Dear Mt. Plsck;
The ptopety you sle deeling vidr is bcyond thc couoty road thereforc, you do no,t nced r
drivewey perrnit from Garfidd Cormty.
If you heve eny guertions ot prubleos, plcase fccl frec to coatact mc.
Sincercln
hlraig Kuberry
Drstrict Foreoan
Gerfidd Cor:nty Rotd and B.idg" Deputsnont
056? Corlry Ro.d,02
P.O,Eca26ll&,co tlSt{)
Phoac:910{25{501
Frrr 9?0{25{621
PAGE gI
Garfield County Road and Btidge Dcpartmcnt
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BOASD OF
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CORDILLERAN COMPLIANCE SERVICES, INC.
826 2I !,i ROAD
GRAND JUNCTION. COLORADO 815O5(970) 263-7800
PAY
TCJ THE
.RDEF oF Garfietd County Building and Planning Dep
Garfield County Buikling and Planning Dep
108 8th Streel, Suile 201
Glenwood Springs, CO 81601
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TWO ThOUSand SeVen HUndfed FOfty-Eight and 49/100****tt*tl'*t*n**'********'M*********ffi**H*****ti*ti*****t***
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GARFIELD COUNTY BUTI,DING PERMIT APPI,ICATION16 8" Stre€t, Sult! Zrl, clGDwood Springr, CO Al5ol,
Pho{c! 97O.945-El12 / I'er: 970.384-9470 / t68pcctlon Lino: 9?O.gB4.E{X)a
permirNo: parcel/ScheduteNo: ltL?^ Rlt/-O-O_695
lJouAddress: B miles itrorth, 7 rliles lrast of Debeque, CO iil-ffi+I€- -Blek+ls-qW/4 sv/4 SeS_12 t7S R 97t'l -Su54-f..Ererrpiica^ i
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s9. !!of Burldiry: I Sq. rt.H;isht ..;-"
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i No. of Floors:5500
Use of Building: -'vst sr ouuqtrr'' Equi-prrent I
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Lic. No. i2050337 I
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v I Garage:
PERIOD OF T 80 DAYS NT AXY 'I]ME ATiTER WORI( IS COMMENCED,
I EBNETT CETNFY T?A" I IIAYE EEAD AND tEEArr$ED THIS
APruCATIOIC AND KNOW THE SAME TO BI' TRUE AND CORRECT. ALL
PRT)\4SIONS OF iAttrS GOVSRNINO THISTYPE OFWORK WILLBECONPI,EIID I'fTEItr I'|r TIIER SPECIPTED HEREITT OR tfi}r. flIE
GITAN'NNG OF'A PEBDIT DOES NOT FREAU}TE TO GIVE AU,rEORTTY
TO VX'I.A?E OR CATCTL THE PROVTEIOISS OF ANY OTTIBR STATE ORr4CAL TAW REGULAI]NC CONSTRUCTTOII OR TI{E PERFORMANCE
i| *^_^ ii n0ne ii"'-"-lti NorrcE k-F..: ---Tft;mit Fe;i - -
---ASEp RATEET.ECTRTcALpERMTTTSREeUTREDANDMUsTBE l'*" -^^'-.'''- l'-"".-'--' iIssuED Bylxe srATE oF.coLoRADo. i I ,il__,
IH.,1T-"iltf#,?Jf",#l?IH;lL'H""S^?Jffiffi"." l.rot.r p.., - -fD"Ga p**rfr""";.r: _i
coilSTRUCTIoN OR WORK rs SUSPENDED OR ABANDONED FoR r\ ',
OCC Group:Const. Type:
Zoning:Setbacks:
uaii"-. rf"me,ISDS No. & Fee:
i BI.DG DEPT-
L af-TTSU UpAIE_
PLNG, DETT.
AIE8ovArlP_ATE
AGREEMENT
PF]RI\,I'ISSION IS H!]RIIBY GRNN'TED TO THg APPUCANT AS OIVNER, CL]MR^CTOR ANDi OR'THE AGENT OF THE CONTRAC'IOR OF OWNER TO CONSTRUCT THESTRUCTURE AS DFITAILED ON PLANS AND.SPEctFICATtoNs,sUtJtvllTrED rO aUD nEvtewED lly Ttl'tX Bt,tLDtNG DIIrARTMENT.IX CONSIDERATIOiI OF'IIIE ISSSUANCE OF THIS PERMIT,'THE SiGNER. HERBBY AGREES TO COMFLY WITH ALL BU'LDINO CODES AND L\ND USEREGUIATIONS TIDOPTED BY GARFIEID COUNfi PURSUANT TO UTIIORIfi GIVEN LN .3O-28-2OI CRS AS A]I'ENDED. THE SIGNER FU('NIER AGREES THAT IFTHE BO\IE SAID ORDINAT\iCES ARE NOT FUIY C9MPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AJ{D USE OP THE AAOVE DESCRIBDI)STRUCTLRE, fiE PERIrrf IUAY BE REVoKED BY t{oTlCE FRoM TlrE COUilTY exO tfrrr wrer AND TIIERE IT SnALL BF.coME NULL AND vOtD.
TIIE ISSUANCE OF A PERMI' BASED UPON PL6NS, SPECIFICAI'IONS AM) OTHER DATA SHALL NOT PREVENT THE BUILDING OIiF'ICIAL FROM THEREAFI'ERREQUIRING THE CORRECTIoN OI? ERRORS IN SAID PLANS, SPNCIFICAI]ONS ANI) OT}IDR DA'TA OR FRONT PREVANTING BUII.DING OPERT\TION REINGCARRIED ON THEREUNDER WHEN IN VIOL{TION OF THS CODE OR ANY OTI-IER ORDTNANCE OR REGUI,ATION OF THISJURISDICTION.
THE, REVIEW OF SI'BMITTED PLANS AND SPECIFICATIONS AND INSPECT]ON,S CONDUCTzu THEREAFTER DOBS NOT CONS-|rIUTE AN ACCEPIANCE OF ANYRESI'ONSTBruTIES OR LIABLIT'ES BY GARFIELD COUNTY F'OR ERRORS, OM]SSIONS OR DISCREPENCIES. THE RESPONSIBIIf,TY FOR THESE TTEMS ANDI,}'PI.EMENTATIO}'I DURING CONSTRUCTTON RBSTS SPECIFI€T.^J.IY WTTH THE ARTICTECT, DESIGNER, BU]I-DER, ND owNER, coM]vIENl'S ARE INTENDEDTO BE CONSERVATIVE AND IN SUPPOTT OF TIJE OWNERS LNTBRBST.
Garfom.0Oll
I HEREBYT\CKNOIVLEDGETHATl HAVE READr\ND IJNDERSIANDTHEAGREEI,TICNTIBovE (tNlTtAL):_
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GAR.FHELB CO{JNTY BUII,OING,&h[D PI,A}[NTF[G
970-945-8212
MIMMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCT'TON OF
COMNTERCTA L OR- MUI,TI-FAMILY R ESIDENTI.A L BUNL D TNGS
Including
NEW COhIS'TRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BIJILDINGS
In order to understand the scope of the work intended under a permit application and expedite theissuance of a permit it is imlnrtant that complete information bL proviala. wnen reviewing a plan
and it's discovered that required infonnation has not been provided by the applicanl, this will resultin the delay of the permit isisuance and in proceeding with building construction. The owner orcontractor shall be required to provide this infomration before the plan review can proceed. Otherplans that are in line for review may be given attention before the new information may be reviewed
after it has been provided to the Building Department.
Flease review thig document to determine if you have enough information to design yourproject and provide adequatc information to facilitatc a plan review, Also, please considerusing e design profemional for asslstance ia your dcsiga and a consfruetion f,rofessional forconstruction of,your project. Any project with more than ten (f 0) occupents requires the plansto be sealed by a colorado Registered llesign professionar.
To provide for a more understmdable plan and in order to cletermine comptiance with the building,plumbing and mechanical codes, applicants are requested to review the tollowing checklist prior toand during design.
Plans to be included for a Building Fermit must be on draft paper nt treast lg,,x 24,,,, anddrawn to scale.
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Plans must include a floor plan, a concrete footing and fotmdation plan, elevations all sides with
decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and
original grade line- A section sh.owing in detail, from the bottom of the footing to the top oithe roof,
including re-bar, anchor bolts, prassure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house-rap, (which is rcquired), siding or any approved building material. Engineered
foundations rnay be required. Check with the Building Department.
A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roofmust be
designed to withstand a 40 pound per square lbot up to 7,000 feet in elevation, a 90 M.p.H.
windspeed, wind expozure B or C, and a 36 inch frost depth.
All sheets need to be identified by number and indexed. All of the above requirements must be met
or your plans will be returned
All plans submitted must be incompliance with the 2003 IBC, tpc, IMC and IFGC.
Applicants are nequired to indicate appropriately and to submit counpleted chrcklist at time of
application for a permit:
Is a site plan included that identifies the location of the proposed shucture, additiors or other
buildings, setback ea.sements, and utility easements showing distances to the property lines
fiom each corner ol'the proposed structure prepared by a Iicsnsed surveyor and, has the
surveyors signature and professional stamp on the drawing? Slopes of 30"4 or more on
properties must be show on site plan. (NOTE: Section f06.2) Any site plan for the
placement of any portion of a structure within 50 fl. of a property line ancl not within a
previously surveyed building envelope on a subdivision final plat shall be prepared by a
licensed surveyor and have fhe surveyors signature and professional stamp on tfri drawing.
Any structtrre to be built within abuilding envelope of a lot shown on a recorded subdivision
plat shall include a copy of the building envelope as it is shown on the final plat with the
proposed structure located within the envelope.Yes_X--
Does the site plan'arhen applicable include the lccation of the LS.D.S. (Individual Sewage
Disposal System) and distances to the Foperty lines, wells (on subject properly and adjactnt
properties), streams or water courses? This information must be certified by a licensed
surveyor with their signature and professional stamp on the design-Yes- No=-.=-- Not necessary for this project _ x There rs no I.,S.D.,s.
associated with this building.
Are the plans zubmitted for application review coustruction drawings and not drawings that
are starnped or marked identifying them as 'Not for conskuction, for permit issuance only,',
"Approval drawings only", "For permit issuance only" or similar languagel
)
3.
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5.
6.
'1.
8.
9.
10_
Yes__-X_ No Not necessary for this project_
Is the I.S.D'S- (Individual Sewage Disposal System) designed, stamped and signed by a
Colorado Registered Engineer?
Yes- No-..-- Not nccessary for this project__j__ There is no /.S.D.^!^
associated with this building.
Does the site plan indicate the location and direction of the State, County or private road
accessing the property? The site is accessedfrom a private road as indicared on the
attached map.
Yes -X
Do the plans include a foundation plan indicating the size, Iocation and spacing of allreinforcing st€el in accordance with the uniform building code or per stamped engineered
design?
Yes* X No Not necessary ftx. this prcrject__-__
If the building is a pre-engineered structure, is there a stampetl, signed engineered frddin
plan for this building?
Yes*- J No Not necessary lbr this project -._--
Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the elearances required between wood and earth?Y*==- No-- Nol necessary for project-X- There qre no under Jloorcrawl spaces associated with this buitding.
Do the plans indicate the size and location ofthe ventilation openings forthe attic, roofjoist
spaces and soffits?
Yes__-X-- No Not necessary for this project_=_
Do the plans include design loads as required under the IBC or IRC tbr roof snowloads, (a
minimum of 40 pounds per squffe foot in Garfield County)?
Yes_ -X ** No_==-- Not necessary for this proJect__
Do the plans include design loads as requirecl for floor loads under the IBC or IRC?Yes__X_ No Not necessary frrr this project_-_
Does the plan include abuilding section drawing indicating founrJation, wal!, floor, anclroof
construction?
Yes_ X No Not necessary lbr this project
I l.
12.
Is the wind speed and exposure design included in the plan?Yes_-X.- No.-- Not necessary for this project_
13.
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15.
Doesthebuilding section drawinginclude size and spacingof floorjoists, wallstudg ceiling
joists, roof rafters or.ioists or trusses?
Yes X No Not necessary for thjs project
f)oes the building section drawing or other detail include the method of positive connection
of all columns and beam-"?
Yes X No Not necessary for this project
16. Doss the elevalion plan indicate the height of the building or proposed addition from the
undisturbed gt"ade to the midpoint between the ridge and eave of a gable or shed roof or the
top of a flat roofl (Check applicable zone district for building height maximum)Yes-=
Yes_
No Nol necessary for this pro.iect__ X _ The building is localed
No_ Not necessary for this project___X_ There are no sleeping
No Notnecessary tbrthis project_E_ There ore nowindatts
in o zone district exempt from building height requirement.r.
Does the plan include any stove or zero clearance fireplace planned for installation
including make and model and Colorado Phase tr certifications or Phase II EPA
Yes No Not necessary for this project__A_ There is nofireplace
associated with this building.
18. Does the plan include a masonry fireplace including a fireplace section indicating designto
comply with the IBC or IRC?
Yes No Not necessary for this project_[_ I'here is no Jireplace
associated with this building.
19. Does lhe plan include a window schedulc or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirernents of the IBC or IRC?
rootrrs or bosements ossociated with this buitding_
20- Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
21.
aswciated w ith this building.
Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surfhce nounally used as
a walking surhce; sliding glass doors; fixed glass panels; showsr doors and tub enclosures
and specify safety glazing for these areas?Yes_- No Not necessary for this project _X
subject to human impac:t associated with this building.
There is no glazing
17.
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22. Do the plans include a complete design for all mechanical systems ptanned for installation in
this building?
Yes_.-- No*- Not necessary for this project.. =x --- There are no
mechonical systems ass oc iated w ith this huitdi ng.
23. Have all areas in the building been acctrately identified for the intended use? (Occupancy as
identified in the IBC Chapter 3)
Yes-_-No-Not necess.rry for this pmject*-}(*_ T'here are ral seryrate
24.
26.
27.
29.
30.
areos or intendeduse.s within the plonned building.
Does the plan indicate the quantity, forrn, use and storage of any hazardous materials that
may be in use in this building?
Yes- No-_- Not necessary for this project* x rhere wiu be no
hazordous material,storage or use associatedwith this building.
25. Is the location of all natural and liquid petroleum gas firrnaces, boilers and waler heaters
indicated on the plan'l
Yes-- No Not necessary for this project_ l_ There are no natural or
liquid pelroleum gas Jinruces, bailers qnd hot water heuters associated wrth this building.
Do the plans indicate the lcrcation and dimension ofrestroom facilities anrl if more than four
ernployees and both sexes are employed, facilities for both sexes?Yes-- No.- Not necessary for this project X There are no restroom
facilitiw sssociated wrth this building.
Do the plans indioate that restrooms and access to the building are handicapped
accessible?
Yes- No- Notnecessaryforthis project_A_ There are norestroom
facilities associated with this building.
28. Have two (2) cornplete sets of construction drawings treen submitted with the application?Yes*_X_ No
Have you dasigned or had this plan designed while considering builtling and other
construction code requirements?
Yes_ X . No Not necessary for this pro.iu,t__
Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Department?
Yes X No
31. Do your plans comply with all z.oning rules antl regulations in the County relatecl to your
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32' Do you tmderstand that approval for design and/or construction changes are required prior to
the implementation of these changes?
zone district? For corner lots see supplemental section 5.05.03 in the G.rfield County
Znning Resolution fbr setbacks.
Yes*_X___ No.
Yes X_--- No
Do you understand fratthe Building Departnrent will collect a "Plan Review, fee from you at
the time of application and that you will be required to pay the "permit" fee as well as any
"Septic System" or "Road Impacf'fees required, at the time you pick up your buildingpcrmit?
Yes X _No
Are you aware that you are required to call for all inspections required under the tBCincluding approval on a final inspection puef to receiving a Certificate of Occupancy and
occupancy of the building?
Yes X No
Are you aware that rhe Permit Application must be signed by the Owner or a writtenautlrority be given fbr an Agent and that the party resporuible for the projecl must complywith the Uniform Codes?
Yes X No_=_
Are you aware that you must call in for an inspection by 3:30 the business day before
the requested inspection in order to receive it the fotlowing business day? Inspectionswill be made between 7:30 a.m. and 3:30 p.m. Monday through Friday. iorpu.tio* "r.to be called in to 384-S00S.
Are you aware that requesting irspections on work that is not ready or not accessible willresult in a $50.00 re-inspection fee?Yes X_ No
Are you aware that prior to issuance ofa building permit you are required to show proof of adriveway access permit or obtain a statement from the- Garfield bounty Road & BridgeDeparhnent stating one is not necessary? You can contact the Road & Briige Department at625-8601.
Yes -X No An exemption letter from the GarJietd County Road &
33.
34.
35.
36.
37,
38.
P lanning Department v ia fax.
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39. . Do you tmderstand that you will be required to hire a State of Colorado Licensed Electrician
and Plumberto perform installations and hookups? The license number will he required at
time of inspection.
Yes X _No
40, Are you aware, that on the fiont of the building permit application you will need to fill in the
Parcel/ Schedule Number for the lot you are applying for this permit on prior to zubmittal of
the building psrmit application? Your attention in this is appreciated-
Yes X No
41. Do you know that the local fue district may require you to submit plans for their review of
fire safety issues? Yes X No (Please check with the
building department about this requirement)
42. Do you understand that if you are planmng on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a grading
permit?
Yes -X -
A grading permit exemption exists for agricultural zoned property.
I hereby acklowledge that I have read, understand, and answercd these questions to
Signature
Phone; ft;;-+ f 4i" ,,.,:; (days);f Vr; 'Pe' r':?'3 .(evenings)
ProjectName:_ d4_ {rn$ .;i,*":4 -
/'
Project Address: t,l
!)ti1.>t,.r, /t\.:- ! t "
Note:
lf you answered nNo" oo any of these questions you may be required to provide this information at
the request ofthe Building Officiat prior to beginning the plan review prooess. Delays in issuing the
permit are to be expected. Work may not proceed without the issuance of the permit.
.the lrcst of my ability.*..{......,'
-'---_*.,,--...';z , "?.?,/"'sa
Date
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+[f you have answered "Not necessary forthis project" on any of the questions and it is determined
by the Building Official that the information is necessary to review the application and plans to
determine minimum compliance with the adopted codcs, plea.se expect the following:
A. The application may be placed behind more recent applications for building permits in the
rcview ptocess and not reviewed until required information has been provided and the
application rotatos again to frst position for review.
B. Delay in issuance of the permit.
C. Delay in proceeding with construction.
*[f you answered 'T.{o" to this question the circumstances described inthe qrcstion could rcsult in a
'Stop Work Order" being issued or a "Certificate of Occupancy" not being issued.
Bpcomm
Feb2005
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
1oa 8" Street, Sulto 2oly Glcnvood SPrlngB' CO al6of
Phonc: 97O-945-a212 I ruz 97O.3A4'9,47O / IuPccttoa LtaG: 97O-384-5(X)3
Permit No: Parcel/Schedule No: zto+zrlroozo
Job AddreSs: I mil6 north, 7 miles easl oI BeBeque, CdoBdo
1 Lot No:
Sw/,l, SW4, T7S, R97w, 6th PM
Block No:Subd. / Exemption:
2 Owner: oxyusAwrpLp Addtess 607 28 1/4 Road, Sulte t09
GEnd Jurc{on, cO 81506
Ph: 9765s3-546t Wk Ph: ,"r"
3 Contractor:
Ford Construction
Address: 714AmrestR@d
GEnd Junctid, CO 8'15O5
Ph' szcz+sr4l Lic. No. 20s0337
4 Architect/ Engineer:
Allian@ Stel Buildings
Address: 3333 s. c@rcil Road
Oklahoma City. OX 73179
Ph: 40;74t751)o Lic. No. 36i25
J Sq. Ft. ofBuilding:
600sqn
Sq. Ft. of Lot:Height: 10 No, of Floors: .,
6 Use of Building:st@9e/shop
7 Describe work: New St@tBuitding
B Class of Work:E New O Alteration
Addition El Move
o Remove
u x
9
10
Garage: U Single
I N/A Doublc
Carport: N/A O Single
tr Double
o Driveway Permit O On-Site Sewage
N/A Disposal
D Site Plan amdm
1l Valuation of Work: $19,805.00 Adjusted Valuations: S
t2 Special Conditions:
None
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUED BY THE STATE OF COLORADO.
Plan Check Fee:Permit Fee:
THIS PERNIT BECOUES III'LL AND VOID IF WORK OR COIISTRUCTIOI
AUTIIORI'ZEI' IS NOT COMMENCED WITHIJT 1AO DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED ROR A
PERIOD OF 18O DAYS AT AI,[Y TIME AFIER WORK IS COMMENCED.
Total Fee:Dated Permit Issued:
I HEREBY CERTIFY TIIAT I EAVE RJAAD AND ETAUTIIED THIS
APPLICATIOII AND KNOW THE SAME'TO BE TRI]E AND CORRECT. ALL
PROVISIONS OF I,AWS GOVERNING THIS TYPE OF WORK WILL BE
OCC Group:Const. Type:
COXPLETED WITEIIT WEETITER EPECMED EEREIIT OR I{OT. THE
GRANT]NG OF A PPRIIT DOES NOT PRTSUTE TO GIVE AUTEORITY
TO VIOLATE OR CAITCEL THE PROVISIO.I{S OF Al,[Y OTHER SIATE OR
T,OCAL IAW REGUI,ATING CONSTRUCTION OR THE PERFORMANCE
OF CONSTRUCTION.
Zoning:.Setbacks:
Manu. Home:ISDS No. & Fee:
SIGNATURE OFOWNER DATE
BLDG DEPT. PLNG. DEFf.
APPROI,AL/DATE APPROVAL/DATE
AGREEMENT
PERMISSION IS HEREBY GRANTED TO THE APPUCANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE
STRUCTURE AS DETAILED ON PU.NS AND SPECIFICATIONS SUBMTTTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND IAND USE
REGUI-ATIONS ADOP/TED BY GARF]ELD COUNTY PURSUANT TO AUTHORITY GWEN LN 3O.2A.2OI CRS AS AMENDED. THE SIGNER FURTHER AGREES THAT IF
THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE rcOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVD DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNfi AND TIIAT THEN AND THERE IT STIALL BECOME NULL AND VOID-
THE ISSUANCE OF A PERMT BASED UPON PI.ANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS tN SAID PI.,ANS, SPECIF]CATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOI^ATION OF THS CODE OR AIry OTHER ORDINANCE OR REGUI.ATION OF THIS JT'RISDICTION.
THE REVIEW OF ST'BMITTED PI.ANS AND SPECIF]CATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY
RESPONSIBILITIES OR LIABUTIES BY GARFIELD COT.INTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. TIIE RESPONSIBIUTY FOR THESE ITEMS AND
IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIRCIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED
TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTERES'T.
Garfom.0O3
I HEREBY ACINOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE IINITIAL): -=-_-
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O The following items are required by Garfield County for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigrted by Garfield County Building Departrnent posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kirchen floor coverings, 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 stool, hot and cold
running water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30" high constructed to all IBC and IRC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made;
8. A frral inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign offby the Fire District, anchor State
Agencies where applicable.
A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****CA}JNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OFOCCUPANCY
(c.o.) rs IssuED. occuPANCY oR usE oF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES TINTIL ABOVE CONDITIONS ARE MET.
I understand and agree to abide by the above conditions for occupancy, use and the issuance ofa
Certificate of Occupancy for the dwelling under building permit #
-Signature
BpcontOct2004
Date
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GARFIELD COUNTY BUILDING AND PLAI\NING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MULTI.FAMILY RESIDENTIAL BUILDINGS
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of the work intended under a permit application and expedite the
issuance of a permit it is important that complete information be provided. When reviewing a plan
and it's discovered that required information has not been provided by the applicant, this will result
in the delay of the permit issuance and in proceeding with building construction. The owner or
contractor shall be required to provide this information before the plan review can proceed. Other
plans that are in line forreviewmaybe given attentionbefore the new informationmaybe reviewed
after it has been provided to the Building Department.
Please rcview this document to determine if you have enough information to design your
project and provide adequate information to facilitate a plan review. Also, please consider
using a design professional for assistance in your design and a construction professional for
construction ofyour project. Any projectwith more than ten (10) occupants requires the plrns
to be sealed by a Colorado Registered Design Professional.
To provide for a more understandable plan and in order to determine compliance with the building,
plumbing and mechanical codes, applicants are requested to review the following checklist prior to
and during design.
Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and
drawn to scale.
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1.
Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade and
original grade line. A section showing in detail, from the bottom of the footing to the top ofthe roof,
including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and spacing, insulation,
sheeting, house-rap, (which is required), siding or any approved building material. Engineered
foundations may be required. Check with the Building Department.
A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must be
designed to withstand a 40 pound per sqtmre foot up to 7,000 feet in elevatior; a 90 M.P.H.
windspeed, wind exposure B or C, and a 36 inch frost depth.
All sheets need to be identified by number and indexed. All of the above requirements must be met
or your plans will be returned.
All plans submitted must be incompliance with the 2003 IBC,IPC,IMC and IFGC.
Applicants are required to indicate appropriately and to submit completed checklist at time of
application for a permit:
Is a site plan included that identifies the location of the proposed structure, additions or other
buildings, setback easements, and utility easements showing distances to the property lines
from each corner of the proposed structure prepared by a licensed surveyor and has the
snrveyors signature and professional stamp on the drawing? Slopes of 30Yo or more on
properties must be show on site plan. (NOTE: Section 106.2) Any site plan for the
placement of any portion of a structure within 50 ft. of a property line and not within a
previously surveyed building envelope on a suMivision final plat shall be prepared by a
licensed surveyor and have the surveyors signature and professional stamp on the drawing.
Any structure to be built within a building envelope of a lot shown on a recorded subdivision
plat, shall include a copy of the building envelope as it is shown on the final plat with the
proposed structure located within the envelope.
Yes___ll_
Does the site plan when applicable include the location of the I.S.D.S. Qndividual Sewage
Disposal System) and distances to the prope4y lines, wells (on subject property and adjacent
properties), streams or water courses? This infonnation must be certified by a licensed
surveyor with their signature and professional stamp on the design.
Yes_ No Not necessary for this project X There is no I.S.D.S.
as s oc iot e d with thi s buil ding.
3. Are the plans submitted for application review construction drawings and not drawings that
are stamped or marked identiffing them as "Not for constmction, for permit issuance ody",
"Approval drawings ody", "For permit issuance only" or similar language'?
2.
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O Yes---X- No- Notnecessaryforthisproject-
4. Is the I.S.D.S. (Individual Sewage Disposal System) designed, stamped and signed by a
Colorado Registered Engineer?
Yes_ No_ Not necessary for this project_-L_ There is no .[S.D.S.
associated with this building.
5. Does the site plan indicate the location and direction of the State, County or private road
accessing the property? The site is accessedfrom a private road os indicated on the
attached map.
Yes X
6. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design?
Yes__-X_ No_ Not necessary for this project
7. If the building is a pre-engineered structure, is there a stamped, signed engineered frrdain
plan for this building?
Yes___X_ No_ Not necessary for this project
8. Do the plans indicate the location and size of ventilation openings for under floor crawl
spaces and the clearances required between wood and earth?
Yes_ No_ Not necessary for project__-X__ There are no underJloor
crawl spaces associated with this building.
9. Do the plans indicate the size and location ofthe ventilation openings for the attic, roofjoist
spaces and soffits?
Yes__-X_ No_ Not necessary for this project
10. Do the plans include design loads as required under the IBC or IRC for roof snowloads, (a
minimum of 40 pounds per square foot in Garfield County)?
Yes__ll_ No_ Not necessary for this project_
I l. Do the plans include design loads as required for floor loads under the IBC or IRC?
Yes__-X_ No_ Not necessary for this project
12. Does the plan include a building section drawing indicating foundation, wall, floor, and roof
construction?
Yes_A_ No_ Not necessary for this project_
13. Is the wind speed and exposure design included in the plan?
Yes X No Not necessary for this project
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14.Does the building section drawing include size and spacing of floor joists, wall studs, ceiling
joists, roofrafters orjoists or trusses?
Yes X No Not necessary for this project
15.Does the building section drawing or other detail include the method of positive connection
of all columns and beams?
Yes__l!_ No Not necessary for this project
Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof orthe
top of a flat roofl (Check applicable zone district for building height maximum)
Yes_ No_ Notnecessaryforthisproject__-X__ Thebuildingis located
in a zone district exempt from building height requirements.
17. Does the plan include any stove or zero clearance fireplace planned for installation
including make and model and Colorado Phase II certifications or Phase II EPA
certification?
16.
Yes_ No Not necessary for this project X There is nofireploce
18.
associated with this building.
Does the plan include a masonry fireplace including a fireplace section indicating design to
comply withthe IBC or IRC?
Yes No Not necessary for this project X There is nofireplace
associated with this building.
Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping rooms and/or basements comply with the requirements of the IBC or IRC?
Yes No_ Notnecessaryforthisproject_ X_ Therearenosleeping
rooms or basements associated with this building.
Does the plan include a window schedule or other verification that windows provide natural
light and ventilation for all habitable rooms?
Yes No Not necessary forthis project X There are nowindows
associated with this building.
Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazingimmediately adjacent to such doors; glazingadjacent to any surface normally used as
a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specifu safety glazing for these areas?
Yes No_ Not necessary for this project -X There is no glazing
19.
20.
21.
subject to human impact associated with this building.
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22. Do the plans include a complete design for all mechanical systems planned for installation in
this building?
Yes_ No_ Not necessary for this project___X_ 'Ihere ore no
mechanical systems associated with this building.
23. Have all areas in the building been accurately identihed for the intended use? (Occupancy as
identified in the IBC Chapter 3)
Yes- No_ Notnecessaryforthisproject__-X_ There arenot separate
areas or intended uses within the planned building.
24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use in this building?
Yes No_ Not necessary for this project X There will be no
hazardous material storage or use associated with this building.
25. Is the location of all natural and liquid petroleum gas furnaces, boilers and water heaters
indicated on the plan?
Yes- No_ Notnecessaryforthisproject__-X_ There areno natural or
liquid petroleum gasfurnoces, boilers and hot water hedters associatedwith this building.
26. Do the plans indicate the location and dimension ofrestroom facilities and ifmore than four
employees and both sexes are employed, facilities for both sexes?
Yes- No-- Notnecessaryforthisproject__-X_ There are norestroom
facilities associated with this building.
27. Do the plans indicate that restrooms and access to the building are handicapped
accessible?
Yes- No_ Notnecessaryforthisproject_-X__ There arenorestroom
facilities ossociated with this building.
28. Have two (2) complete sets of construction drawings been submitted with the application?
Yes_--X_ No
29. Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes__-[_ No_ Not necessary for this project_
30. Does the plan accurately indicate what you intend to construct and what will receive a final
inspection by the Garfield County Building Departrnent?
Yes X No
31. Do your plans comply with all zoning rules and regulations in the County related to your
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zone district? For corner lots see supplemental section 5.05.03 in the Garfield County
Zorung Resolution for setbacks.
Yes X No
32. Do you understand that approval for design and/or construction changes are required prior to
the implementation of these changes?
Yes X No
33. Do you understand that the Building Department will collect a "Plan Review" fee from you at
the time of application and that you will be required to pay the "Permit" fee as well as any
"Septic System" or "Road Impact" fees required, at the time you pick up your building
permit?
Yes X No
34. Are you aware that you are required to call for all inspections required under the IBC
including approval on a final inspection prior to receiving a Certificate of Occupancy and
occupancy of the building?
Yes X No
35. Are you aware that the Permit Application must be signed by the Owner or a written
authority be given for an Agent and that the party responsible for the project must comply
with the Uniform Codes?
Yes__-X_ No_
36. Are you aware that you must call in for an inspection by 3:30 the business day before
the requested inspection in order to receive it the following business day? Inspections
will be made between 7:30 a.m. and 3:30 p.m. Monday through Friday.Inspections are
to be called in to 384-5003.
37. Are you aware that requesting inspections on work that is not ready or not accessible will
result in a $50.00 re-inspection fee?
Yes---X- No-
38. Are you aware that prior to issuance of a building permit you are required to show proof of a
driveway access permit or obtain a statement from the Garfield County Road & Bridge
Department stating one is not necessary? You can contact the Road & Bridge Department at
625-8601.
Yes___IL_No_ An exemption letter from the Garfield County Road &
Bridge Department is pending as of 5/25/05 and will be submitted to the Building &
P I anning Department vio fac.
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39. Do you understand that you will be required to hire a State of Colorado Licensed Electrician
and Plumber to perform installations and hookups? The license number will be required at
time of inspection.
Yes-X-}[o
40. Are you aware, that on the front ofthe building permit application you will need to frll in the
ParceV Schedule Number for the lot you are applying for this permit on prior to submittal of
the building permit application? Your attention in this is appreciated.
Yes X No
Do you know that the local fire district may require you to submit plans for their review of
fire safety issues? Yes.X No_ (Please check with the
building department about this requirement)
Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a grading
permit?
Yes X A grading permit exemption exists for agricultural zoned property.
I hereby acknowledge that I have read, understand, and answered these questions to
the best of my ability.
41.
42.
Signature
Phone:(days);(evenings)
Project Name:
Project Address:
Note:
Ifyou answered "No" on any of these questions you may be required to provide this information at
the request of the Building Official prior to beginning the plan review process. Delays in issuing the
permit are to be expected. Work may not proceed without the issuance of the permit.
Date
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*If you have answered 'Not necessary for this project" on any of the questions and it is determined
by the Building Official that the information is necessary to review the application and plans to
determine minimum compliance with the adopted codes, please expect the following:
A. The application may be placed behind more recent applications for building permits in the
review process and not reviewed until required information has been provided and the
application rotates again to first position for review.
B. Delay in issuance of the permit.
C. Delay in proceeding with construction.
*If you answered "No" to this question the circumstances described in the question could result in a
"Stop Work Order" being issued or a "Certificate of Occupancy" not being issued.
Bpcomm
Feb2005
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GARFIELD COUNTY BUILDING PERMIT APPLICATION
lOA E* atrcct, Sqttc 2Of, Glelvood Sprhgr, CO a16O1
Plroac: 97o'945-82L2 I f*z 97G.3a4-s47o / Ilspcctlon Lhe: 97(>3E4-5OOa
t,l,A
hu'**y
Permit No:Parcel/Schedule No: zrog.ztloo-om
JOb AddresS: 8 fril6 north, 7 miles oast ol BeBeque, Cd@do
1 Lot No:
sw4, sw4, T7s, R97W,6th PM
Block No:Subd. / Exemption:
2 Owner: oxyusAWTpLp AddresS 607 281/4 R@d, Suite 109
GBnd Junctis, CO 81506
Ph: 97q,6s3-5461 Wk Ph: -ume
3 Contractor:
Ford Consbuction
AddresS: 714 Amesl R@d
GEnd Junctm, CO 81505
Ph, ,r*rou-gra Lic. No. 2050337
4 Architect/ Engineer:
Alliare Steel Buildings
Address: 3333 S. c@rcil R@d
Oklahma City, OK 73179
Ph: 4057417500 Lic- No.36125
5 Sq. Ft. of B-ildlng:
z4oosqir
Sq, Ft. oflot:Height: zt No. ofFloors: ,
6 Use of Building:
Equipment
7 Describe work: N4 st@r Buirding
8 Class of Work:o New O Alteration
Addition B Move
o Remove
tr x
9
10
Garage: tr Single
f, N/A Double
Carport: N,/A tr Single
tr Double
o Driveway Perrnit tr On-Site Sewage
N/A Disposal
tr Site Plan ABffi
11 Valuation of Work: $78,697.00 Adjusted Valuations: S
12 Special Conditions:
Nme
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQU]RED AND MUST BE
ISSUED BY THE STATE OF COI,ORADO.
Plan Check Fee:Permit Fee:
THIS PBRIIT BECOUES I{I'LL AND VOID IF WORK OR CONSTRI'CTIOI
AUTIIORIZEI' IS NOT COMMENCED WITIII.IT 18O DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF 180 DAYS AT Al.tY TIME AF rER WORK IS COMMENCED.
Total Fee:Dated Permit Issued:
I HEREBY CERNFY TEAT I EAVE RF.AD AND EXATITED THIS
A.PPLICATIOI| AND KI{OW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF I.AWS GOVERNING THIS TYPE OF WORK wlLL BE
OCC Group:Const. Type:
COTPLETEI' EITEIT WEETEER SPECITIED IIERTIIT OR XOT. TEE
GRANTING OF A PERIIT DOES NOT PRTAI'UE TO GIVE AUTHORITY
TO VIOLATE OR CIJTCEL THE PROVIAIOI{S OF ANY OTHER STATE OR
LOCAL I.AW REGUI.ATING CONSTRUCTION OR THE PERFORMANCE
OF CONSTRUCTION.
Zoning:.Setbacks:
Manu. Home:ISDS No. & Fee:
SIGNATUREOFOWNER DATE
BLDG DEPT. PLNG. DETT.APPROVAL/DATE APPRO\,AL/I'ATE
AGREEMENT
PERMISSION IS HEREBY GRANTED TO Tr{E APPUCANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE COI{TRACTOR OR OWNER TO CONSTRUCT THE
STRUCTURE AS DETAILED ON PIT,NS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREF.S TO COMPLY wlTH ALL BUILDING CODES AND Lq.ND USE
REGUI.ATTONS ADOPTED BY GARFIELD COUNTY PURSUANT TO A1JTHORITY GTVEN LN 3O.2A.2OI CRS AS AMENDED. THE SIGNER FURTHER AGREES TT{AT IF
THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE I.COATION, ERECTION, CONSTRUCTION, AND USE OF THE ADOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND T}iAT THEN AND THERE IT STIALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT BASED UPON PI-ANS, SPECIFICATTONS AND STHER DATA SHALL NCTT PREVEI,IT THE BI,JILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECT1ON OF ERRORS IN SAID PI^ANS, SPECIF]CATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOI.,ATION OF THS CODE OR Airy OTHER ORDINANCE OR REGUT.ATION OF THIS JURISDICTION,
THE REVIEW OF SUBMITTED PI,ANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPTANCE OF ANY
RESPONSIBIUTIES OR LIABUTIDS BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILITY FOR THESE ITEMS AND
IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE INTENDED
TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LI{TEREST,
Garfom.OO3
I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE OMTIAL}:_==--
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O The following items are required by Garfield County for a final inspection:
1. A final Electrical lnspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfield County Building Deparhnent posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, 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 stool, hot and cold
running water, non-absorbent floors and walls finished and a privacy door;
5. A11 steps outside or inside over tfuee (3) steps must have handrails, grrard rails on balconies or
decks over 30" high constructed to all IBC and IRC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a final inspection made;
8. A final inspection sign offby the Garfield County Road & Bridge Departrnent for driveway
installation, where applicable; as well as any final sign offby the Fire District, anchor State
Agencies where applicable.
A CERTIFICATE OFOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****CANINOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OFOCCUPANCY
(c.o.) rs ISsuED. occuPANCY oR USE OF DWELLING WITHOUT A C.O. WILL BE
CONSIDERED AN ILLEGAL OCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES T]NTIL ABOVE CONDITIONS ARE MET,
I understand and agree to abide by the above conditions for occupancy, use and the issuance ofa
Certificateofoccupancyforthedwellingunderbui1dingpermit#-
Signature
BpcontOct2004
Date
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GARTIELD COTINTY BUILDING AI\TD PLANI{ING
970-94s-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MT]LTI.FAMILY RESIDENTIAL BUILDINGS
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVED BUILDINGS
In order to understand the scope of tlre work intended under a permit application and expedite
the issuaoce of a permit it is important that complete information be provided. When reviewing
a plan and it's discovered that required infomration has not been provided by the applicant this
will result in the delay of the permit issuance and in proceeding with building constnrction. The
owner or contractor shall be required to provide this information before the plan review can
proceed. Other plans that are in line for review may be given attention before the new
information may be reviewed after it has been provided to the Building Department.
Plese revirry this document to determinc if you have enough inforuation to {6ign your
proieet and provide edequate information to faeilitrte a plan revicw. AIso, please consider
using a design professional for asslstancc in your de*ign and a eonstruction professionrl for
construction of your projecl Any proiectwith more than ten (10) oc*upants rcquires the
plans to be scaled by a Colorado Registered Design ProfessionaL
To provide for a more understandable plan and in order to determine compliance with the
building, plumbing md mechanical codes, applicants are requested to review the fotlowing
checklist prior to and during design.
Plans to be included for a Building Permit must be on draft paper at least 1E"r 24"" and
drrwn to scale.
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Plans must include a floorplan, a concrete footing and foundation plan, elevations all sides with
decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade
and original grade line. A section showing in detail, from the bottom of the footing to the top of
the roof including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and
spacing, insutation, sheeting, house-rap, (which is required), siding or ary approved building
mderial. Engineered foundations may be required Check with the Building Department.
A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must
be deskned to withstand a 40 pound per squffe foot up to 7,000 feet in elevation, a 90 M.P.H.
windspeeq wind exposure B or C, and a 36 inch frost depth.
Ail sheets need to be identified by oumber and indexed. All of the above requirements must be
met oryour plans \r/i[ be retumed-
AII plans submitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC.
Applicants are required to indicate appropriatety and to submit completed checklist at
time of application for a permit:
l Is a site plan included that identifies the location of the proposed structure, additions or
other buildings, setback easementso and utility easements showing distances to the
property lines from each corner of the proposed stnrctrrre prepared by a liceosed surveyor
and has the surveyors signature and professional stamp on the drawing? Slopes of 3V/o
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 prop€rty line and not
within a previously surveyed building envelope on a subdivision final plat shall be
prepared by a licensed surveyor and have the surveyors signature and professional stamp
on the drawing. Any skucture to be built \rithin a building envelope of a lot shown on a
recorded subdivisionpla! shall include a copy ofthe building envelope as it is shown on
the final plat with the proposed stucture locatd within the envelope.
Yes_*-X.***
2. Does the site plan when ap'plicable include the location of the I.S.D.S. Qndividual Sewage
Disposal System) and distanc€s to the property lines, wells (on subjrct property and
adjacent properties), streams or water eourses? This information must be certified by a
licensed surveyor with their signature and professional stamp on the design-
Yes No Not necessary for this projet X There is no I.S.D.S.
associated with this building.
Are the plans submitted for application review construction drewings and not drawings
that are stampd or marked identi$ing them as 'Not for constmction, for permit issuance
ody", "Ap,proval drawings only", "For permit issuance only" or similar language?
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O Yes__-X_ No_ Not necessary for this project-
4. Is the I.S.D.S. (Individuat Sewage Disposal System) designed stamped and signed by a
Colorado Registered Engineer?
Yes_ No_ Not necessary forthis project-X__ There is no I-S-D.S.
associoted with this building-
5. Does the site plan indicate the location and dir€ction of the State, County or private road
accessing the properly?
Yes_--X_
6. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance with the uniform building code or per stamped engineered
design?
Yes__J__ No_ Not necessary for this project_
7. If the fililding is a pre-engineered structure, is there a stamped, signed engineered
foundation plan for this building?
Yes__{_ No_ Not necessary for this project_
8. Do the plans indicate the location and size of ventilation openings for under floor crawl
spares and the clemances required between wood and earth?
Yes_ No_ Not necessary for project X There are no underfloor
crawl spaces associatedwith this building.
9- Do the plans indicafe the size and location of the ventilation openings for the attic, roof
joist spaces and soffits?
Yes_-X__ No_ Not necessary for this project_
10. Do the plans include desrgn loads as required under the IBC or IRC for roof
snowloads, (a minimum of 40 pounds per square foot in Garfield County)?
Yes_ J._ No_ Not necessary for this project_
11. Do the plans include design loads as required for floor loads under the IBC or IRC?
Yes_-X_ No_ Not necessary for this project_
12. Does the plan include a building section drawing indicating foundation, wall, floor, and
roof construction?
Yes__X__ No_ Not necessary for this project_
13. Is the wind speed and exposure design included in the plan?
Yes__-X_ No_ Not necessary for this project_
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14. Doesthebuilding section drawing include size and spacing offloorjoists,wall studs, ceiling
joists, roofrafters orjoists or trusses?
Yes_-X_ No_ Not necessary for this project_
15. Does the building section drawing or other detail include the method ofpositive connection
of all columns and beams?
Yes__j_ No_ Not necessary for this project
16. Does the elevation ptan indicate the height of thd building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the
top of a flat roof? (Check applicable zone district for building height maximum)
Yes_ No_ Not necessary for this project X The building is
locsted in o zone district exempt{rom building height requirements.
17. Does the plan include any stove or zero clearance fireplace planned for installation
including make and model and Colorado Phase tr certifications or Phase tr EPA
certification?
Yes_ No_ Not necessary for this project_L _ There is nofireploce
associated with this building.
18. Does the plan include a nusonry fireplace including a fueplace section indicating design
to comply with the IBC or IRC?
Yes_ No_ Not necessary for this project__ll_ There is nofireplace
associoted with this building.
19. Does the plan include a window schedule or other verification that egresVrescue windows
from sleeping rooms and/or basements comply with the requirements of the IBC or IRC?
Yes_ No_ Not necessary for this project-X_ There ore no
sleeping rooms or basements associatedwith this building.
20. Does the plan include a window schedule or other verification that windows provide
natural light and veirtilation for all habitable rooms?
Yts_ No: Not necessary forthis project_-E__ There are no
windows associated with this buildtng.
21. Do the plans indicate the location of glazing subject to htrman impact such as glass doors,
glazing immediately adjacent to such doors; glazing adjacent to any surface normally used as
a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specifr safety glazing for these areas?
Yes_ No_ Not necessary for this project_X__ There is no glazing
subject to human impact ossociatedwith this building.
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22. Do the plans include a complete design for all mechanical systsms planned for
installation i1 this building?
Yes No- Not necessary for this project--X- There are no
mechonical systems associated with this building.
23. Have all areas in the buitding been accurately identified for the intended use?
(Occupancy as identffied in the IBC Chapter 3)
Yes- No- Not necessary for this project---X- There are not
separate areas or intended uses within the planned building-
24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use in this building?
Yes_ No_ Not necessary for this project-X_ There will be no
hazardous moterial storage or use associatedwith this building-
25. Is the location of atl natural and liquid pekoleum gas fumaces, boilers and water heaters
indicated on the plan?
Yes_ No_ Not necessary for this project_-.X_ There ore no liquid
petroleum gasfurnaces, boilers and hot water heaters associstedwith this building-
26, Do the plans indicate the location and dimension of restroom facilities and if more than
four employees and both sexes are employed, facilities for both sexes?
Yes-. No- Not necessary for this project-[ - There ote no
re s tr oom facilitie s associated with this buil ding.
27. Do the plans indicate that restrooms and access to the building are handicapped
accessible?
Yes- No- Not necessuy for this project I . There sre no
restroom facilities associated with this building.
28- Have two (2) complete sets of construction drawings been submitted with the
application?
Yes X No
29. Have you designed or bad this plan designed while considering building and other
construction code requirements?
Yes_-E_ No_ Not necessary for this project-
30. Does the plan accurately indicate what you intend to conskuct and what will receive a
final inspection by the Garfield Cormty Building Deparhent?
Yes__J._ No
31. Do your plens comply with all zoning rules and regulations in the County related to your
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32.
JJ.
zone disEict? For corner lots see supplemental section 5-05.03 in the Garfield County
Tnnng Resolution for setbacks.
Yes X No
Do you understand that approval for design and/or construction changes are required
prigr to the implementation of these changes?
Yes X No
Do you understand that the Building Departrnent will collect a "Plan Review" fee from
you at the time of application and that you will be required to pay the "Permit" fee as well
as any "Septic System" or "Road Impact" fees required, at the time you pick up your
building permit?
Yes X No
Are you aware that you are required to call for all inspections required under the IBC
including approval on a final inspection prior to receiving a Certificate of Occupancy
and occupancy of the building?
Yes_ l_ No_
Are you aware that the Permit Application must be signed by the Owner or a written
authority be grven for an Agent and that the party responsible for the project must comply
with the Uniform Codes?
Yes__-X_ No_
Are you twrre that you must call in for an inspection by 3:30 the business day
before the requested inspection in order to receive it the following business day?
fnspections wiII be made between 7:30 a.m. and 3:30 p.m. Monday through Friday.
fnspections are to be called in to 384-5{X}3.
Are you aware that requesting inspections on work that is not ready or not accessible
will result in a $50.00 re-inspection fee?
Yes-lf- No-
Are you aware that prior to issuance of a building perrnit you are required to show proof
of a driveway acc€ss permit or obtain a statement from the Garfield County Road &
Bridge Deparhnent stating one is not necessary? You can contact the Road & Bridge
Deparment at 625-8601.
Yes____X_Nq An exemption letter from the Gmfield County Road &
Bridge Department is pending as of 5/25/05 andwill be submitted to the Building &
P I anning D eportm ent v i a fm.
34.
35.
36.
37.
38.
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O 39. Do you understand that you will be required to hire a State of Colorado Licensed
Electrician and Plumberto perform installations and hookups? The license number will
be required at time of inspection.
Yes----X--No_-
40. Are you aware, that on the front of the building permit ap,plication you will need to fill in
the ParceV Schedule Number for the lot you are applying for this permit on prior to
submittal of the building permit application? Your attention in this is appreciated-
Yes X No_
41. Do you know that the local fue district may require you to submit plans for their review
offiresafetyissues? Yes X No-(Pleasecheckwiththe
building department about this requirement)
42. Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a
gmding permit?
Yes ____X__ A grading permit exemption exists for agricultural zoned property.
I hereby achowledge that I have read, understand, and answered these questions to
the best of my ability.
Signature
Phone: (days);
Date
(evenings)
Project Name:
Project Address:
Note:
If you answered "No" on any of these questions you may be required to provide this information
at the request of the Building Official prior to besinning the plan review process. Delays in
issuing the permit are to be expected. Work may not proceed without the issuance ofthe perrnit.
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*If you have answered 'Not necessary for this project" on any of the questions and it is
determined by the Building Official that the inforrnation is necessary to review the application
and plans to determine minimum compliance withthe adopted codes, please expectthe
following:
A The applicatior ruly be placed behind more recent applications for building permits in the
review process and not reviewed until required information has been provided and the
application rotates again to first position for review.
B. Delay in issuance of the permit.
C. Delay in proceeding with construction.
*If you answered 'No" to this question the circumstances described in the question could result
in a "Stop Work Order" being issued or a "Certificate of Occupancy'not being issued.
Bpcomm
Feb2005
8
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b*i';GARFIELD COUNTY BUILDING PERMIT APPLICATION
loa 8"'Stre.t, Sulte 2O1, Clcnrood gprhg., CO 816Of
PtoDG: 97O-9+5-a212 I te'". 970.384-3470 / Inrpecttoa I,tac:97O-3a4-5(XXl
Permit No:Parcel/Schedule No: zrog-zrl{o-026
JOb AddreSS: I mil$ north, 7 miles east ot BeBeque, Colorado
I tpt No:
sw4, sw4, T7s, R97W, 6th Pr,t
Block No:Subd. / Exemption:
2 owner: oxYUSA*TPLP Address 607 28 1/,1 R@d, Suite log
GBDd Junction, CO 81506
Ph: 97g.6s3-54q1 Wk Ph: ^5ame
Contractor:
Fud Cotrsbuction
Address: 714 At1w6t R@d
GBnd Junclion, CO 81505
Ph' grnz*n*,Lic. No. 2050337
4 Architect/ Engineer:
A,liare Stel Buildings
Address: 3333 S. c@rcn R@d
Oklahoma City, OK 73179
Ph: 4or74r7soo Lic. No. 36,25
Sq. Ft- ofBulldiag:
9O0O sq n
Sq. Ft. oflot:Height:
24,
No. ofFloors:
1
6 Use of Building:- suipmenl
De scribe work: New Stct Building
8 Class of Work:tr New D Alteration
Addition D Move
o Remove
tr x
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10
Garage: tr Single
I N/A Double
carporr: N/A E BTffi"
o Driveway Permit tr On-Site SewagewA Disposal
tr Site PIan aEmo
11 Valuation of Work: $
213.307_m Adjusted Valuations: S
t2 Special Conditions:
None
NOTICE
A SEPARATE ELECTRICAI PERMIT IS REQUIRED AND MUST BE
ISSUED BY THE STATE OF COI.ORADO.
Plan Check Fee:Permit Fee:
I
THIS PER.UIT BDCOIES I{ULL AND VOID IF WORK OR COITATRU TIOI
AU?EORIZED IS NOT COMMENCED YITEI.IT IAO DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF I8O DAYS AT ANY TIME AFTER WORK IS COMMENCED.
Total Fee:Dated Permit Issued:
I HEREET CERTIFY TEAT I IIAVE READ AND EXATITID THIS
APPLICATIOII AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF I.AWS GOVERNING THIS TYPE OF WORK WILL BE
OCC Group:Const. Type:
COUPLETEI' WITEIIV WEETEER SPECIPIED IIEREIIT OR ITOT. THE
GRANTING OF A PERXIT DOES NOT PRESIUXE TO GTVE AITTEORITY
TO VIOL/TTE OR CAJTCEL THE PROVISTOITB OFANY OTHER STATE OR
LOCAL I,.AW REGUI,ATING CONSTRUCTION OR THE PERFORMANCE
OF CONSTRUCTION.
Zorring:.Setbacks:
Manu. Home:ISDS No. & Fee:
SIGNATUREOFOWNER DATE
BLDG DEPT. PLNG. DEPT.
APPROVAL/I'ATE APPROVAUDATE
AGREEMENT
PERMISSION IS HEREBY GRANTED TO TI{E APPUCANT AS OWNER, CONTRACTOR AND/OR THE AGENT OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE
STRUCTURE AS DETAILED ON PIANS AND SPECIFICATIONS SUBMITTED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH ALL BUILDING CODES AND I.AND USE
REGUI-ATIONS ADOPTED BY GARFIELD COUNTY PURSUANT TO AI.'THORITY GTVEN LN 30.28.20T CRS AS AMENDED. THE SIGNER FUKTHER AGREES THAT IF
THE ABOVE SAID ORDINANCES ARE NOT FULLY COMPILED WITH IN THE I'OATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVE DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT ST{ALL BECOME NULL AND VOID.
THE ISSUANCE OF A PERMT BASED UPON PIANS, SPECIFICATIONS AND OTHER DATA SHALL NOT PREVENT THE BIIILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS IN SAID PI.,ANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOI.,ATION OF THS CODE OR AIry OTHER ORDINANCE OR REGUI,,ATION OF THIS JURISDICTION.
THE REVIEW OF SUBMITTED PI.ANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAf'TER DOES NOT CONSTITI'TE AN ACCEPTANCE OF AI{Y
RESPONSIBIIXTIES OR UABLITIES BY GARFIELD COUNTY FOR DRRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBILIfi FOR'ITIESE ITEMS AND
IMPLEMEIITATION DURING CONSTRUCTION RESTS SPECIFICIALLY W]TH THE ARTICTECT, DESIGNER, BUILDER, AND OWNER. COMMENTS ARE II{TENDED
TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST.
Garfom.OO3
I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABOVE ONITIAL):-
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O The following items are required by Garfield Count5r for a final inspection:
l. A final Electrical Inspection from the Colorado State Electrical Inspector;
2. Permanent address assigned by Garfreld County Building Deparhnent posted where readily
visible from access road;
3. A finished roof, a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, 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 stool, hot and cold
running water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over tlree (3) steps must have handrails, guard rails on balconies or
decks over 30' high constructed to all IBC and IRC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are somfleted and a final inspection made;
8. A final inspection sign offby the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign offby the Fire District, anchor State
Agencies where applicable.
A CERTIFICATE OTOCCUPANCY WILL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
***+CA}JNOT OCCUPY OR USE DWELLING UNTIL A CERTTFICATE OFOCCUPANCY
(c.o.) Is ISSUED. OCCTIPANCY OR USE OF DWELLTNG WTTHOUT A C.O. WrLL 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 ofa
Certificate of Occupancy for the dwelling under building permit # _
Signature
Bpcontoct2004
Date
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GARFTELD COT]NTY BTITLDING AI\[D PLAI\IIIING
970-945-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MULTI-FAMILY RESIDENTIAL BTIII,DINGS
lncluding
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOYED BUILDINGS
|1r order to understand the scope of the work intended under a permit application and expedite
the issuance of a permit it is important that complete information be provided. When reviewing
a plan and it's discovored that required information has not been provided by the applicant this
will result in the delay of the permit issuance and in proceeding with building constnrction. The
owner or confiactor shalt be required to provide this informxion before tbe ptan review can
proc&ed. Otha plans thal are in line for review may be given attention before the new
inforrration may be reviewed after it has been provided to the Buildi.g Departmont.
Plcase rwiery this document to detcrmine if you have enorgh information to design your
proiect end provide adequate information to faeilirtato a plnn rwicw. .Also, plcase eonrider
using a design professionel for a$istanee in your desip and e eonstmction professironal for
construction of your project Any projeetwith more than ten (10) occupants requires the
plans to be senled by a Col,oredo Registered Design Professional.
To provide for a more understandable plan and in orderto determine compliance with the
building, plumbing md mechanical codes, applicants are requested to review the following
checklist prior to and during design.
Plans to be included for a Building Permit must be on draft paper at least 18"x 24"" and
drawn to scale.
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Plans must include a floor plan, a concrete footing and foundation plan, elevations all sides with
decks, balcony steps, hand rails and guard rails, windows and doors, including the finish grade
and original grade line. A section showing in detail, from the bottom of the footing to the top of
the roof, including re-bar, anchor bolts, presflrre treated plates, floor joists, wall studs and
spacing insulation, sheeting, house-rap, (which is required), siding or any approved building
material. Engineered founddions may be required. Check with the Building Deparhnenl
A window schedule. A door schedule. A floor framing plan, a roofing framing plan, roof must
be designed to withstand a 40 pound p€r sqrnre foot up to 7,000 feet in elevation, a 90 M.P-H-
windspeed, wind exposure B or C, and a 36 inch frost depth-
All sheets need to be idenffied by number and indexed. A11 of the above requirements must be
met or your plans witl be refirmed.
All plans submitted must be incompliance with the 2003 IBC, [PC, IMC and IFGC.
Applicants are required to indicate appropriate$ and to submit completed checklist at
time of application for a permit:
1. Is a site plan included that identifies the location of the proposed structure, additions or
o,5o 5fildings, setback easements, and utility easements showing distances to the
properly lines from each corner of the proposed stucture prepared by a licensed surveyor
and has the surveyors signature and professional stamp on the drawing? Slopes of 3U/o
or more on pmperties 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 proper{y line and not
within a previously surveyed building envelope on a subdivision final plat shall be
prepared by a licensed surveyor and have the surveyors signature and professional st"mp
on the drawing. Any structure to be built within a building envelope of a lot shown on a
recorded zuMivision plat, shall include a copy of the building envelope as it is shown on
the final plat with the proposed structure located within the envelope.
Yes*_-f_
2. Does the site plan when applicable include the location of the LS.D.S, gndividual Sewage
Disposal System) and distances to the property lines, wells (on subject properly and
adjacent properties), streams or water courses? This information must be certified by a
licensed surveyor u/ith their signature and professional stamp on the design.
Not necessary for this project S There is ro /-S'D.,S-
associate d with this building.
Are the plans zubmitted for application review construction drawings and not drawings
that are stamped or marked identifuing them as 'Not for construction, forpermit issuance
ody", "Approval drawings odY", "For permit issuance only" or similar language?
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Yes__-X-- No- Not necessary forthis project
4. Is the I.S.D.S. (Individual Sewage Disposal System) designd stamped and signed by a
Colorado Registered Engineer?
Yes_ No_ Not necessary for this project--X- There is no I-S-D.S.
associated with this building.
5. Does the site plan indicate the location and direction of the State, County or private road
accessing the property?
Yes X
6. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing stecl in accordance with the unifonn building code or per stamped engineered
design?
Yes X No Not necessary for this project-
7. If the building is a pre-engineered structure, is there a stampe{ signed engineered
foundation plan for this building?
Yes--^I- No- Not necessary for this project-
8. Do the plans indicate the location and size of ventilation openings for under floor crawl
spurces and the clearances required betweenwood and earth?
Yes_ No_ Not necessary for project-X_ There sre no tmderfloor
crmtl spoces associatedwith this building.
g. Do the plans indicate the size and location ofthe ventilation openings for the attic, roof
joist spaces and soffits?
Yes**X.- No_-__ Not necessary for&is project-
10. Do the plans include design loads as required under the IBC or IRC for roof
snowloads, (a minimurn of 40 pounds por square foot in Garfreld County)?
Yes-A- No- Not necessary for this project-
11. Do the plans include design toads as required for floor loads under the IBC or IRC?
Yes__-X- No- Not necessary forthis project-
12- Does the plan include a building section drawing indicating foundation, wall, floor, and
roof construction?
Yes_--X,- No- Not necessary for this project-
13. Is the wind speed and exposure design included in the plan?
Yes---X- No- Not necessary forthis project
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14. Doesthebuildingsectiondrawinginclude size and spacing of floorjoists,wall studs, ceiling
joiss, roof rafters or joists or trusses?
Yes_.X__ No_ Not necessary for this project-
15. Does the building section drawing or other detail include the method of positive connection
of all columns and beams?
Yes X No Not necessary for this project
16. Does the elevation plan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint between the ridge and eave of a gable or shed roof or the
top of a flat roof? (Check applicable zone district for builrling height maximum)
Yes- No- Not necessary for this project-t
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The building is
located in s zone district exempt{rom building height requirements.
17. Does the plan include any stove or zero clearance fireplace planned for installation
including make and model and Colorado Phase tr ceffications or Phase tr EPA
certification?
Yes_ No_ Not necessary forthis project__-X_ There is nofireploce
associated w ith this building.
18. Does the plan include a masorry fireplace including a fireplace section indicating design
to comply withthe IBC or IRC?
Yes_ No_ Not necessary for this project_-X_ There is nofireplace
as sociated with this building.
19. Does the plan include a window schedule or other verification that egress/rescue windows
from sleeping roorns andlor basements comply with the requirements of the IBC or IRC?
Yes- No- Not necessary for this project---Il- There are no
sleeptng rooms or basements associated with this building.
20. Does the plan include a window schedule or other verification that windows provide
natural light and ventilation for all habitable rooms?
Yes_ No_ Not necesmry for this project*--X- There fre no
windows associated with this building.
21. Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doorsi glazing adjacent to any surface normally used as
a walking surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and speci$ safcty glezingfor thpss areas?
Yes_ No_ Not necessary for this project_* J-_* There is no glazing
subject to human impact associctedwith this building-
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23.
Do the plans inc.lude a complete design for all mecbanical systems planned for
installation in this building?
Yes No Not necessary for this project-A- Tlrcre ore no
mechanical syst ems as s ociated w ith this building-
Have all areas in the building been accurately identified for the intended use?
(Occupancy as identified in the IBC Chapter 3)
Yes_ No_ Not necessary for this project__-X- There ore not
separate sre(N or intended uses within the planned building'
24. Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use in this building?
Yes No Not necessary forthis project X There will be no
hazsrdous material storage or use associated with this building.
Is the location of all nafural and liquid petoleum gas fumaces, boilers and water heaters
indicated on the plan?
Yes_ No_ Not necessary for this project---X-- There ore no liquid
Wt otr" gas furnaces, boilers and hot water heaters associated with this building.
Do the plans indicate the location and dimension of restroom facilities and if more than
four employees and both sexes are employed, facilities for both sexes?
No Not necessary for this project-A- There are no
restroom facilities associated with this building.
Do the pl*ns indicate that reshooms and access to the $lilding are handicapped
accessible?
Yes No Not necessary for this project---X- There are no
re stroom facil itie s as sociated with this building
Have two (2) complete sets of conskuction drawings been submified with the
application?
Yes__JL_ No.
Have you designed or had this plan designed while considering building and other
construction code requirements?
Yes__ll_ No Not necessary for this Project-
30. Does the plan accurately indicate what you intend to construct and what will receive a
final inspection by the Garfield County Building Deparhent?
Yes X No
26.
27.
29.
31. Do your plans comply with all zoning rules and regulations in the County related to your
o
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33.
zone district? For comer lots see supplemental section 5-05.03 in the Garfield County
Znnng Resolution for setbacks.
Yes_-X__ No-
Do you gnderstand that approval for design and/or construction changes are required
pfior to the implementation of these changes?
Yes__I_ No-
Do you understand that the Building Departrnent will collect a "Plan Revied' fee from
yoLat the time of application and that you will be required to pay the "Permit" fee as well
as any "Septic System" or "Road knpact" fees required, at the time you pick up your
building perrnit?
Yes__l__ No
Are you aware that you are required to call for all inspections required under the IBC
incmaing approval on a final inspection prior to receiving a Certificate of Occupancy
and occupancy of the building?
Yes__-I!_ No--
Are you aware that the Permit Application must be signed by the Owner or a written
au6lrity be given for an Agent -a tnut the party responsible for the project must comply
with the Uniform Codes?
Yes__-IL_ No-
Are you aware that you must call in for an inspection by 3:30 the business day
beforc the requestua iorp*tion in order to receive it the following business day?
Inspections *ru u* made between 7:30 a-m. and 3:30 p.m. Monday through Friday.
Inspections are to be ealled in to 38'1-5003-
Yes__-X_ No--_
Are you aware that requesting inspections on work that is not ready or not accessible
will result in a $50.00 re-inspection fee?
Yes X No
34.
35.
36.
37.
38.Are you aware that prior to issuance of a building permit you are required to show proof
of a driveway asc€ss permit or obtain a statement from the Garfield County Road &
Bridge Deparbment rtutiog one is not necessary? You can contact the Road & Bridge
Deparhnent at 625 -8601.y"r_ No X An exemptian letter from the Garfield County Road &
Bridge D$anment is pending as of 6/10/05 andwill be submined to the Building &
Planning Department via fm-
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39.Do you lnderstand that you will be required to hire a State of Colorado Licensed
Electrician and Plumbeito perform installations and hookups? The license mrmber will
be required at time of insPection-
Yes X No
40.Are you awere, that on the front of the building permit ap,plication you will need to fill in
the ParceV Schedule Number for the lot you are applying for this permit on prior to
submittal of the building permit application? Your attention in this is appreciated.
Yes X No
41.Do you know that the local fire disEict may require you to submit plans for their review
of fue safety issues? Yes------X--No
building departrrent about this requirement)
(Please check with the
42. Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance of a building permit that you will be required to obtain a
grading permit?
Ves - - X A grading permit exemption exists for agricultural zoned property.
I hereby achowledge that I have read, understand, and answered these questions to
the bet of mY abilitY.
Signature
Phone:-970-683-5401 (days); -970-985-0190
Date
(evenings)
Project Name:- Generator Building-
Project Address:- 8miles north, 7 miles east of DeBeque via County Rd 213
Note:
Ifyou answered'T.[o" on any of these questions you may be required to provide this information
at the request of the Building Official prior to beginning the plan review process- Delays in
iszuing the permit are to be expected Work may not proceed without the issuance of the permit.
o
*If you have answered "Not necessary for this project" on any of the questions and it is
determined by the Building Officiat tnut tfr" information is necessary to review the application
and plans to determine *i"i*u* compliance with the adopted codes, please expect the
following:
A. The application may be placed behind more recent applications fo1luitdin8 permits in the
review p*"5 and not reviewed until required inforrnation has been provided and the
application rotates again to first position for review'
B. Delay in issuance of the perrrit-
C. Delay in proceeding with construction.
*If you answered *No" to this question the circumstances described in the question could result
in a "Stop Work Order" being issued or a "Certificate of Occupancy" not bing issued-
Bpcomm
Feb2005
8
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fir,4WGARFIELD COUNTY BUILDING PERMIT APPLICATION
lO8 8$ StrGGt' Stttc 2O1' Glclrood Sprtaga' CO Al6Ot
Phorc:9?G945-aZL2 I tat 97G384-34?O / Iarpcctlon Lhc:97(}384-5(x'3
Permit No:Parcel/Schedule No: zto+ztnoo+zo
Job Address: 8 miles north, 7 miles east oI B€Beque, colorado
1 Lot No:
SW,t, Sw/4, T7S, R97!V,6th PM
Block No:Subd. / Exemption:
2 omer: oxY usA wrP LP Address 607 28 lril R@d, Suite tog
GEnd Junc{on, CO 81506
Ph: 97s,66e54s1 Wk Ph: *r.
3 Contractor:
Ford CorEtructim
AddreSS: 714 Atw6t R@d
GEnd Junclion, CO B'1505
Pht n*rronga,Lic. No. 2050337
4 Architect/ Engineer:
Alliam Stel Buildings
Address: 3333 S, curcil R@d
Oklahoma City, OK 73179
Ph: 4or7.t!7soo Lic. No- 3612s
5 Sq. Ft. ofButlding: l2oosq'
Sq. Ft. of t ot:Height: 16,
No. ofFloors:,l
6 U.. .f Buildins," equipment
Describe work: New St60t Buirding
8 Class of Work:o New D Alteration
Addition E Move
o Remove
tr x
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Garase: tr Single
I N'/A Double
Carport: rvA O Single
O Double
o Driveway Permit O On-Site Sewage
N/A DisPosal
D Site Plan arached
11 Valuation of Work: $29,908.00
Adjusted Valuations: S
12 Special Conditions:
None
NOTICE
A SEPARATE ELECTRICAL PERMIT IS REQUIRED AND MUST BE
ISSUED BYTHE STATE OF COI,oRADO.
Plan Check Fee:Permit Fee:
THIS PERTIT BEOOf,EA TULL AND VOID IFWORK OR CON TRI'CTIOI{
AITTEORIZED IS NOT COMMENCED SITEIJT 1AO DAYS, OR, IF
CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A
PERIOD OF T8O DAYS AT ANY TIME AFTER WORK IS COMMENCED.
Total Fee:Dated Perrnit Issued:
I HEREBY CERTTFY TEAT I EAVE READ AND EXATIITED THIS
APPLICATIOT AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL
PROVISIONS OF I^AWS GOVERNING THIS TYPE OF WORK WILL BE
OCC Group:Const. Type:
COUPLETED W'TTIIIT SIIETEER SPECIrIED EERTIII OR ITOT. TIIE
GRANTING OF A PEAf,IT DOES NOT PREST'UE TO GTVE AUTIIORITT
TO VIOLATE OR CAtrCEL THE PROVISIOTS OF A}'Y OTIIER STATE OR
I,OCAL LAW REGUI.ATING CONSTRUCTION OR THE PERFORMANCE
OF CONSTRUCTION.
Zonirrg:.Setbacks:
Manu. Home:ISDS No. & Fee:
SIGNATURE OFOWNER DATE
BLDG DEPT. PLNG. I'EFT.
APPROIIAL/DATE APPROVAL/DATE
AGREEMENT
PERMISSION rS HEREBY GRANTED TO THE APPUCANT AS OWNER, CONTRACTOR AND/OR THE AGEI{T OF THE CONTRACTOR OR OWNER TO CONSTRUCT THE
STRUCTURE AS DETAILED ON PI,ANS AND SPECIFICATIONS SUBMITIED TO AND REVIEWED BY THE BUILDING DEPARTMENT.
IN CONSIDERATION OF THE ISSSUANCE OF THIS PERMIT, THE SIGNER. HEREBY AGREES TO COMPLY WITH AIL BUILDING CODES AND I'AND USE
REGUI-ATIONS ADOPTED BY GARFIELD COT'NTY PURSUANT TO AIJTHORITY GTVEN LN 3O.2A.2O1 CRS AS AMENDED- THE SIGNER FURTHER AGREES THAT IF
THE ABOVE SAID ORDINANCES ARE NOT FUIIY COMPILED WITH IN THE LCOATION, ERECTION, CONSTRUCTION, AND USE OF THE ABOVT DESCRIBED
STRUCTURE, THE PERMIT MAY BE REVOKED BY NOTICE FROM THE COUNTY AND THAT THEN AND THERE IT SHALL BECOME NULL AND VOID'
THE ISSUANCE OF A PERMT BASED UPON PI.ANS, SPECIflCATIONS AND OTHER DATA SIIALL NOT PREVET'IT THE BLIILDING OFFICIAL FROM THEREAFTER
REQUIRING THE CORRECTION OF ERRORS tN SAID PLANS, SPECIFICATIONS AND OTHER DATA OR FROM PREVENTING BUILDING OPERATION BEING
CARRIED ON THEREUNDER WHEN IN VIOI^ATION OF THS CODE OR AtlY OTHER ORDINANCE OR REGULATION OF THIS JURISDICTION-
THE REVIEW OF SUBMITTED PLANS AND SPECIFICATIONS AND INSPECTIONS CONDUCTED THEREAFTER DOES NOT CONSTITUTE AN ACCEPIANCE OF ANY
RESPONSIBILITIES OR IlABllTlES BY GARFIELD COUNTY FOR ERRORS, OMISSIONS OR DISCREPENCIES. THE RESPONSIBIUTY FOR THESE ITEMS AND
IMPLEMENTATION DURING CONSTRUCTION RESTS SPECIFICIALLY WITH THE ARTICTECT, DESIGNER, BI'ILDER, AND OWNER. COMMENTS ARE INTENDED
TO BE CONSERVATIVE AND IN SUPPORT OF THE OWNERS LNTEREST.
Garfiom.Oo3
I HEREBY ACKNOWLEDGE THAT I HAVE READ AND UNDERSTAND THE AGREEMENT ABO\IE (INITIAL)'
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The following items are required by Garfield county for a final inspection:
1. A final Electrical Inspection from the Colorado State Electrical Inspector;
Z. perrnanent address assigned by Garfreld County Building Department posted where readily
visible from access road;
3. A finished roof a lockable house, complete exterior siding, exterior doors and windows
installed, a complete kitchen with cabinets, a sink with hot & cold running water, non-absorbent
kitchen floor coverings, 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 stool, hot and cold
running water, non-absorbent floors and walls finished and a privacy door;
5. All steps outside or inside over three (3) steps must have handrails, guard rails on balconies or
decks over 30' high constructed to all IBC and IRC requirements;
6. Outside grading done to where water will detour away from the building;
7. Exceptions to the outside steps, decks and grading may be made upon the demonstration of
extenuating circumstances, i.e. weather, but a Certificate of Occupancy will not be issued until
all the required items are completed and a frnal inspection made;
8. A final inspection sign off by the Garfield County Road & Bridge Department for driveway
installation, where applicable; as well as any final sign offby the Fire District, anchor State
Agencies where applicable.
A CERTIFICATE OFOCCUPANCY WLL NOT BE ISSUED UNTIL ALL THE
ABOVE ITEMS HAVE BEEN COMPLETED.
****CA}JNOT OCCUPY OR USE DWELLING UNTIL A CERTIFICATE OFOCCUPANCY
(c.o.) IS ISSUED. OCCUPANCY OR USE OF DWELLING WITHOUT A C.O. WILL BE
doNsDeRED AN ILLEGAL oCCUPANCY AND MAY BE GROUNDS FOR VACATING
PREMISES UNTIL ABOVE CONDITIONS ARE MET.
I understand and agfee to abide by the above conditions for occupancy, use and the issuance ofa
Certificate of Occupancy for the dwetling under building permit #
-Signature
Bpcontoct2004
Date
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GARFMLD COT}NTY BTITLDING AI\ID PLANNING
970-94s-8212
MINIMUM APPLICATION REQUIREMENTS
FOR
CONSTRUCTION OF
COMMERCIAL OR MT]LTI.FAMILY RESIDENTIAL BI]ILDINGS
Including
NEW CONSTRUCTION
ADDITIONS
ALTERATIONS
And
MOVEDBI.ILDINGS
In order to understand the scope of the work intended under a perrnit application and expedite
the issuance of a pernit it is im1nrtant that complete information be provided- When reviewing
a plan and it's discovered that required information has not been provided by the applicant this
will result in the delay of the purririt issuance md in proceeding with building construction- The
o11r1rcr or contractor shall be required to provide this information before the plan review can
proceed. Other ptans that are in line for review may be given attention before the new
information may [g reviewed after it has been provided to the Building Department-
plcaso revicw this document io determine if you have enough information to design your
project and provide adcquete infomation to faciHtate a plan revier' AFo' pleasc consider
*i"S r dcsign profcssional for assistrnce in your design and a construction profc*siond for
construction of your proiecL Any proiect with mor.e than ten (10) occupanfu requires thc
plans to be sealed by a Colorado Registered Design Professional.
To ptovide for a more understandable plan and in order to determine compliance withthe
UuiiAing, plgmbing and mechanical codes, applicants me requested to review the following
checklist prior to and during design
plans to be included for a Building Permit must be on draft pap€r at lesst lE"x 24"" and
drawn to scale.
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plans must include a floorplan, a concrete footing and formdation plan, elevations all sides with
decks, balcony stqrs, hand rails and guard rails, windows and doors, including the finish grade
and original graAe Une. A section showing in detail, from the bottom of the footing to the top of
tle rooi including re-bar, anchor bolts, pressure treated plates, floor joists, wall studs and
spacing; insulation, sheeting, house-rap, (which is required), siding or atry approved building
*"t"riuf. Engineered foundations may be required. Check with the Building Department'
A window schedule. A door schedule. A floor framing plan, a roofing framing plaq roof must
be designed to withstand a 40 pound per square foot up to 7,000 feet in elevation, a 90 M'P'H'
windspred, wind e4posure B or C, alrd a 36 inch frost deptlr-
All shee* need to be identifid by number and indexed. All of the above requirements must be
met oryour plans will be retumed.
All ptans zubmitted must be incompliance with the 2003 IBC, IPC, IMC and IFGC.
Applicants are required to indicate appropriately and to submit completed checklist at
tlme of application for a Permit:
1.Is a site ptan included that identifies the locatiol of the proposed structure, additions or
other buildings, setback easements, and utility easements showing distances to lhe
property lines from each corner of the proposed sfiucture prepared by a licensed surveyor
uoO h* the surveyors signature and professional starrp on the drawing? Slopes of 30plo
ormore on properties must be show on site plan. (NOTE: Section 106'2) Any site plan
for the placmrent of any portion of a struchre \^/ithin 50 ft. of a property line and not
within apreviously surveyed building envelolre on a suMivision final plat shall be
prepar€d-by a licensed surveyor and have the surveyors signature and professional stamp
o" it * drawing. Any structure to be built within a building envelope of a lot shown on a
recorded ,rrbdirririoo pla! shall include a copy of the building envelope as it is shown on
the final plat with the proposed structure located within the envelope.
Yes*-*X=_
Does the site plan when applicable include the location of the I.S.D-S. (ndividual Sewage
Disposal Systim) and distances to the properly lines, wells (on subject property and
adjacent p*pertieg, sheams or water courses? This information must be certified by a
licensed surveyor with their signature and professional starnp on the design'
yes_ No--..-.-.---* Not necessary for this project . X ,. There fs ro L,S.D.S-
associated with this building.
Are the plans submitted for application review constnrction drawings and not drawings
that are rt *p"a or marked identifring them as 'Not for construction, forpermit issuance
ody'', "Approval drawings only", "For perrnit issuance only" or similar language?
3.
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4.
5.
Yes X No Not necessary for this Project
Is the LS.D.S. (ndividual Sewage Disposal System) designed stamped and signed by a
Colorado Registered Engineer?
y*_ No_- Not necessary for this project--X- There is no I'S'D'S'
as s ocisted w ith this building-
Does the site plan indicate the location and direction of the State, County or private road
accessing the proPertY?
Yes X
6. Do the plans include a foundation plan indicating the size, location and spacing of all
reinforcing steel in accordance wlti tne uniform building code or per stamped engineered
design?
Yes__-f_- No Not necessary for this Pmject-
7. If the building is a pre-mgineered structure, is there a stamped, signed engineered
foundation Plan for this building?
Yes*-X- No.-..--.-- Not necessary forthis p'roject-
Do the plans indicate the location and size of ventilation openings for under floor crawl
spilces and the clearances required betrveen wood and earth?
i*_ No_-_- Not necessary forproject-L -* There qre no underfloor
crawl spaces associated with this building.
Do the plens indicate the size and localion of the ventilation openings for the attic, roof
joist spaces and soffits?
Yes*-X*_ No Not necessary for this Project-
8.
9"
10.
11.
Do the plans include design loads as required under the IBC or IRC for roof
snowloids, (aminimum of +O po,roa" per square foot in Garfield County)?
Yes_*X-_ No Not necessary for this Project-
Do the plans include desig, loads as required for floor loads tmder the IBC or IRC?
Yes--X- No-*- Not necessary for this project-
12. Does the plan include a building section drawing indicating foundation, wall, floor, and
noof construction?
Yes-_-X_ No Not necessary for this Project
Is thewind speed and exposure design included in the plan?13.
Yes_-X-* No.Not necessary for this Project-
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17.
14. Doesthebuilding sectiondrawing include size and spacing offloorjoists,wall shrds, ceiling
joists, roof rafters or joists or trusses?
Yes--X- No- Not necessary for this project-
15. Does the building section drawing or other detail include the method of positive connection
of all columns and beams?
Yes--L- No- Not necessary for this project
16. Does the elevation ptan indicate the height of the building or proposed addition from the
undisturbed grade to the midpoint betureen the rifue and eave of a gable or shed roof or the
top of a flat roofi (Check applicabte zone district for building height maximum)
yes_ No-- Not necessary forthis project X The building is
lacated in a zone district exemptfrom building height requirements-
Does the plan include anY stove
including make and model and
certification?
Yes_ No_--._ Not necessary for this project-- X- There is nofireplace
associsted with this butlding.
lB. Does the plan include a masonry fireplace including a fireplace section indicating design
to comply with the IBC or IRC?
No Not necessary for this project--X*-There is nofireploce
assoclated with thi s building.
Does the plan include a window schedule or other verification that egresJrescue windows
from sleepirg rooms and/or basements comply with the requirements of the IBC or IRC?
y"*_ No-- Notnecessaryforthisproject_J- There oreno
sleeprng rooms or basements sssociatedwith this building'
Dres the plan include a window schedule or other verification that windows provide
natural light and ventilation for all habitable rooms?
Yes-=- No Not necessary for this project---X-There are no
windows associoted with lhis building-
Zl. Do the plans indicate the location of glazing subject to human impact such as glass doors,
glazing immediately adjacent to such doors; gl*ing adjacent to any surface normally used as
" *uffiog surface; sliding glass doors; fixed glass panels; shower doors and tub enclosures
and specifr saftty glazing for these areas?
Yes_ No--...-.* Not necessary for this project-*-[- There is no glozing
subject to human impact associatedwith this building.
or zero clearance fueplace planned for installation
Colorado Phass II certifications or Phase tr EPA
19.
24.
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22.Do the plans include a complete design for all mechanical systems planned for
installation in this building?
yes_ No_ Not necessary for this project__-X_ Tlpre ore no
mechanicsl systems associated with this building.
Have all areas in the building been accurately identified for the intended use?
(Occupancy as identified inthe IBC Chapter 3)
y"*_ No_ Not necessary for this project_-X- There are not
separate arc(N or intended wes within the planrcdbuilding'
Does the plan indicate the quantity, form, use and storage of any hazardous materials that
may be in use inthis building?
yes_ No_ Not necessary for this project X - There will be no
hazardsus material stolsge or use associatedwith this building.
Is thg locatioa of all natural and liquid peholeum gas fumaces, boilers aad water heaters
indicated onthe plan?
Yes_ No_ Not necessary for this project--J-- There are_no liquid
prt otro* g* f"*""r, boilers and hot water heaters associated with this building-
Do the plans indicate the location and dimension of res$oom facilities and if more than
four employees and both sexes are employed, facilities for both sexes?
yes_ No-_.- Not necessary for this project__-X...- There are no
re stroom facilities as sociate d with this building-
Do the plans indicate that restooms and access to the buitding are handicapped
accessible?yes_ No-- Not necessary for this projec't__:_ There are no
restroom fucilities associated with this building.
flave two (2) comptete sets of construction drawings been submitted with the
application?
23.
24.
2s.
26.
27.
28.
29.
Yes__A_* No
Have you designed or had this plan desigued while considering building and other
constuction code requirements?
Yes-*-X_ No.Not necessary for this Project-
30. Does the plan accurately indicate what you intend to construct and what will receive a
final inspection by the Garfield County Building Departrnent?
Yes_j__ No.
31. Do your plans comply with all zoning rules and regulations in the County related to your
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32.
31.
mne district? For corner lots see supplemental section 5.05.03 in the Garfield County
Z,anlloig Resolution for setbacks-
Yes__l(_ No-
Do you understand that approval for design and/or construction changes are required
orior to the implementation of these shanges?
Yes_-X__ No-
Do you understand that the Building Deparhment witl collect a "Plao Review" fee from
you-at the time of application and that you will be required to pay the "Permit" fee as well
as any "septic System" or "Road Impacf' fees required, at the time you pick up your
building permit?
Yes X No
Are you aware that you me required to call for all inspections required underthe IBC
including approval on a final inspection priqr to receiving a Certificate of Occupancy
and occupancy of the building?
Yes__-I(_ No_
Are you av/arc that the Pernit Application must be signed by the Owner or a written
autnlrity be given for an Agent *O ttut the party responsible for the project must comply
withthe Uniform Codes?
Yes_j** No-
Are yon awane that you must call in for an inspection by 3:30 the business day
before the requested inspeetion in order to receive it the following business day?
Inspections tritt ue made between ?:30 a.m. and 3:30 p"m. Monday through Friday.
Inspections are to he celled in to 384-5ffi3-
Yes*--X._* No*-
Are you aware that requesting inspections on work that is not reedy or not accessible
will result in a $50.00 re-inspection fee?
Yes**X*- No**-_-.
Are you aware that prior to issuance of a building pennit you are required to show proof
of a driveway ,rcc6ss permit or obtain a statement from the Garfield County Road &
Bridge Deparhent stating one is not necessary? You can contact the Road & Bridge
Departmeut at 625-860 1.
An exemption lettertrom the Gwfield County Road &,_x
n iag* W*t*"it it p"natug as of 6/10/05 ondwill be submitted to the Building &
P I anning D epartme nt v i a fm -
34.
35.
36.
37.
38.
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39.Do you understand that you will be required to hire a State of Colorado Licensed
Electician and plumber to perform installations and hookups? The license number will
be required at time of insPection-
Yes_-E- No-...-.-_
Are you aware, that on the front of the building permit application you will need to fill in
the ParceU Schedule Number for the lot you are applying for this permit on prior to
submittal of the building permit application? Your attention in this is appreciated-
Yes X No
Do you know that the local fire district may require you to zubmit plans for their review
offiresafetyissues? Yes X No-(Pleasecheckwiththe
building deparment about this requirement)
Do you understand that if you are planning on doing any excavating or grading to the
property prior to issuance-of a building permit that you will be required to obtain a
grading permit?yes - - X A grading permit exemptian existsfor agricultural zoned property-
I hereby acknowledge that I have r.ead, understand, and answered these questions to
the bcst of my ability.
40.
41.
42.
Signature
Phone: 970-683-5401 (days); _970-985-0190.(evenings)
ProjectName:-Re&idgerationBuilding, -.
Project Address:- Smiles north, 7 miles east of DeBeque via Cormty Rd 213
Note:
If you answered 'T.{o" on any of these questions you may be required to provide this information
at-the request of the Building Official prior to beginning the plan review process- Delays in
iszuing the perrrit me to be expected. Work may not proceed without the issuance of the perrnit'
Date
nlL-/
*If you have answered 'Not necessary for this project" on any of the questions and it is
determined by the Building Official that the information is necessary to review the application
and plans to determine minimum compliance with the adopted codes, please expect the
following:
A. The application may be placed behind more recent applications for building permits in the
review p.o""ri and not reviewed until required information has been provided and the
application rotates again to first position for review'
B. Delay in issuance ofthe permit.
C- Delay in proceeding with construction-
*If you answered 'T.Iou to this question the circumstances described in the question could result
in a "Stop Work Order" being issued or a "Certificate of Occupancy" not being issued.
Bpcomm
Feb2005
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OXY USA WLP LP
Conn Gneex Tneanxe Flctuw
1. GENERAL PROJECT DESCRIPTION
i.1 Contractor shall install natural gas treating facilities to treat gas gathered in oxy's Conn Cree.k Gas
Gathering System to meet tfre las quality-specifications of the pipeline companies taking delivery
of residue gis from the facility. The major components of the facility include:
1.) lnlet Gas ComPression
2.) Electric Power Generation
e.i nmine Treating Facilities to remove Carbon Dioxide to meet the CO2 content and Total lnert
Gas content specifications of the pipelines
4.) propane Reirigeration to cool the gas to remove liquefiable hydrocarbons to meet the
hydrocarbon dewpoint specification of the pipelines
5.) Ethylene Glycol dehydration and regeneration
6.) Hot Oil Heat Medium SYstem
Z.i nel Stabilization to stabilize the liquefied hydrocarbon liquids
8.) NGL Storage and Truck Loading
1.2 Contractor shall install such facilities in accordance with this Scope of Work and the Project
Specifications and Requirements attached. Facility P&lD drawings are included in Exhibit D.
Contractor shall supply all construction personnel, materials, consumables, and equipment required
to construct tne tacitities except those materials specifically and individually listed in the Materials
and Equipment section of this scope of work as being supplied by oxy.
The facility willcompress gas transported to the facility in Oxy's Conn Creek Gathering System'
The gathering system willierminate at the inlet gas slug catcher;the gas has been dehydrated to 5-
7 #/MMCF witer content at the wells. The gas compression equipment is design for two'stage
compression; 200 psig suction pressure to 5ZS psig interstage pressure. The gas treating facilities
will operate at the inte-rstage pressure. Treated gai will be compressed in the second stage for
deliviry to the interstate pipeilne companies at between 1100 and 1300 psig- lnlet gas
compression will be enclosed in a compressor building.
Carbon Dioxide will be removed from the gas using an amine based process. The CO2 acid gas
will be vented to the atmosphere. The am]ne equipment is designed to remove essentially all of the
CO2 from 100 percent of the design inlet gas stream. The facility design does not use.gas
blending to meet the CO2 contenisales gas specification; the conservative design basis provides
flexibilit! for future increased CO2 content gas. Portions of the amine equipment will be enclosed
in an amine process building.
Liquefiable hydrocarbons will be removed from the gas using two (100 percent spare) electric drive
propane refrigeration to condense the liquids. Water in the gas will be removed using Ethylene
bfy'*f injecti6n and regeneration. The condensed hydrgcarbol liquids will be stabilized in an NGL
staUitizei operating at 5SO psig using hot oil for reboiier heat. The overhead vapors from the
stabilizer will be recycled to the inlet of the facilities for compression using the inlet compressors'
The stabilized liquids will be stored in 250 psig propane bullet storage tanks and disposed of by
truck.
The facility wil generate its own 480/60/3 electric supply utilizing CAT 3512TALE 570 l(W genset
with a 10d percent spare. The generators will be housed in a separate building'
A 20'x30 building will house the MCC and process control equipment; it will also provide limited
storage for instruments, tools, etc.
'l .2
1.3
1-4
1.5
1.6
EXHIBITB -CoNNCREEKAMINE-ScoPEoFWoRK Page t of 7
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2. LOCATION AND SITE PREPARATION
2.1 The facility shall be installed on land owned by Ory adjacent to the sales gas delivery meter to
TransColorado pipeline. A map of the area showing the proposed site is included in Exhibit D.
Oxy will provide gravel road access from its existing Conn Creek Facility located north of the
proposed site. Contractor shall install necessary road base and shall grade and_gravel the site as
necessary for construction in accordance with the Job Requirements and Specifications. Oxy will
provide the final site gravel material after construction has been completed. Contractor shall
spread and grade the final site gravel.
Contractor shall provide all services at the site necessary for Contractol's construction activities
including electric power, telephone, sanitary facilities, water, etc.
2.2
2.3
EXHIBITB -CoNNCREEKAMTNE- ScoPE oFWoRK Page 2 ot 7
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C
3. DESTGN BASIS
3.1 The following data shall be used as the primary design basis for the amine treating facilities. Changes to
the data shall be made only in writing.
lnlet Rate:
50,000 MCFD
14.73 psia, 60'F
lnlet Gas Analvsis:
Mole %
Nitrogen 0.09
Carbon Dioxide 4.00
Methane 88.08
Ethane 5.12
Propane 1.41
l-Butane 0.31
N-Butane O.29l-Pentane 0.14
N-Pentane 0.10
Hexanes 0.18Heptanes 0.16
Octanes 0.03
Nonane 0.01
Benzene 0.02
Toluene 0.04
Xylene 0.02
100.000
lnlet Gas Water Content
4-8#/MMCF Water
lnlet Sfuo Catcher Pressure:
200 psig operating design
500 psig design MAWP
lnlet Gas Temoerature:
70'F Summer
40 "F Winter
lnterstage Treating:
550 psig oPerating design
720 Psig MAWP
Maximum Pressure DroP:
75 psig interstiage treating
Sales Gas Qualitv:
1350 psig oPerating design
1400 Psig design MAWP
<5 #/MMCF Water
<2o/o CO2
<2o/oTotal lnert Gas
<1 5"F Hydrocarbon DewPoint
General Desiqn Criteria:
AmbientTemperature: 100 "F Summer
-20"F Winter
Air Cooler Approach: 20"F Design
\Mnd: 100 MPH (Prevailing NUSW)
Earthquake Zone: 1
Site Elevation: 6000 Feet Above Sea Level
Barometric Pressure: 12.1 Psia
Frost Line: 36"
Snow Load: 25 psf
SoilBearing: See Soils RePort
Process P&lD's are included in Exhibit D, Drawings.
A soils survey for is included in Exhibit D.
The following process equipment and process piping shall be stainless steel; all remaining vessels
and piping shall be carbon steel.
Rich Amine Control Valves
Still Reflux Condenser Tube Sheet and Piping from Still Overhead
Tubes in Rich/Lean Amine Shell and Tube Exchanger
Rich amine piping from exchanger to still feed
Piping 6' downstream of amine contactor rich amine level control valve
The amine cooler and still reflux condenser may share the same structure and include recirculation
with local temperature control.
3.2
3,3
3.4
3.5
EXHIBITB -CoNNCREEKAMINE-ScoPEoFWoRK Page3 of 7
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3.7
Facility design and construction shall conform to ANSI 831.3 and the Ory Project Requirements
and Specifications, Exhibit C.
piping in the facilities shall be above ground except those sections of drain piping to atmospheric
tairfjwnicn may be buried to facilitate access to the tanks. All buried piping shall be approved by
Oxy's Representative.
EXHIBIT B - CoNN CREEK AMINE - SGoPE or WoRx Page 4 of 7
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Impact Statement
Site Location selection for Conn Creek Treating Facility provides multiple benefits. The
proposed facility will be in a central location to current and future natural gas wells in the area.
The site is in a relatively remote area with the nearest residence being approximately % miles to
the south. Due to the remote location of the property, visual impact from the facility will be
limited.
The facility will be in continuous use and operation 24-hours per day, year round.
However, the majority of activity will occur during normal business hours.
Remote monitoring of the facility after completion of the construction phase will limit the
need for on-site personnel only during daylight hours. The anticipated traffic impact to Garfield
County Road 213 will be approximately one pickup trip per day under normal conditions of
operations. OXY gas control departrnent will have monitoring and control ability from their
offrce facility located in Grand Junction, Colorado.
Gas powered compressors are planned for the initial phase of the operation. These
compressors will not exceed the noise or vibration limits set forth by the State of Colorado
Revised Statute 25-12-103. Given the remote location of the new facility, noise will not be a
nuisance to area residents. Compressors will be located in insulated buildings and equipped with
new technology mufflers to reduce noise levels.
The facility site has been designed to insure protection of ground water and nearby
streams through the development and implementation of a Storm Water Management Plan,
specific to the area. Containment facilities are designed into the facility for any hazardous
material stored or used during operations. There will be no sewage or solid waste generated on
the site.
The Conn Creek Treating Facility will occupy about 5 acres of the Oxy owned 13,918
acre parcel.
According to wildlife distribution maps from the Colorado Division of Wildlife, the site
is located on winter rangeland for mule deer and elk. This type of facility is by nature
incompatible with continued wildlife access, therefore wildlife will be excluded by wildlife proof
fencing. The limited size of the facility will not block wildlife migration routes. The water
stored at the site is not expected to be an attraction or threat to waterfowl, but a deterrence
system will be installed if waterfowl usage does occur.
All equipment will be painted with a beige color to match the color of the surrounding
area. The expected life of the facility is approximately 20+ years. A comprehensive reclamation
plan will be in place to insure return of the site to a natural state once the facility is no longer
needed.
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Fee Description
OXY USA WTP LP
T65 R97W
Section 3: Lots 9, 10, I l, 12, 13,14,15,16, 52
Section 4: Lots 9, 10, I l, 12, 13, 14, 15,16, S2
Section 5: Lots 9, 10, I l, 12, 13,14, 15,16 52
Section 6: Lots 13, 14,15,16,17,18,22,23,24,25, E2SW4, SE4
Section 8: 32, NE4, S2NW4, NE4NW4
Section 9: All
Section 10: All
Section l5: NW4, E2
Section 16: All
Section 17: All
Section 18: E2, SE4NW4
Section 19: NE4, E2NW4, E2SW4NW4
Section 20: All
Section 29: All
Section 32: Lots l, 2,3, arrd 4
T7S R97W
Section 5: Tracts 80, 81, 82 a and b and 83 a and b.
Section 6: Tracts 84, 85,86 and 87
Section 7: Tracts 88, 89,90 and 91
Containing 9480 acres
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5?688? @3r0A/2OOt 0?:43P E123u P192 I't RLSDORF
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STATE OF COLORADO
COLNTY OF GARFIELD
ASSIGNMENT, COI}TVEYANCE AND E+,L Or'$ALE
THIS ASSIGNMENT, CONVEYAI{CE A}lD BiLL OF SALE (this "Assignment'),
effective as of 12:01 a-m.,local time where the Properties (as defined below) are located, on January
1, 2001 (the "Efectiw Tilne"), is made from OXY USA Inc., a Delaware corporation, whose addrrss
is 5 Gteenway Plar4 Suite 2400, Houston, Texas 77A4{>4504 ("Assigno/') to OXY USA WTp Lp,
a Delavuare Iimited partrership, rvhofe address is 6 Deste Drive, Suite 600Q Midland, Texas TqTOS-
5505 ("ls.rignee").
ARTICI.E I
GRANTTING AND HABE}IDUM CLAUSES
I .1 Assignor Grart For good and vafuable consideratioo. the receipt and sufficiency of
whioh are heteby acknowledged, Assignm does hereby Srant, bargarq sell, tansftr, conv6y, *gigp
and delive't tmto Assignee all of Assignor's dght, title, md interest in and to the following property
(collectively, suoh iuterbsts flhall be referred to a1 the,'property o: prope.rties',)i
(a)' the oil and gas leases, fee lan4 royalty interesb, overriding royalty interests.
mineral interesb. productiou paymeott net plofits'inierests described in Eilfiibit A attached
hereto together with all rights that arise by operation of Iaw or othen ris" iffiffio6es and
lands uuitize4 commr:nitieea or poolcd with the properties described in Exhibit A
(coilectivelyn the "trfrneral Propertie!), including .all production attributa6ieGT?
foregoing;
O) all uflitizatioq communitization andpooling declarations, orders, and similgr
agrcemeirts (including all units formedbyvoluntary agreement andthose foffied uuderthe
rules, regulations, orders or otlrer official acts of any Govemmeotal Authority havingjtuisdiction) to the extqnt they relate to anlr such Mineral properties;
(c) all production sales oontracts, proqessing contacts, gathering contracts,
tansportation coqtBcts, farm-in and farm-out contac'ts, areas of mutal interes! balancing
oontacts, operating agreeffients, and other contrasts to the artent they relate to any of the
Minsrfll Properties, or the productioq harrdling or tansportation of production atkibutable
to such. Mineral hoperties;
(d) ail oasements, rights-af-way, surface lea$es, sub-suiface leases, licenses and
pemits and other agreements, rights or interests relating to the use or ownership of surface
or zubsurfacc groperty aad stuctures that arb used in conuection with ownership or operation
O)(Y USA WTP LP Assignment
OAI{.FIELD COI.,INTY, COLORADO
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of the Mineral Properties or the production, handiing or tansportation of production
attributable to such Mif,eral hopertios;(e) all pasonal proPefty, improvements, fixtrres, wells (whether produoing, shut-' ' t'eotion, disposal, wator supply or plugged and abandoned), tanks, boilerc, buildings,1r\ lr
machinery, equipmonl pipelines, utility linss, imbalanoes (production, gathering,
tranqportation, processing or otherwise), suspense funds, water rights, mad.s, permits,
lioenses and other apputena$es, to the extent thc same are situated upor\ and used or held
for use by Assignor in connestion with thc ownership, opcration, maintenarlce or repair of
the Mineral hoperties ot the produotion, handliry or hansportadon ofprcdrrction atkibutable
to such Mueral Properties;
(fl ali original files, records, and dataregardingthe Mineral Pnoperties, includirrg
wlthout limitatiou, title recotds, geological and geophysical inforuration that can be
transferred without the oonrent of or payment to any third partyJ leases, assignments,
contacts, oorrespondence, productio[ rccords, logs, corc data, prcssure data, de.cline ourycs,
production ounres and accounting rccords (the',Fllas'); and
k) all oil, distillate, coudensate, casinghead gati or other liquid or vaporous
hydroca$ons, oarlsn dioxide or otler minerals {collectively ha"Ily*ocobonf,) produccd
from or athibutable the Mineral hoperties from or after the Effeotive Time;
LESS AND H(CEPT, and Assignor hereby retains all of Assignor's rigfit, title and interestin and to the following (collectively the"Excluded Assett,):
(a) ail corporate, financial, tar< and legal (other than title) resords of Assignor;
O) all geologic and geophysical data that cannot be tailsferred without the
oonsent of or payment to auy third party and iuterpretations thereof,
(c) auy refund of costs, taxes or exl,enses borne by Assignor or assignor,s
prodeoossors in title atfributable to the period prior to the Effective Tima;
(d) any arrd all proceeds tom the settlements of confract disputes with ptnchasers
of Hydrocarbons from the Mineral Properties, inoluding without limitation setilement of
take-or-pay dispute$, ursofar as said proceeds are attributable to periods of time prior to the
Effective Timq and
(e) alL accounts receivable wrth rospect to the Miueral Properties or
, Hydrocarbons attributable to periods of tirre pnor to the Effectivc Time;
To HAVE A-ND To HOLD tJ:e properhes unto Assiguee and its successors and a*ssigns,
forever, subject to the terms and conditions set forth herein
OXY USA wTP LP As$ignr,nenr
GARFIFIJ] COI,TNTY, COLONADO
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cotfiTY c0
ARTICI,E N
SPECIAL WARRANTY A}ID DISCLAIMERS
2.1 No WaTAty. This Assignment is made without \r/arranty of title of any kind or
oharacter, exptffiffior statutory.
2!l
_ Pt$amer - nenresentattrns aua wmuttes. assIGFIEE AcKNowLEDcES
ATTD AGREES THAT (A} THE PROPERTIES ANN.TSSTGFTED AND CONVEYED FROMASSIGNOR TO ASSIGI\EE WIMIOUT \ilARRANTY, EXPRESq STATTITORY, trlEtEX)oR orrrERwrsE, AIE) (B) ASSTGNOR IUAI{ES NO WARRAFiTy, EXPRI,SS,
STATIJTORY,IMPLTED OR OTIIER1ryISE, WTIH RESPECT TO THE PROPERTIES:EXCEPT AS OTEER}VISE EI(PRESSLY PROVIDED IN THIS ASSIGilIMETTT,
ASSIGNOR HEREBY EXPRTSSLY DISCLI\IMS ANY AIID ALL R.EPRESENTAUONd
A}ID WARRANTIES ASSOCXAIIE,D }YITH TIIE PROPERTIES, EXPRESS, STAITTORY,
IIIdPLIEI) OR OTIIERWISE, TNCLUDING, WrIrOur r,nrmuoN, (t) IvARRAIyTy
_oF lrrtE, gr) HESTENCE OF AIyr AI'{D AIr pRospECIE, 6miunocnApnrC,GEOLOGICORGE0PEInSICALCHARACI ERISTICSASSuLTA4Ifu D'utrrrlAI{yA}iliALL PROSPECTS' (I\D E]ilSTENCE' QUALITY' QUAITITITY oR RECOYERABILITYOF EYI}ROCARBONS ASSOCIATED WITE SUCE PROPERTIES, 69 COSTS-,E}(PENSES, RJEIrytrtIJES, RECEIPTS, ACCOIINIS RECETVABLE, ACCOTINTSPAYABLE, SIJSPENSE FIJND oR PRODUCT IMBALANCES ASSOCIATED WTrH SUCIIPROPERITES, (VD COBTTRACTUAL ECONOITfiC OR I'INA,IIICIAL INT,ORMT.TION
AFID DATA ASSOSTATED WTIII SUfiI PROPERIIES, (Vtr) coNTrryrrED FINAI{CIALvrABILrry 0RPRODUCTIVTTY OF SUCE PROPERTIES, mrn EI\TVIRONMEI\ITALoR PrrvsrcAl coFtDITroN or sucn PRorERTIEs, 0x) irEDpirar, srATE, LocALoR TRIBAL INCOME OR OTHER TAX COT.ISEQIIENCES ASSOCIAiED WrIII SUfirPROPERTIE.S, (X) ABSENCE OF PATEI{T OR IJ\IENT DErECTS, (XI) SATETY,(XII) STATE OF REPAIR" (f,m) MERCIIAI{TAEILITY, Oil\A COUiONPTTTY rOMODELS, Ofv) AFIY RIGIITS OF ASSIGFIEE UNDER.lrrnbrniATESfAfiJ.rEs ioct"alM DIIWMIIION OF CONSIT]ERAIION, 1:rnD wAnRAFII1y Or FREEDOM r-nrir*lPATEIITS OR TRAIIEMARI( IIlrFRINAnnnnur, oft/Ir) wARRAMfins nxrsTrNcT]NDERAPPLICABLE I,AIil NOTTI OR MREATTERiNMM'TCI, AI'TD (XT'IID ETTNESS['oR A PARTTCULAR PURPOSE. ASSIGNEE AGREES TIIAT, rO rrro-E]ilET{TREQTJIREI} BY APPLICABLE LA.W TO BE EFFECTIVE, TIIE I}ISCI,AIMERS OFCERTAIN WARRANTIES COI{TAI$TED IN TIilS SECTTON ARE CONSPICUOUSDISCLAIMERS FoR TIIE PURPoSES oF AI{Y APPLTCABLE Law, RUl"u on 0RDER
ARTICT,E In
MISCELLANEOUS
OXYUSA WT? LP Assignmcnr
GARFIEI.D COUNTY, COTORADO
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3.1 - Tq{ther Assrrlances. Assignor, without ftrrt}rer consideratiory covenants and agrees
t'o execute and deliver to Assignee all such other and additional assigngents, inshrrurents ana ltfrerdocumeats and to do all such othor acts end things as fiay ue reasonably uccessary to effectively vestin Assignee beneflcial and n:cord title to all of the koperties and the respective rights and interestsherein granted or intended to be granted, aud, if applicable, to put assiguee in actial po*r.srio* ofthe Properties.
3.2 - Ai*,4o,,". Assignee exprcssly asflmes aod shall timelyperfomrand, discharge allduties and obligations of the owner of&e Prope*ties that arE attihdable to the perid of time oi andafter the Ef,fiective Time, iuoluding withou liuritation obligations with respect to the terms of theIeases and oonkacts aSecting thc Mineral Properties, imbalances and suqpense firnds, pa5mrent ofand liability for the proportiguate share of costs and expenscs atribuLbte to ru"ir'eiopii*
associated with the plwging and abandonment of all wells, equiprent and fasilities, the remediation
and testgration of all trrnlls, equipmeirt and facilities, and compliauce with all environmental Iaws(incl'trling any remediation activities attributable to the ounrerchip md opcratioa of such p*p*U*rl.
3'3 Colnterojfts' This Assignmerrt may be execrred in any number of counterparg, andeach counterpart hercof shall be deemed to he an original insrumeot, but all so"h cogntcfia*stogethor shaU constihrte but oue Assignment.
3.4 Sugcessors Fnd Assigns. This Assignment shnll bind and iuure to the bcnefit ofAssignor and Assignce and thoir respe-ctive r*o"rro* and assigns.
3.5 G,ovefrur.r,ent Assi- nent. separate assigrrments may be executed on officiallyapproved forms by Assignor irr favor of Assignee in sufficient counLrparts to satisfu applioablestatutory and regulatory requiremreuts. Those assigunre,rrts shall be deemed to *rt i, ;fi ;fth;exceptions, rese.rvations, rights, titles, powers andprivileges set forth herein as fuily as though theyworE sEt forth in oach such assignmeirt. In the ct/eBt of any eonflist between tnu t"r*r:of[i,Assignmelrt and suoh otlrcr assignments, the terms of this esiignment shall govenr and control.
3'6 HIa$$. Thetitles and headings set fuIr in this Assignrnent have beeri turcludedsolely for easc of refdrence and may not be considered ip the interyrcdtiotr oi cousttu*ion;f thi,Assigrunont
3'7 c?veTiuq ra,Ir. This Agreernent shall be govemed by and consfiled in accordancewith ard enforcsd under the Laws ofthe State of Texas aod th" uniterd stdes of Americq ***pi t,othe extent the Laws of another jurisdiction are mandatorily applioable.
3'8 Recording- To facilitate recording or fiIing of this Assigrtneng the counterpartto berecorded in a given county may contain only that portiou of the u*iibit, that describe property
located in that county. Assignor and Assignee have each retained a counterpart of this Assigirmentwith complete exhibits
tsignature pages forowl
OXY USA WTP Lp Aslignment
GAMIELD COLINTY, COLORADO
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Executed this 3rd day of January 2001, but effective for all purposes as of the EffectiveTime.
AS$IGNOR:
AS$IGNEE:
OXY USA wTP Lp AssijSrmonr
GARTIELD COUNTY. COTORADO
BY: 0Xlf, USA Inc.'
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STATE OF TEXAS
COLINTY OF MIDLAND
The fotegoing instr:rnent ums ac,Iurowledged befure me ou this the 3rd day of January 2001,by Terry S. Lindquist, Attorney-In-Faot on behalf of oXY USA Inc., a Delaware corporation.
The foregoins fusktmeilil u'as acknowledged before me on this the 3rd day of Jaauary 200I,by Terry S. Lindquis! Attorney-In-Fact orr belralf of OXY USA Inc., a Delaware oorporation acting
as General Parher fot olff usA wTp Lp" a Delaware limitcd partnership.
My Cou:mission Expiros;
Feb4#ry 10,2003
STATE OF TEXAS
COLINTY OF MIDLAND
My Commission Er,pires:
Febmarv 10,2003
N.
the State of Texas
NotaryPublic in end 1i1.
EDItrARE IT AOCOCKI ilOTAHY PTJBLICr StEtB ol Texer
Ooilrn E:F.@-f0-30O4
Notary Public in and tur
the State of Texas
OXY USA WTP I-P A.qrignnrcnr
GAR-FIELD COUNTY, COI.OR^DO
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Record#,.Oct 25, L9FT
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l,{,qR'B,ANTY .P-EE.D
IHIS DEED made thls _86th dafi of febnra{y tn the
year ote tbousand nine hrrndr.aFty serenr betxeEn Geqtsude
I- Fotter snd Glar'X.potta" of,Eenner, Colorsd+, patiicia p..
Coyne of Redlands, Callfarnle, and Rsderlck B. potter of
eMllqaukee,.tYlscoaain, psrties of the firet part. and Cities
Setvlce OII Conpany. a Dela'nare' corpofgtion. party of the
seeohd peft,
$IITN-E$$ETHI
That the aaid part;[r..s 6f thp first part. for and ln-
coasideratlon of the etrgr of Ten {$10-00) Dolfare ts the eatd
perti€t Of the flrst past ln hand paid by the ssld party of
the"eecsnd pa,rt, .the recelpt rvhereof, l*.hereuy 6onfessed qnd
acknonledged, hfve granted. batgtlned. sold qnd conveyed and
by thase present$ do gtant, bargaln, BeU.. convey and confirm
unto the sald party of the aecond pa-rt. Its succ€sgors aflC ..
assl,gns forevet, all of ttle following deecribed lcite or paicels
of Iand iituate, IyinS and belng in the County of GsrfleLd and
State of Calorado, to-wltl
exceptlng that Eertgirr rsservetion ana exceptl,on of an uadivided
trve (s) percent Lnterert tn arl olr end ges contained or found
in or on the above iiieni.ses ryhlcb uae he.retofsrs reserved by
tha grantori plJrargnt to the ssree Agreement between.Dslos D,
Fstter, Gertrude I. Potter and Citlei Se:rvlca OiL Corlpany, dated
April 30, 1953, r66otdeC. January B. fg5i Ln Book lg0 at page 4gg,
ln the records of Garfield County, Colorado, and ttt resulting.
deed thEreflom.
To have.afld to hold tho Eaoe" together ntth all rlghts,
fprlvllegee and easemente herd or enJoyed in connection therewtt.b
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d!.E I-Fl {Hct*E rfis I!rJ
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r (f,ots I. 2, 3,and 4).contalnlog'il9-44 aGrEEr m6r€ otr IesE,
ts 1.
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Wltness my hand and 8EaI.a^Uy cofimlssion e*al+.oc ://l a ro - t e-f O
Eook 30f.'Page Ltf
n i'.,t,
Fetties of the flrct part for thernselves, the'r helrs
and qEslgnsr Eovensnt and egr€€ with the party of the becond,
part, and its eqccasrois otr assfgns, thet ttre partles of. the flest
part wl1l foeevqr ilnrr,ent end defend tha tltre to the rand
ltpSafnst the Lawf Bl cJ,alrus or deroinds of all persona clilning -6,
to olatm the Eane.or any part theteof by, through or *nder the
IU tf,ITHESS WHEnmFr the said p€rties of the first
Fett have heteunts set thelr hands the day and lear fitst ebore
written.
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'he foregtiing
,clay of *ja isttunent was ackqowleaged before mea-1 t 1957 by Blil_sta p. ConiE
SHEF OF
MUNIY OF
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CATXIOHNI"A.
::', Witness my hand and seal*.:.:t lav comrnrslriii'-E"oii.i'V7Y_1 , e .a_--b
SXATE OF
tlli. djll}; # "H},q*tr Y" flsi"ir" "
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Wltness ary hand and seal.I{y. coffid.ssion erpires _:
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OXY Inc.
PROPERTY & EXCISE TAX DEPAR'I-MEN'I'
-i GREENWAY plr\Zi\. StrtTE 2400
l,o tiox 27570
Il0{ IS'[ON. -fUXi\S 77227_7570
ITAX NLIMBETT:(7r3) 840-3043
Nt lN4lll:R Olj lrr\(iHS:
MESSAGE
Kcnl-
Attached is a copv of thc 2(X)-j (iarliclcl (,truptr,. C'oloracto lteal l)rc;rcrtr.
Noticc ol'Valttaliorr thitl itlEnlilles the land ls heing assessecl as agricultr,rral
l:tltd. i\l.so. attttclretl is ta.x tleparlnrent lnr,entory of'propcrty rvith thc (..urrt\.-
lD l9(X)46 ancl 1900"17 tlrat tics to rlrc- nr-rticcs.
:\n_r qucstirrns. plcusc gir..c nrc a call art -10(r-1.-l-harrks.
(icorgc Ilargctr
l)ircclor l)roperl_r, & lixcisc 'l'as
IF Yoti HAVE ANY PROtlLtilIs
CONTA(]T I IEI.IIN AIIIIINGTON (7I3) TI4O-3II2{)
DATIi:05/03/0s
I'IME:I :30 P.\4.
TO:I(ent Woolev
oxy
7 r3i350-4866
COMPANY:
PHONE #:
FAX #:
F IIOM:Geor.qe Ilzrrsett
COIVIPANY:
109 BTH STREET, STE 207
GLENWOOD SPRINGS, CO 81601
May 1,2003
OXY UsA INC,
ATTN: PROP, TAX DEpf.
PO BOx 27s70
HOU5TON TX 77227 7s70
NOTICE OF VALUATION
Phone (970)945-9134 Fai ryTO)945-3953 rHls lsrroT a-rax BILL
office Hours: 8:00 a.m. - 5:00 p m. M-F XPAYER copY
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P
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owlprl
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IYi
2 I 6921 400026
5ECT,TWN,RNG:21-6-92 DESC: SEC. 4 LOTS
9(40.4) 16(404) w1/2sw sEC. 5 LOTS 5 DESC: (4o.14A)6(40.O3A)7(J9.9tA)8(E 1.624
)e(40A)10(40 DESC: A) t 1(40A) t2(404) l
rAx YEAR ; frx rErrTE'6'e pn0pearvoescnl@
LAND SIZE # OF BUILDINGS ON FlLE BUILDING # 1 CHARACTERISTI CS DISPLAYED
i,IJtr
E
IJJFL]
E,
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PLEASE BEFER TO THE BACI( OF THIS FOBM FOB GENEHAL INFOBMATION CONCEBNING YOUR PBOPEETY VALUATION AND YOUR APPEAL RIGHTS.
tIt1ill? Ut20f @
2003
rvpr or pnopiErv-_
PBIOff YtlN ASIUAI. VAIUE . CUBSTIII YE.lfl ACIUAI UALUT + Of, - cHAtlGE
144590 r 44590
AGRICULTURAL LAN
{.#fq,
f":G;u
y$'F
rAx yEAB_l-TfrIIEi-coEE PEOPENIYD@
216910100020
SECT,TWN,RNG:10-6-97 DESC: SEC. 3 LOTS
]i(4oA) l3(40A) sE sEc t0ALL ir,oiis-PG:0O15 BK:0733 pG:0048 BK:0733 pL,OOqz
SAVAGE,JOAN L ETAL t/3(290.t31) PRATHER
rRron yrrn rcrut friiE
SHANNON G. HURST
109 BTH STREET, STE 207
GLENWOOD SPRINGS, CO 81601
I 2OO3 BEAL pROpf^Ty NOTIGE OF VALUAT|oN
?!9n" (970)945-9134 Fax (97o)9q5-:g5a rHls ls ltor A rAr B|LL
office Hours: 8:00 a.m. - 5:00 p-m. M-F' TAXPAYER copy
ffieSEouEm_,
ttAY 6 ?a/0J
n
'-ffi!ffim''.
HOUSTON rx 77227 7570
AGRICULTURAL LAN
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PTIASE BTFEB IO THE EACI( OF THIS FOBM FOR GENERAL II.IFORMATION GOI,ICEBIIING YOUN PBOPERTY VALUATION AI.IO YOUR APPEAI. BIGHIS.
o-r5l39l ot MB o.3@ ..AUTO T3 0 (E,52 ru27,75?O70
oxY usA lNc. 1/3,
ATTN: PROP. TAX DEPT-
PO BOx 27570
# OF BUILDINGS ON FIIE BUILDING # 1 CHARACIERISTICS;I5PGYECi
mtatl4 rYYi?nFfrltT
I'A(;l-. I
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Surface Owners Requiring Notification
Albertson Ranches Co.
P.O. Box 420
Debeque, CO 81630
Attn: Mr. Dale Albertson
Charles H & Thomas F. Latham
P.O. Box 66
Debeque, CO 81630-0036
Shell Frontier Oil & Gas Inc.
P.O. Box 4854
Houston, TX77210-4g54
Bureau of Land Management
P.O. Box 1009
Glenwood Springs, CO g1602_1009
Lucas L. Renninger
3493 Counry Road 331
silt, co 81652
Fot'rever-Young Limitied partnership
c/o Gary D. young
579 Rocky Step Road
Winfield, Wy ZS2t3
Richard L, Lyle & Ned prather
P.O. Box 165
Debeque, CO 81630-0165
Oil Shale Corporation
5460 South euebec Street, Suite 250
Greenwood Village, CO S0l ll_1917
Attn: Puckett Land Company
Savage Limited partnership
5953 Ct. Rd.320
Rifle, CO 81650
Attn: John Savage
Joan L. Savage
P.O. Box 1926
Rifle, CO 81650
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Sur{ace Ownerc Requiring Notification (cont )
Donna J. Koehler
P.O. Box 300
Debeque, CO 81630
Getty Oil Company
c/o Chewon Texaco
P.O. Box 285
Houston, T)/.7700l
o
rtL-/
MineralOwner Listing
The applicant (OXY USA WLP LP) is the single mineral interest owner in this property.
CONSTRUCTION SPECIFICATION
SPECIFICATION 0222I
EXCAVATION
PART I - GENERAL
1.I SECTION INCLUDES
A. Excavation for site grading.
B. Excavation for roads and drainage.
C. Excavation for building foundations.
D. Excavation for equipment foundations.
E. Excavation to underside ofpier caps.
F Rernoval from site, stockpiling, orplacing excavated material in fill areas.G. Removal of top soil.
1.2 RELATED SECTIONS
A. Specificati on02223 _ Backfiiling.
PART 2 - PRODUCTS
2.1 MATERTAL
A' Top soil: Soil containing organic material and debris. unless otherwise directedby the Engineer, the top so, is clarsifiJas the top 6 inches of so,.
PART 3 - EXECUTION
3.1 PREPARATION
A' The contractor is responsible gl luyros out and staking aII work from base linesand surveyreference points established by the Engineer.
B' The contractor is responsible for staking known existing underground utilities.c' protect above and berow grade ut,ities which are to remain.
D'
,}T:Li,lft life and other features remaining as a porrion of the final
E'
[T:1ir?n:Xf;t';,:t*ctures' rencing, paving, and curbs from damage during
-
2.
4.
G.
H.
A.
B.
Prior to commencing excavation, the !1Ane"r- sha, specifi whether the materialto be excavated w,r b. ,"morJ ho.i .it", stockp,ed, ir placed in fi, sections.
ITr::,lr:r* be removed from the area prior ro the corunencement of
The accuracy of all york, other than contuor estabrished by the Engineer, sha, bethe responsib,ity of the c""or"i".. The contucto, iafl emproy a quarifiedsurveyor acceptabre to the Engineer, pru, .,r*"y;;;""bers to ray out the:Ilfir:trt:fl, alr rines, l":,"ir^*a grades ; ;;y te required. comprete
;ffi 3Jil::XffiXtl,Tn#,*ii-t:#";:m::r,umy*I:;ri:r
Application for permission to bring exprosives onto the site or any part of theowner's property sha, be rru-in&io-tn" owner in o*i,ing by the contractorand shall provide the following ir-fo.iru,ion,
3.2
1.Details and rocation of work where explosives are proposed to be used.
The location of p:opo:ed. exprosives, magazines and the maximumquantity and tlpes of explosivo ioi" .tor.A.
ffil:ffi::""*t ricenses and perrnits required by Government and other
security during transport to site as directed by rocal Govemment.
The Contactor shall store explosives iarea as directed bt,h" Owner. m an approved magazine, within a curbed
TOP SOI REMOVAL
3.3
Top soils shall be removed from all areas designated on the drawings and all otherareas being subsequentry
"x"uvated, ntt"a, paved or concreted.
Top soil shall be str
designated by the dH# in a designated area on site, or removed from site as
TOLERANCES /
A' Finish surfaces under gravel and bedding materiar shail be within 0. r foot.B'
I1-Tl,'-ffi"::;,T:"j'Jffi1T aggregate base sharr be nnished to a torerance or
r-tL-/
F.
I.
c' other areas shall be within 0.3 feet of the specified level and slopes shall bemaintained such that ponding cannot ";;:-3.4 EXCAVATION
A'
iY:,ft-# ffi::iiffiITlrvhich mav be damaged by excavation work,
B'
3::Til:,'#:;iJ:lTJ#J,l accommodate buirding foundations, srabs-on- grade,
C. Excavate to working elevations forpiling work.
D. Machine slope banks.
E' Excavation cut not to interfere with normal 45 degree bearing splay of foundation.F' Grade top perimeter of elcavation to prevent surface water from draining intoexcavation' Irrespective of the to*." of *u"i ar
"x"urutiorr* Jir u" kept dry by;::i?1,iil"r1#:::ff, techniques d;n;;" excavation and .1nr zubsequent
the contractor,s expense.
arlage caused by disposal of water shall be r"e*Jui
Remove lumped srqbsgir, bourders, and_rock up to t/2 cubicyard measured byvolume' Largermateriar w,r be r#ou"a *oo'r*ugr[r, vr.
Notifr the Engineer o.f unexpected subsurface conditions and discontinue affectedwork in area until notified Uyme nnginee. to resume work.
Correct unauthorized excavation at no extra cost to Owner.
Backfill areas over-excavated by error of the contractor in accordance withSpecification02223 at the Contu"tJs expense.
Excavated material not used in fill sections shall either be stockpiled in areasdesignated on site or rernoved fr; th; site as directed by the Engineer.
Rock (defined in section M) encountered during excavation shall be measured bythe contractor and quaritities rhrr;; agreed upon by the conhactor and theEngineer at the time of excavation. vt"**;; lrruu u" to neat Iines ofnecessary excavation in accordance with.the *";Gl aiaitiorut excavation andbackfilling which resurts fro* or"r-utasting shail be performed at the contraotor,sexpense and to the satisfaction of the Engineer.
G.
H.
J.
K.
L.
H
3.6
M.
N.
o.
A.
3.5
For bulk excavation, rock sha, be defined as either ground which cannot bebroken using a minimum 300 Ht tri"t-typ" tractor 1cat.\stor equivaren, fittedwith a single tyne ripper, ot materiai-that cannot be iemoved with a 3/4 cubic vardexcavator when tle luinment is operated and maintaii;;; n"r",ll"j'*oexperienced personner i; u""ordun'"" with the equipment Manufacturer,sspecifi cations and recommendations.
The sides of ar
"r"1u1tjo-rs steeper than the naturar angre of repose of thematerial' when o*: :r?" u" ua.auutery suppo#; iru"irrg or shoring, asnecessary, to prevent srides, srips, cave-i"r, ori*g". a"i"**, or structures.
Trenches for pipelines and services shall be excavated
FIELD QUALITY CONTROL
A. All finish surfaces that are underneath structures orwith a loaded, 20 ton."**,.r. *9k or .a,,i'ur#"ff,ff#.:11if"r,:tr ili#Engineer. Any region^ whi'ch, in ,h, "pil;; of the Engineer, exhibitsunsatisfactory behaviJu*r,Jii" removed as d-irected by the Engineer.
PROTECTION
ffifftJ,:il:|j}|.bv methods required to prevent cave-in or roose soir from
i:".:TL:"ttom
of excavations and soil adjacent to and beneath foundation from
B.
PART 1 - GENERAL
I"I SECTION INCLUDES
Filling to subgrade lines and elevations shown on the drawings.
Backfilling areas of over excavation.
Backfilling of underground services and drainage strucfures.
Compaction of all filling materials.
1.2 RELATED SECTIONS
Specificati on 02221 _ Excavation.
Specification 03300 _ Cast_In_place Concrete
1.3 REFERENCES
A. ASTM C136
A.
B.
C.
D.
A.
B.
B. ASTM D698
C. ASTM DI556
D. ASTM DI557
ASTM D2922
ASTM D4254
E.
F.
Test Method for Sieve Analysis for Fine and CoarseAggregates
Test Methods for kgg.lory Compaction Characteristics ofsoils using standard nr""lrz,+oo-n_rUiltf *"""o"'u r
Test Method for Density and unit weight of so, in placeby the Sand-Cone Methta
Test Methods for tb:Tary compaction Characteristics ofSoil Using Modified Effort
-fso,ooo-t_r-uilt) svlv rorrwr (-,r
Test Methods for Densityof Soil and Soil-Aggregate inPlace by Nuclear Methods tstraifowilpttrl
Test Methods for Minimum lndex Density and Unit Weightof Soils and Calculation of Refutiv" J"nsity
PART 2 _ PRODUCTS
2.1 FILL MATERI,ALS
A' Pipe Bedding - Bedding material aggregates shall be well graded, roundedcrushed stone or crushed graver, g"a"a"*iir, the forowing rimits:
Fillo-lufut"ri
of coarse grainedfree draining graver, sragl or"crusr;;.,#:T:fi'.:llttrnsist of coarse grained
grade within the foliowine limit;,--- "'ru., wrrn rounded or angular particle shape,grade within the followiig fimiis,
B.
85 to 100
l0 to 30
95 to I00
H
Percent passinE
C.
fi:ffi::ffi:; rllr:lity surracing Materiar: rhe aggregates ror base course
parti c, e'h "* ; "# Htil""j HilTll#trJff H?H?#,"fr ffi , *
Sieve Size
I inch
3/4 inch
Number 4
Number 40
Number200
A.
B.
Percent passing
100
50 to 90
30 to 60
7to30
0to5D'
;;H##',;""ffi:"#tics to be determined bv testing raboratory and
PART 3 - EXECUTION
3.I PREPARATION
A. The Conhactor is resr*.;;;;il;:T:il,t::,?;fffi-r',tTg,'#::arrworkrrombaserines
B'
t,**
receiving fiil shail be proof ro,rl
!ro.. to pracing fiu. proof roring
iit##"Htrf H.*,3il$*ffi dj#Hr,ijslH:":,,tr;
c' The contractor is resPonsible for locating and protecfing as required all#itrfl:Tir#!|i*ostructuresfr ,;1,,,"s"p.i".,?L,i**"i,g
D. The.Conhactor shall obtain authorization toEngineer prior to the pracem",j
"j yy *;ilTTr:ffilTi:::Tf,,["#,Tr:
A:ffi",,::*:i*:"r:ginee*hurr d.;;;;ed as directed by the Engineer at the
3.2 FILLING
Areas shail be 0""1-::-1- rines and guq": ghown on the drawings with material::ffiT;ii $:,iTJi::; \^il i,f,"r"r i, "",..,""H"J on trre drawings,
Filling operations shar-not continue over wet, frozen or spongy surfaces. Thecontractor is responsibre for;;*r#g alr necess*y ariirug".
t_l
J.J
3.4
c' Maximum lifts of fi, sha, not exceed 6-inches of roose materiar.
D' Fill material shall be placed such that ponding of water is not possible. Anybackfi'material darnaged by the weaa";;;;"rnd water seepage sha, beremoved and replaced at the Contractor,,
"*p1nr".E' Filr materiars shalr be watered or dried, as required, to obtain the specifiedcompaction requirements.
F' Filling against concrete work or masonry walls shall not commence until thestructures have reached sufficient strenih ,"^*rno*d the pressure of the backfillas placed and compa"t"o'
t:: "ur" rhur filling cornmence prior to concrete andmasonryhaving cured a minimum^of 2g days rnr"., approved by the Engineer.
,:lrjj1'j*port shail be provided f".;;r.I"i., u".rfilling and care should be
""*n"",ff Jli,f,:ffi "J#fl i!;,1'.1i"T[iTJ[*Ji*fu :H",to*hestructure does not occur' The contru"tor rrruiill responsible for repairin g arrydamage to skuctures resulting rrom trre cffi"lio, orm" fi[. A1repairs shalr bemade at the Contractor,s expense.
TOLERANCES
A'
#fl:H!,"u::ilf;!f *o* roadwavs or bedding mareriar shan be within 0.1 root
B'
,1'Htltffi;::j-'ffi''under concrete shall be finished to a torerance of minus r-
c' other areas shall be within 0.3.feet of the specified level and slopes shall be. maintained such that ponding does not o""i.--r--'
COMPACTION REQUIREMENTS
A'
,Y;1,:xm:rrotherwise on the drawings the following minimum density
;,",lltii]l,J;f**t of maximum unit dry densiry obtained in accordance
FIELD QUALITY CONTROL
A' Field inspection tests will be nerf.orme{ by the Engineer. placement of fill over anfr:tffi::".';f ,|iz:;::,'*lJ l: ::m;[f io.', .i *r p.i o. to,, o ti n cati o n b y
3"5
-
If tests indicate work do,el not meet specified requirements, the contractor sha,
:;;:;5"*" area' Reworking the area'and retesting rr,utii" ut the contractor,s
-
END
CONSTRUCTION SPECIFICATION
SPECIF'ICATION 02370
CAISSONS
H
ASTM A996
PART I - GENERAL
I.I SECTION INCLUDES
This section specifies excavati<
caissons.
rr o,,we,,.,U cxcavatlon and concrete required for construction of foundation
1.2 DEFINITIONS
;tr'rt?ltffiJEffi*r#terial: Piers should extend 20 footminimum into rhe ground from
1.3 RELATED WORK
A. Specification 03300 _ Cast_In_place Concrete
1.4 REFERENCES
ASTM 4.615 Deformed and plain Carbon Steel Bars for ConcreteReinforcernent
Rail-Steel and Axle_Steel Deformed Bars for ConcreteReinforcement
SUBMIT-TALS
A. Caisson record: Data as specified.
B. Rock excavation: Data as specified.
CONTRACT BASIS
A' contract price for caissons will be based upon_ Iength of each diameter of caissonsii"xH;"Trgtho f caiss";' ;;ii be measur"d rrorr.il tto- erevation to top
1' AdjTS*t of contrac, pl= sha, be based upon totar rength of eachdiameter-caisson pracedl
^F": ;, #fr rr"u"r, diameier of compreted
ffi"*TaT"atei or less than l"ngtt ;;;";,
""rtract price adjushnent
"2.
;."11ffiTlT;#rffi:#1, be adjusted when artincial materials that are
1.5
1.6
o
2.
A.
D.
A.
B.
1.8
1.7 CLASSIFICATION OF EXCAVATION
Soil/Weathered Rock Excavation:
Soil or weathered rock that can be reasonably excavated with the rock auger, i.e.rock auger advancement is greater than 6 inches per l5 minutes.
Sloping Weathered Rock Excavation:
Excavation of soivweathered rock that can [picalrybe excavated with the rock
ilffi ft# the steeply sloping orientation-ortn" ,t ut * "urr". the rock auger
Rock Excavation:
1.Excavation of material that meets the rockrequires the rock core barrel or other hard ;removal.
ff,.",::f:':.",_q,.:,^: !:f""d as a penetrarion rate of tess than 6 inches in
li"ffi':';,T] :,"i:111fl " ",t.F.ffi ;; *; #ilffi i"il::
::l:lg:l:: f:: 3i"^gli"" i1"r"p*"as, apprying , """;;j:;:To*"g:::H::::l*Tfj,lo9 p*:9s, equipped ;'th ".i"r u.,eo tr,,tcontains conical carbide-tipp"a 1..f"rr"*etal,,) teeth.
Nominal Soil or Weathered Rock Seams
: auger refusal criteria and
rock excavation techniques for
Nominal soil or weathered rock searns below rock auger refusal will be excavatedand considered as rock for rock.elgavation quantities. A nominal soil orweathered rock seam is one which is ress th*, il;thick. where soil orweathered rock seams or voids of 2 fent* s""* ie excavated within a mixedroclc/soil or rock/weathered rock profile, exlavation is classified as soivweatheredrock excavation unt, rock auger iefusar is ugui., oiuulished.
MEASUREMENT AND PAYMENT FOR ROCK EXCAVATION
Measurement: Excavation tlpe in units of rength shail be considered to change atthe upper contact with a dif6ent o"uuutio, tlpe as defined by section r.7.
Payment: contract unit rates per length of each diameter caisson shall be providedfor each excavation condition ryp" nit"a above in Sectionl.T. contract price andtime will be adjusted for ovemrns or turdemms.
f#il:f;3":*:::f ,9:L1,tiors: No payment wlr be made ror any rock
::::::1,-"":,0?:* "iisson limits. when rock excavation,
(-
encountered, contract price and time will be adjusted.
as classified, is
nL-l
o
1.9 TOLERANCES
Install caissons with
the location shown.
PART 2 - PRODUCTS
2,1 MATERIALS
A.
B.
C.
D.
a maximum variation of 3-inches of the center of any caisson fromCaissons shall not be out of plumb more than I percent.
A' concrete: Tlpe II, srump shalr be 5 inches prus or minus r inch.B' Reinforcing steel: ASTM 4615 0r ASTM A996 deformed.
c' Steel casings: Inside diameter not less than nomin al sizeof shaft as scheduled.
PART 3 - EXECUTION
3.1 GENERAL
Size: Minimum sizes and tlpes of caissons are as shown on the drawings.Proposal to use caissons oi"ir""*J [pes different from those shown may be
ffi :*:iJ ::::H:"j# wri tin g to the En gi,,".. ro,
"uf
o., ",r ana p.o vi a eithe
1. Lcast dimension of caisson is equal to or greater than reast dimension
2'
;:fl?f,tr'J*ffi:;:#., is in beil-rorm with dimensions equar to or
3' Entire caisson receives fuil raterar support from surrounding materiar.
changes: Requests-for change in size or .,pe of caisson from those shown sha, beaccompanied by carcurations and other documentati;;;;;"rrary to show thatproposed changes wilr meet road requirements..Do not proceed with changesbefore receiving written uppro"uf
-Aiil
,rr" Engineer.
Temporary steer casings:,[nsta, casings for protection of personner, for
ff;::r'"" of cave-ins or dispracemeni of earth *uttr, *J hr retention of ground
Defective casings: Do not instar buckred, distorted or otherwise damagedcasings' Replace casings damaged o, art ou"a art.rf
"or.truction, casings that
ilH::H*1fl:I:ffyffiTjinaccordan""*itf, J,*i,g.o,,p"",n3u,ioi.,
H
3.2
E' survey: Registered Professional r and surveyor or Registered civil Engineer shallestablish lines and levels and stake caisson locations.
EXCAVATION
A' Excavation and construction methods shall result in minimum disturbance ofsurrounding material and full lateral support oi"uir.or. by surrounding materiar.B' Remove boulders and rock in caissons such as rock seams unierlaid with soilseams, sroping rock or rock otherwise unsatisfaci* a, bearing.
c' If materialswith satisfactory beari^ng strength occur at elevations higher or lowerlSHH:i}!H;[:;"t"1fu -ot"-ui.,o,i;;htsh".orrowe*r",,uli*,,subject
PLACING CONCRETE
A' Before placing concrete, caissons shall be inspected, cleared of mud, water, loosemateriar and debris, and approved uv *r" c"rr""r,J"a Engineer.
Place concrete using
1-down pipe to direct flow of concrete. Except in presence ofwater, concrete may fa, g""tv irp to a 1TIr,r* height of 30 feet. use tremiepipe or pump if distance is grlater than 30 feet.
s/ithdraw
"*ings,,tr^ concrete is deposited, maintaining top surface of concreteconstantly at least 6 feet above towe. end of casid;]il" concrete to form amonolithic cylindricar shaft having firil laterar sffi;*"; s*rrounding
;11',1HTd
matenals' strike n"i*-rr"a top surfuc"tr"oncret" to true plane at
concrete pracement in each caisson sha, be one continuous operation. If pracingoperation has to be stopped, leave ,*fu"" approximatery revel. If concrete hasffi*:*;':ff il#""L4 'r*r';',h', I io-r cemen,-J*i grout berore pracing
when water is present, conkol water level to within 2 inches of bottom of caissonbypumping- If impossibre or i*pr""ti*r to conkol water, secure written
ffiXHH*|effi.o;:f,"yi"a B"ei""er to ptace concrete through water by
l ' when pracing concrete under water, discharge end of tremie shalr besubmerged in fresh concrete and shaft of tremie maintained fulr ofconcrete to point above water level.
2- Increase cement content of concr,
sack per cubic yard of concrete.
ete required to be placed in water by one
3.3
B.
C.
D.
E.
H
3.4 CAISSON RECORD
A' For each caisson placed and.lefore superstructure framing is placed, submit toEngineer for approval a certified *p"n."""rding the following informationprepared by Registered Professir""i r*Jlrrveyor or Registeied civil Engineer.I. Caisson number.
2. Location.
3. plumbness.
4. Dates:
Excavation completed.
Concrete placed.
Diameters:
Top of shaft.
Bottom of shaft.
Bell.
Elevations:
Top ofground.
Top ofconcrete.
Top ofrock.
Bottom of caisson.
END
CONSTRUCTION SPECIFICATION
SPECIFICATION 02775
POLYETHYLENE GEOMEMBRANE LINER
L
PART 1 - GENERAL
I.I SECTION INCLUDES
A. Supply of synthetic liner system.
B. Shop testing.
C. preparation for shipment.
D. Installation of Synthetic Liner system
E. Inspection and Testing
1.2 REFERENCESTANDARDS
A. ASTM D4I3
ASTM D57O
ASTM D638
ASTM D6g6
ASTM D746
ASTM D751
ASTM D792
ASTM D882
ASTM DIOO4
ASTM DlI4g
ASTM D1204
ffi:#,:lods for Rubber Propertv - Adhesion to Flexibre
Method for Water Absoqption of plastics.
Test Method for Tensile properties of plastic
Test Method for coef,ficient of Linear Thermar Expansion;il ffi:?:erween
_30"c *dl0;a with a vikeous Silica
Test Metho, a.^p:ttleness Temperature of plastics andElastomers by Impact.
Test Methods for Coated Fabrics.
Test Methods for O:rg and Specific Graviry (RelativeDensiry) of plastics UV Oi.pf r#*i.'
Test Method for Tens,e properties of Thin prastic sheeting.
Test Method for Tear Resistance (Graves Tear) of plasticFilm and Sheeting.
Test Method for Rubber Deterioration _ Surface OzoneCracking in a Chamber.
Test Method for Linear Dimensional CtTherm op I as t i c S h e etin*
". ril,, ^ri
;; ";:?:f T#:ffi :
B.
C.
D.
F.
G.
E.
H.
I.
J.
K.
T.
L.
M.
N.
o.
P.
a.
R.
S.
ASTM D1238
ASTM D1505
ASTM Dl593
ASTM D 1603
ASTM D1693
ASTM D1822
ASTM D3370
ASTM D3895
ASTM D4218
ASTM D4437
ASTM D4632
ASTM D4716
ASTM D4833
ASTM D4885
ASTM D5I99
ASTM D5323
Test Method for Melt Flow Rates of Thermoplastics byExtrusion plastometer.
Test Method for Density of prastics by the Density-GradientTechnique.
Nonrigid Vinyl Chloride plastic Film and Sheeting.
Test Method for Carbon Black in Olefin plastics.
Test Method for Environmental Stress_Cracking ofEthylene plastics.
Test Method for Tens,e-Impact Energy to Break plastics
and Electrical Insulating Maierials.
Practices for Sampling Water from Closed Conduits.
Test Method for Oxidative_Induction Time of polyolefins
by Differential S canning Calorimetry.
Test Method for Determination of Carbon Black content inPolyethylene Compounds by the Muffre-Furnace
Technique.
Practice for Determining the Integrity of Fierd seams Usedin Joining Flexible polymeri c S nJet'G"om"*brurr"r.
Test Method for Grab Breaking Inad and Elongation ofGeotextiles.
Test Method for Determining the (In_plane) Flow Rate perUnit Width and Hydraulic Tiansmirririty of u C"o.frttiJ"Using a Constant Head.
Test Method for Index puncture Resistance of Geotext,es,Geomembranes, and Related p.oar"ir.
Test Method for Determining perfornance Strength ofGeomembranes by the Wide-Strip f"roit" Method.
Test Method for Measuring Nominal Thickness ofGeosynthetics.
Practice for Determination of Zo/oSecant Modulus forPolyethylene Geomembranes
U.
V.
w.
x.
Y.
Z.
AA.
-
BB. AST'M D5397
CC. ASTM D5596
Test Method for Evaruation of Stress crack Resistance ofPolyolefin Geomembranes Using Notched constant Tens,eLoad Test_
Test Method Fortlicroscopic Evaruation of the Dispersionof Carbon Black in polyolefin Geosynthetics.
Test Method for Multi_Axial Tension Test forGeosynthetics.
Practice for Geomembrane Seam Evaluation by VacuumChamber.
Pracfice for Air-Oven Aging of polyolefin Geomembranes.
Practice for pressuri zed Air channer Evaruation of DuarSeamed Geomembranes.
Test Method for Oxidative tnduction Time of polyolefin
Geosynthetics by High_pressur" Di ffer"ntid S ;;;;Calorimetry.
Practice for the Nondestructive Testing of GeomembraneSeams Using the Spark Test.
Test Method for Determining the Integrity of NonreinforcedGeomembrane Seams produled U;;g Thermo_FusionMethods.
Test Method for Determining Tensile properties ofNonreinforced polyethyl"o" Ld Uonreinforced FlexiblePollpropylene Geomembranes.
Pressurized Air Charurel Test for Dual SeamedGeomembranes.
Cold Weather Seaming of Geomembranes.
Specification for Stress Crack Resistance of HDpEGeomembrane Sheet.
Test Properties, Testing Frequency and RecommendedV/arranfy for High O"lrtr, p"fy"tiryf"re (HDpE) Smoothand Textured Geomembran"r. - '
Test Frequencies for Destructive SeamTesting.
DD.
EE.
ASTM D5617
ASTM D5741
FF. ASTM D5721
GG. ASTM D5820
HH. ASTM D5885
ASTM D6365
ASTM D6392
KK. ASTM D6693
LL. GRI GM 6
MM. GRI GM 9
NN. GRI GM IO
OO. GRI GM I3
PP. GRI GM 14
il.
JJ.
1.3 SUBMITTALS
A"
ff"::it*:'#lr'.:?Ht,the rollowing items ro the Engineer ror approvar,
l. Documentationofmanufacfurer,squalifications.
2'
NHffiH"Jr: Qualitv contror prosram manuar or descriprive
3. Sample of the liner material showing weld.
4. Detailed Schedule of fabrication.
5. Description of welding procedure.
6' Drawings showing u:,:r,_"i-u1n,.the rayout of liner system and detals ofpenetrations' liner jointing and liner uir"ho.ug" to concrete and otherstructures. seams shourd g*"*ilf [irJ, *r" a]rection of-tie srope. Buttseams or roll-end sealns should nlt o"".r. on a srope unress approved bythe Engineer. Butt seams on a srope, if alrowed, shourd be staggered.7' Details of recommended installation procedures, specifications of fieldseam requirements and testing _"tt oarl-_
8' Manufacfurer af,fidavit to the Engineer that the furnished material willmeet, in every aspect, the requirernilir."ir"nr, in the specification.c' Prior to delivery of the liner, the fabricator shall submit certificates of compliance
$'*i#Xil:"**u of the ri"", *ut".iJ iroperties and testing methods
B'
ffi,tr3lffHj"Ht#J:.documentation of instarrer's qualifications and a rist or
QUALITY CONTROL
A. Manufacturer,s eualifications
prior
1.4
1' The manufacturer of geomembrane of the type specified or similar productshall have at least n"" v"u.r experience^in irre manufacture of suchgeomembrane' In addition, th:
^g,"o*embrane manufacfurer sha, havemanufa*ured at reast l0,00q000d' ;il;;;#,rre of geomembraneor similar product during the iast five years.
-
-
I
l,l
B. Installer,s eualificaitons
I ' The geomembrane installer shall be the Manufacfurer, approved
ffi:ffH"J.Lt::taller or u
"on,.u"ror approved uyir," Engineer to instal
2' The Geomembrane lnstaller shall have a least three years experience in thei ns tal t ati on o f the sp ec i fi ed s;;;;;;r " ".,,L",i*rr.* or
"r.3" Installation shall be performed under the direction of a field Installationsupervisor *lo srrau g" ,;;;;+q_" ir"r#l,ri, ,n" geomembraneinstallation, al.g"o*"Tfl*" iun"t layout, .i*ilg, patching, tesring,repairs and ail other activities oithe o"i"r"ri,ffi"'ilrrrrr,"r. Throughouttesting the supervisor shar *i"i" utt ,"rutir, 6li. and certificates asthey are generated for the,"oi.rlrirrre work.
4' seaming shall be performed under the direction of a Master seamer (whomay also be the Field Instaration supervisor or crew Foreman) who hasseamed a minimum of 3,000,000 ft'of geomembrane orthe {pe specifiedor similar product, using the
';
o*: of seaming apparatus to be used inthe current proiect. irr" e-da Instailation supervisor and/or MasterSeamer shall be present wlenever seaming is performed.
5' AII seaminS' patching, other welding operations, and testing shall beil.f,i}* bv quarified t""r,ni"iil'""*prova by the Geomembrane
PART 2 - PRODUCTS
2.1 MATERTAL PROPERTIES
A' Material supplied as a membrane liner shalr.be of domestic virgin first-qualityffflH'ff#;tr,ffil d"rh"#;;'#du"'', ;;-,h; ;;"," or riquid
B' Liner material shall be produced so as to be free of holes, blisters, undispersedraw materials, or any sign orcontaminati;;;; foreign matter.c' The finished product srrar] !e supplied as prefabricated panels in rolls customl;;lr::f;,,#ru*:1.'o * to minimize nerd ,*,,i,'gi r-*er sizes shal be
D'
ffiruT:,111,'r.0"*ce the actual job requirements against the drawings for
E,sufficient lining material to allow for shrink and wrinkles shall be furnished to;:#: ;LHfl#;x:$lJ,:. on the drawings i,"r,a,,e'paner overraps at nerd
The liner material supplied shall not be textured.
I};aj[:: materiar suppried sha, meet or exceed rhe tolrowing minimum
F'.
G.
H
PROPERTY
Gauge (nominal)
TEST METHOd VALUE
ASTM D5199
ASTM otsoy oiga .94 gnt/cc
Tensile @yield
@break
Elongation @yeld
@break
126 pound per inch of width
228 pornds per inch of width
t2%
700%
Tear Resistance ASTM DI004 - Di" C
Puncfure n"rirtun"*FTMS IO1B
Coef,ficient ofUrr"*
Expansion (max)
ASTM D696
Low Temp"*to." g;ttt
"".,ASTM D746
Stress Crack R"rr"t""".ASTM D5397
Carbon Black Conteni ASTM DI6O3 2.0yo-3,}yo
Carbon Black Disp"rston ASTM D3OI5 41, M, or Bl
Melt Index ASTM D1238- E <.5 g/t 0min
Dimensionut StuUrfitv ASTM D120i (82"A1tr)+/-2 Yo change (.**i
Factory una-FiAa S**
Requirements:
bonded seam strength, shear
peel (Fusion)
peel (Extrusion)
ASTM D 4437 l20lb/in width
84lb/in width
78lb/in width
Oxidative mar"tlo., fi."*ASTM D3895 100 minutes
Oven Aging at g5t ASTM D572|IA.TM D'895 55 Yo retainO un". eO auy,UV R"sirtan"v HighTffi ASTM D 5885/ Cnr crrar r 50o/o retaineO after fOOO hrs.
60 mil.
uensrty
AD IlVI U63E
Tlpe IV
+2 tb
108 lb
,UUUI2/-C
-OU LJ
JUU hrs.
H' All tensile and elongation properties of samples taken in the machined andtransverse directions shall noir."r-"."ir, e fi%in the finished sheet.I'
1,ffi:i:IT;l.tn"" be uniform in material properries and shalr be resistant to
J' seaming shail primari,r^,0^:
r"f:red.us,ing automatic fusion werding equipmentand techniques' Extrusion welding ,t al b" u..a *t"r.-ili", werding is notpossible such as at pipe penetration{ patches, repairs and short runs of seams.
PART 3 - EXECUTION
3.1 TESTING
3.2
3.3
A' The Manufacturer shall take at least three random samples from every fabricatedro, of lining materiar. sampres ,nar u" t*rted by " qr"rin"i Iaboratory bymethods specified in Section 2-l for thickness, strength, tear resistance, lowtemperafure impact, shess cracking ."ri.tur"", densit!, ai*"rriorrur stability,
;H:*
brack content and dispersi"; ;;;;;; index, and oxidation induction
B" prior to factory seaming all roll goods shall besides for TTi;q,l p"i.ry ai,perlea ,d;;;;,:ffi::.1,# ji::::#;l["*foreign particres, hores, bristers, or any other defectr. ' Ari;.f."ts Ld impuritiesshall be removed_or repaired_before ,rr" *rJ-u.*" i, f"b;;;;j r.r,o paners.il*fr.,"f. the sheet rt utt be as "ror"-'io"**or_rike il;h as possibre.
*ilffi1#"ffii'.x##;tr1ili,:x"rH1*,.:ffi*trfl *#:ffi r,#1
c' A log shall be maintained of all above and additionar testing performed showinglot number, rolr number, paner number, ;;;;;;; r1pe, date, time and test resurts.This log sha, be made "*,"ur" t" il;,it#ll;,", derivery of the materiar.
MARKINGS
A' Prominent and indelible markings or labels on each roll shall identify themanufacfurer,
.,prodyct description, roll "r*U"i panel number as listed ondrawings' Iength and width or.ott, *iri"r.**liiiui"nur, and direction to unror.
SHIPMENT AND DELTVERY
A' The geomembrane installer shall be responsible for all freight, transportation tosite and handling and storage on site, ir"fralrg ri,e security.
B' Each roll shall be securely packls3! and wrapped for overseas shipment so as toprevent the unravering of materiil d;;s ;;filg *a shipping. Lifting slings,
H
non-destructive to the liner rors, sha, be provided for each ror.c' Materials shall be stored in such a ma,ner that no.surface inegurarities or other::-""ff iljfij'' point loua' uu.u;i"ons, cuts or disrortions or other forms of
D'
il: ffi::"an three rolls of flexible membrane liner shall be stacked one on top of
E. ,"]:f,1*, handling and srorage instruct.prior to shipment. Q {ru olurilB'c mstructlons shall be supplied to the Engineer
PART 4 - PREPARATION, INSTALLATION, INSPECTION & TESTING4.1 PREPARATION
A' surfaces to be Iined shall be smooth and free of all rocks, stones, sticks, roots.;1f",#f;:#,*T: ;;**#*'*,-" .*rb;;;ii p.o,,ia" u n.,,,
or break - s"a". rv" .tanaing *,,", ".1*$#"T11:h:i1f,ff:"n**.ry;:iff tilH;*:H[,#"';#j:i#*]:l#;:"r;;ii'HT:1,"*b,*"i.,.r"
4.2 INSTALLATION
A' only the paners that can be werded on that same day sha, be deproyed.B' rndividual panels of liner material shail be laid out and overrapped the minimum,*,*,.,1!il'$Tf "J:#,$f{il,ffi "#i;i;#J[fl
"p*H,,Iffi"Sthe are-as to be welded or seamed. The area to be welded or seamed shall becleaned and prepared according to irrtJritil pro""a*"s provided bythe materialManufacturer and be subjlct to approval by the Engineer.c'
ffiL';'#tJffill?,ffi:Hj,:ide sropes wlr not be permined on the sropes or
D' AII welding material or seaming adhesive shail be of a tlpe recommended andsupplied by the Manufactur", *d .h"li ;; derivered ir' ,r,"-"riginar searedcontainers - each with an indelible iail;;;, the brand nzune, manufacturer,smark number, and complete air""tio* u-. ;;;;.0". srorage.E' The welding equipment used shall be capabre of continuousry monitoring andcontroring the temperafure of the zone.i'"*oo where the mact.#;iT":i"#:iHff [Hl;i*:;]*;;,;";**esinenviro,*";ff :ffi ,,;:ll
F.welding is not tl tak;^nrace during precipitation, in the presence of excessiveatmospheric moisture (fog or dew)"or excessive winds.) care shourd ars. betaken with extremes of hot or "oia-u.nui"rt tempe.-atu.e conditions that make
::ir:[T,;fl:Ji:"'"peratures difficult. weather "*ai,io,, are to b;-;;orded
All welds or seams on compretion of the work shar be tightry bonded. Anymembrane area showing injury ar" L.excessive scuffing, puncfure, or distress
f;:l:11ffi;:T:##:i'"a uv '"pr,""."",, ". ""'ii;; with and "aJi,i","r
No air gaps or other defects shall be allowed within the seam area. where defectsffiHfiil#ffI shall be cut, and overlapp"o *in a;;;"p-"xrrusion werd or
G.
H.
M.
Welding or seaming of liner material ondebris are present will not U" p"""in"i which visible moisture, dirt or foreign
J' construct anchor trenches and anchorages to structures as shown on the Drawingsand in accordance with approved shop"dr-#"*r."trr" trenches shalr be set back aminimum of three feet fi.m the cre.si 9f *y ioo". After the flexible membraneIiner is places they shall be backfill"o *itr, ,rJ*","a soil with water added ifappropriate to assist with compaction. c.-p""ii"n sharl be as set out on thedrawings with ar reast 85%o oi.sfnayo ""r";;";i;, required for riner anchorage.Anchor trench backfilling shall be ,h" ,rd;;tifirr. of the mernbrane installer.care shall be taken in aackttting to ensu." thut the hench has not been softened
:#"Hti:f"I1i;:,H3,*" trre uacmu materill contains no rocks .*. ril."ry ,o
K" Lining installation shall be performed to avoid darnage during high winds. securethe leading edge of the ti""i ut utt ti*"r-*iai ,Jh"*r, rubber tires or other means
$11#:"?i"Jffi:,i:. lffi',i*,1,lff
"ilt1,,,0,
oo .,ot i,iu" r,"u,.v
Make watertight sears..to concrete and pipe penetrations with approved mechanicalseals in accordance with the oruwingr'una zo. appro,rJ itop Drawings.
Any liner repracement that is required due_ to damage from the geomembraneinstaller's operations or negrigence ,: adequatery'p.ot"ct the riner duringinstallations w,l be made ut oo'uiaitronal cost to the owner.
AII punctures, cuts, tears, severe abrasions ands similar damage or abuse sufferedbv the liner materiar sharr g; ';;;;;;d by patchi;;;;* the manufa*urer,s
:?itrffir|f,l"Xrocedures and equipment for n"rJ *liair*, *o to rhe satisfaction
N.
o.
a.
D.
4.3
Patches shall be cut from flat, unwrinkred scraps of materiar being patched, andshall be free of defects, and seams of any type. The patches shall be of sufficientsize to extend a minimum of 3 inches in atl ai.ectron, u"yord the rimits of anypuncfure, cut, tear, abrasion, etc. The. minimum .ir"d patch shail be g inches.Patches shall be neat in appearance with corne, ,or.ri"i to a minimum r _inchradius" The contact surfaces-shall be prepared and the patch seamed in accordancewith the specifications herein.
Patches shall be applied as specified above for lap joints. The parent materialshall be held flat in the area to be patcnea so as to fi;il"* acceptabre surface toreceive the patch.
where specified on design drawings cover shail be praced on the geomembrane assoon as is possible.
INSPECTION AND TESTING
A'
*ffiL?Terreserves
the right of access for inspection of any or all phases of this
B' The geomembrane instaler s!!l emproy on-site physicar non_deskuctive
::#I.". testing on ail field werds or rfr-. to ensure watertight homogeneous
Acceptable methods are:
' 1. Vacuum Chamber
2. Air pressure
3. Spark Testing
c' A quality-conhol technician shall visually inspect each seam. Any area showing adefect shall be marked and repaired ln accordance with Engineer-approvedprocedures' The locations and tlpes of defect sha[ be indicated on the fielderection drawings.
*"ffix*1[::3.:.T:'-':::,:]il,-0" run ea3h day prior to riner werding or;ffi 11T:JT:'*""-'"T:,:"*;i"1-;i:;to',"#,ffiil; ji['J::,:[il:
;:i.,f X;:ii,o'.:,"j[-"1'l j:,T;I;;'";;r:]'#::ff fffi #;:f [*Jfff 11'" T::tt:; TTl: t ?*r1."' : i *'' i' z, ;H', J i' :l"f, ,ll,TJ [H'L T,1Ir",T*#lI:f ,T,'"H-1iir:if g1;,h"*;;;;i:i#J"J,:;#tffiT
,"i:H j.T#^Tll"ll,:-y#:;;;;ffi ffi ;;"J#i;:.'#J:f ;ff ff :
f:,T'::'"if ":':51,T"I":*";!o*-";i#il;H:i:i;:;I';;to.;#,1;weld or seam at locations d"ri;;;'b;ilJ ##J;:
P.
1.
2.
C.
A.
D.
4.4
A hydrostatic test will be performed after physical testing of all field seams,patches and boots. The owner will suppry
-*ut".,
piping and pond evacuationshould a leak be detected. The geomembrane installei rt utl lo"at" a.ra ,"pui. uttIeaks.
SITE FACILITIES AND CLEANUP
A' Protect excavations by methods required to prevent cave-in or loose soil fromfalling into excavation.
Protect bottom of excavations and soil adjacent to and beneath foundation fromfieeztnq.
The geomembrane installer shall keep the area in which he is working clean of alldebris' Upon leaving any area aftei completion of work, installer shall removefrom the premises all rubbish and unused materials "*""pi materials furnished bythe Engineer.
PART5-QUALTTCONTROL
5.1 RECORDS
Before award, the geomernbrane installer shail submit euarity controrProcedures.
As constructed drawings shall be provided detailing all elements of the flexible
3emlrane liner layout including anchorage flexible tembrane liner roll numbers,location of all primary and secondary werds and alr areas tested and repaired.
The finished installation shall be accepted by the superintendent as complete whenthe following documents have been assernbled"
Manufacturer's material tests certifi cation.
Fabrication and Field instalration ec/eA records as set out above.
The Engineer may also require a final site inspection prior to final acceptance ofthe work' This inspection may give rise to a Iist of minor works and maintenanceitems that shall not impede acceptance. Acceptance may be held back in the eventof major work items incomplete or major defects,
H
CONSTRUCTION SPECIFICATION
SPECIF'ICATION 02776
GEONET DRAINAGE LAYER
A" ASTM D7g2
B. ASTM D1238
C. ASTM D1505
PART I - GENERAL
1.I SECTION INCLUDES
A. Supply of geonet.
B. Shop testing.
C. preparation for shipment.
D. Installation of Synthetic geonet.
E. Inspection and Testing.
1.2 REFERENCE STANDARDS
Test Methods for r:".,j{ and Specific Gravity (RelativeDensity) of plastics by Dsplac;";;. -
Test Method for Melt FIow Rates of Thermoplastics byExtrusion plastometer.
Test Method for Density of plastics by the Density_GradientTechnique.
ASTM D1603 Test Method for carbon Black in orefin plastics.
ASTM D47r6 Test Method for Determining the (In-prane) Flow Rate perUnit Width and Hydraufi" fir".*irirrir, of u GeosyntheticUsing a Constant ilead.
F' ASTM D5035 Standard Test Method for Breaking Force and Elongation ofTextile Fabrics (Strip Method).
G' ASTM D5199 Test Method for Meas,ring Nominar Thickness ofGeosynthetics.
SUBMITTALS
A'
f;::Xi"*:,'lilr"Hitrhe rollowing items to the Engineer ror approvar, prior
l. Documentationofmanufacturer,squalifications.
2' ffiffiH:ff Quaritv contror prosram manuar of descriptive
3. Detailed Schedule of fabrication.
D.
E.
1.3
-
1.4
4. Description ofjoining procedure.
5' Drawings showing, as a minimum, the layout and details of penetrations,geonet jointing and geonet anchorage to concrete and other structures.6' Details of recommended installation procedures, specifications of fieldjoining requirements and testing rr",h;;.
7 ' Manufacturer affidavit to the Engineer that the furnished material willmeet, in every aspect, the require*Ir,, ,"ir"rth in the specification.c'
I,ffi'li"'::ilffi:'ff 'ff?#" rabricatorshal submitcertificates orcompriance
specified herein. : geonet material properties and testing methods
B' The insta,er sha, submit documentation of installer,s quarifications.
QUALITY CONTROL
A. Manufacturer,s eualifications
I ' The manufacturer of geonet of the tlpe specified or similar product shallhave at least five year-s experience in'thoiaanufacture of such geonet. kraddition, the geonet manufacturer shali have manufacfured at least
,Xff:" r"*.
of the specified trp";rs;";er or simlar proa.,"i au.i,g n"
B. Installer,s eualifications
r- The geonet instailer shal be the Manufacfurer, approved Manufacftrer,sinstarer or a contractor approved by th" E;dr"er to install the geonet.2. The geonet installer shall have a least tltinstailation of the ,p""in"a g"on", ;r'r-#il;ilrllfr experience in the
3' Iastallation shall be performed under the direction of a field InstallationSupervisor who shall be resPonsibl" trr.ough;ut the geonet installation, forgeonet paner layout, patch13s, joi"ing, i"lt*e repairs and a, otheractivities of the geonet inst"il"i" irnffioii t".tirg the Supervisor sha,
;::lilrii;:$o,u,"rons and certincati--*" ,r,"y ; dr;;;;"j ro. ,r,"
H
PART 2 - PRODTJCTS
2"1 MATERLAL PROPERTIES
C.
A' Material supplied as a geonet shall be of domestic virgin first-quality polyethylenedesign and manufactured specifically fbil;;r.p"se of leachate collection andremoval system.
Geonet materiar shau be produced so as to be &ee of hores, bristers, undispersedraw materials, or any sign of contamination UV for"ign *uti"r.
The finished product shall be supplied as prefabricated panels in rolls customdesigned for the project so a.s t"';i;;;"";:;;;ffi*l panel sizes shall beapproved by the Engineer.
allow for shrink and wrinkles shall be fumished toon the drawings including panel overlaps at field
D.Sufficient geonet material to
cover all lined areas shown
seams and anchor trenches.
3.I TESTING
A' The geonet shall be tested by its manufacturer once every 50,000 square feet for
"rlr:i"tlerties'
except transmissivity, which .turl'u" tested or""
"r".y.l00,000
The geonet supplied sha, meet or exceed the fo,owing minimum standards.
PART 3 - EXECUTION
PROPERTY TEST METHOD
Gauge (nominal)
ASTM Dl s0s/ otgz
Carbon Black Content ASTM Dl603 2.0yo-3,}yo
Transmissivity ASTM D4716 7 gal/min-ft
VALUE
ASTM D5199 200 mil.
Density
.94 gm/cc
I ensrle Strength 1\D I IVI IJ)UJ5 4s tb
3.2
3.3
B' Prior to factory seaming, all roll goods shall be unwound and inspected on bothsides for unmixed or poorly dispersed ingredients, the presence of contaminants orforeign particles, holes, blisters, or any other defects. All defects and impurities
#HJ:*_Tlved or repaired g?tu" m" e""r", i, fabricated into panels.
i*e",r."ti"x:stffi '"iilil1ffi ':lJl;:*,o;ffiL,,,[*il.flt**#lwill be rejected and replaced.
c' A Iog shall be maintained of all above and additional testing performed showinglot number, roll number, paner ny*p..:,.nur".rrrrl rJrpe, date, time and test resurts.This log shall be made available to the b.rgin"". rpon delivery of the materiar.
MARKINGS
A' Prominent and indelible markings or labels on each roll shall identiff themanufacturer, product descriptiol ..9ff ,rrnU"r; panel number as Iisted ondrawings' length and width of ,otl, thlckness oi*ui".iur, and direction to unroll.
SHIPMENT AND DELTVERY
A.
B.
C.
D.
E.
The geonet installer shall be responsible for all freight, transportation to site andhandling and storage on site, including site security.
Each roll shall betr,",,*u,,,"ir,,;;i"T::ilr#ffi
fl #l#"fifl #;r:lH*rffi T,fl#"#ldestructive to the liner ro,s, .rru, i-" frovided for each ro,.
Materials shall be stored in such a manner that no surface irregularities or other:*"#il ilif,?X'' poi"t touas, uir*io.,r,
"ut, o. airtoiions or other forms of
No more than three roils of geonet shall be stacked one on top of the other.
X,*,:ijffiXffl*- and storage inskuctions shau be suppried to the Engineer
PART 4 - PREPARATION, INSTALLATION, INSPECTION & TESTING4.1 PREPARATION
surfaces shalr be smooth and free of arr ro-cks, stones, sticks, roots, sharp objects,or debris or any kind. The surfac" ,r,orta provide a firm, unyierding foundationfor the membrane with no ruaJ"n, d;; or.abrupt changes or break in grade. Nostanding water or excessive moisture shall be utio*"J^Tt e geonet instalrer sharlcertify in writing that the surface on which the geonet is to be instared isacceptable before commencing work.
H
o
A.
B.
C.
D.
G.
J.
K.
4.2 INSTALLATION
Geonets shall be placed and covered in a timely manner.
Geonet overlaps shall be specified by the manufacturer.
Each component of the geonet w,r be secured to the like component at overraps"
Geonet overlaps shall be
1e-cured by tyrng with contrasting colored durable plasticfasteners or polymer braid. Meta,ic r*l"r"r, are not arowed.
;#f :111j-:#1"1""T; ::':T: "^y:y 5 ft' upand down anv srope, every 6 in
f,:'J,-,,:,:i-::#iJ":::' :.1*'y j'1o, :u"v 2 5 in ""
":Tol;-tffi,: ::
shall be every 6 in. in the anchor t "r"tr.
1.:::l :] "*g:"f a1a every 6 ft. ;;ds.;1,,,;;on horizontal surfaces. Tlng
In general, no horizontar seams shail,be alowed on slopes" [o ,ry case, horizontalseams on slopes shail be minimized.
^If necessary, ioirortur seams in adjacentrolls shall be staggered by a distance of at least r6 ft.
In the presence of wind, ail geonets shalr be weighted by sandbags or approvedequivalent' such anchors shall be installed ar.i"g-pr"""t"ot and shall remain inplace until replaced with cover material.
ffi.t", ;1.n:ffi,*11not use heavv equipment to traffic above the geonet
The geonet shall be properly anchored to resist sliding in the anchor trench.
#"*::trench "olnpu"1i.,g .qrip*"rt shall not "o-" i.-ii direct contact with the
Under no circumstances shall the geonet be werded to geomembrane.
sewing shall be done using polymeric thread with chemical and ultraviolet Iightresistance properties equal to or l*"""ding those "in" g""iextile. sewing shall bedone using machinery and stitch tlpes specified in the project specifications or asapproved in writing by the Engineli.
Any rips, tears or damaged areas on the deployed geonet shail be removed andpatched' The patch sha, be secured to the originar g""";;;;y tying every 6 incheswith the approved tying devices.
INSPECTION AND TESTING
A'
;::jl,?Ter reserves the right of access for inspection of any or ar phases of this
4.3
c' A quality-control technician shall visually inspect each seam. Any area showing adefect shall be marke! and repairea in accordance with Engineer-approvedprocedures' The locations and tlpes of defect shall be indicated on the fielderection drawings.
4.4 SITE FACILITIES AND CLEANUP
A' Protect. excavations by methods required to prevent cave-in or loose soil fromfalling into excavation.
B' Protect bottom of excavations and soil adjacent to and beneath foundation fromfreezing.
c' The geonet installer shall keep the area in which he is working clean of all debris.Upon leaving any arcaafter completion or*ort, contractor sh-all remove from the
ilH:::
all rubbish and unused materials except materials turnished bv the
PART5_QUALITYCONTROL
5'1 Before award, the geonet installer shall submit euality control procedures.
END
H
CONSTRUCTION SPECIFICATION
SPECIFICATION 02777
GEOTEXTILE
t"3
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Supply of Geotextile.
B. Shop testing.
C. preparation for shipment.
D. Irxtallation of Geotextile.
1.2 REFERENCESTANDARDS
A. ASTM D4354
B. ASTM D44g1
C. ASTM D4533
D. ASTM D4632
ASTM D4751
ASTM D4759
G. ASTM D4833
H. ASTM D5261
SUBMITTALS
Practice for Sampling of Geosynthetics for Testing.
Test Method for Water permeabilify of Geotextiles byPermittivity.
H:l*Hd for rndex Trapezoidar Tearing Srrength of
Test Method for Grab Breaking Load and Elongation ofGeotextiles.
:,,;3i?'l ;::l#ff d for D eterm i n ing Apparent op ening
Test Method forDetennining the SpecificationsConformance of Geosynthet[s. r -- --
Test Method for Index puncture Resistance of Geotextiles,Geomembranes and Related p;J;;;:"-
Test Method for Measuring Mass per Unit Area ofGeotextiles.
A' Prior to d"liY:.?. of the geotextile, the fabricator shall submit certificates of;Jl',I:.TJffiJi"#f,:irlments or the g"otexi," material properries and testing
B'
frilHlt|]: of the geotextile shall submit documentarion of insrarer,s
1.4 QUALITY CONTROL
A. Manufacturer,s eualifications
l' The manufacturer of geotextile of the tlpe specified or similar productshall have at feast fi;" y;;; experience in the manufacrure of suchgeotextile. In addition, the
^geotextile manufacfurer shall havemanufacrured ar least ro,ooo,ooo # "rii"'.p#;;'gpe of geotext,e orsimilar product during tfr" f^i n* years.
B. Installer,s eualificaitons
l- The geotextile installer shall be the Manufacfurer, approved
Xfr:*:H,"Is installer "' u ";;;;;ctor approv"d b;;h" Engineer to instari
2' The geotextile.installer shall have,a least three years experience in theinstallation of the specified g"rr".rif" or similar product.
4' seaming shall be- performed under the direction of a Master seamer (whomay arso be the Fierd Instartation superviro;;;"crl*'ao."*an) who hasseamed a minimum of 3,000,000 # org"o.y.m",i".'rf the fipe specifiedor similar product, using the same tlpe of seaming apparafus to be used inthe current project. ih" F;rd Instaration supervisor and/or MasterSeamer shall be present whenever seaming is performed.
5' All seaming patching, other welding operations, and testing shall beperformed by quarified t""r,"iciur,
"Lptoy"a by the geotext,e instarer.PART 2 - PRODUCTS
2.1 MATERI,AL PROPERTIES
A. The r
,"rrffi,I"r""Tff :t': J"Hi*"*eeotex
ti I e sp eci fi ed h erein shau b e m ad e rrom
B' The geotext,e sha, be manufach,ed from first quarity.rirg, porymer.c' The geotextile shall be able to withstand direct exposure to urtraviolet radiationfl:f"ffi'r up to l5 davs without *, no,i""uure effect on index or perfbrmance
-
D.The geotextile supplied shal meet or exceed the foilowing minimum standards:
PART 3 - EXE-.UI]ON
3.I TESTING
ft:f#3["t#:ln*:de to arranse conformance testing of the rolrs delivered to
yiairru"*.aingi;!,#iT:*:?lf ffi i:#ffi:T#lj:,H;;**yi:{to an independent laboratory fo, t"sting.
ffitrfr,oo|,f;il of the conformance test results shail be determined according to
MARKINGS
A'
fl"#H:ilr,and
inderibre markings or labers on each roil shail identif, the
drawings,r,lhffit;:,.ff .;i|",,th,"*,",15*"#,i"#:*ir;-,i,#1,,;;
SHIPMENT AND DELTVERY
A' The geotextile installer shall be responsible for a[ freight, transportation to siteand handline and storage on site, inciuding rit" s""r.ity.
A.
3.2
TEST METHOD VALUE
Mass per Unit Area ASTM D5261
Grab Tensile Strength ASTM D4632 220lb
ASTM D4632
Puncfure Strength
Trapezoidal Shear
Strength
ASTM D4533
Apparent Opening ASTM D4751 Sieve No. 95
Permittivity ASTM D4491
ASTM D4355 70%o retaina utoJOO fr*o,
3.3
PROPERTY
8 oz/yd 2
Grab Elongation
s0%
t20 tb
95 tb
1.5 sec
Permeability f\D r rvl D44gl .3 crn/sec
(fV Resistance
B' During shipment, the geotextile shall be protected from ultraviolet light exposure,precipitation, mud, dirt, dust, puncture, or other damagrng or deleterious
!f,:f'.:?,:t Lifting slings, non-destructive to the liner rolls, siau be provided for
c' Materials shall be stored in such a maruler that no surface inegularities or otherinfluences will apply point loads, ubrurionr, cuts or distortions or other forms ofdamage to the rolls' Uryron delivery to nr job site, the geotextile installer shallensure that the geotextile rolls are handled and siored In accordance with themanufacfurer, s instruction.
D' No more than three rolls of geotextile shall be stacked one on top of the other.
PART 4 _ PREPARATION & INSTALLATION
4.1 PREPARATION
A' surfaces shall be smooth and free of all rocks, stones, sticks, roots, sharp objects,or debris or any kind' The surface should provide a firm, unyielding foundationfor the membrane with no sudden, sharp or abrupt changes or treak in grade. Nostanding water or excessive moisture shall be "u"*J]-rte"geotextile installershall certi$r in writing that the surface o., *ni"n the geotextile is to be installed isacceptable before commencing work.
4,2 INSTALLATION
A' The geotextile shall be handled in such a manner as to ensure that it is notdamaged in any way. should tt" "ortru"t* au*ug" the geotextile to the extentthat it is no longer usable as determined uy trr"r" ,p"""in"ufro* o, uy the Egineer,the geotextile installer shall replac" tt" g#otile at his own cost-
B' The geotextile shall be installed to the lines and grades as shown on the contractdrawings and as described herein.
c' The geotextile shall be rolled dg* the slope in such a manner as to continuouslykeep the geotextile in tensr.on by self *"i'i,. The geotextile shall be securely
ftrlnT in an anchor rrench *her" uppu"f;i", ". bv;th;;rpp-""0 or specified
D' In the presence of wind, all geotextiles shall be weighted by sandbags or approvedequivalent' Such anchors shall be installed during pracement and shall remain inplace until replaced with cover material.
-
The geotextile installer shail take necessary precautions to prevent damage toadjacent or underrfng materiats auring ptu"r*"ni oi rrr" geotextle. Shourddamage to such material occur au" io tne aurt "irrr" g""rextile installer, the latter
*J][:l'r the damaged materiut, ut his own "ori uiJ,o the satisfaction of the
During placement of the geotextile, care shall be taken not to entrap soil, stones orexcessive moisfure that courd hamper subsequent seaming of the geotextile.
The geotextile shall not be exposed to precipitation prior to being instalred andshall not be exposed to direct ;, i,gh; roi mo." tr,* r!'a"uv, after instalration.
The geotextile shalr be seamed using heat seaming or stitching methods asrecommended by the manufacturer *a-.uppror.Juy^te"Engineer. Sewn searmsshall be made using polymeric irn*a *itt, "n#i"ai ,".irtunce equal to orexceeding that of the geoiext,e. ani ,"*, seams sha, be continuous. Seamsshall be oriented down ,rop". p".p"Ji".rrar.to grading contours unress otherwise
trffil"*r.".Hl fl ;r"ff
,re, r".i ", *"raing ;"hni-q,]1, .""o*.nended by the
The geotextile instarer shalr not use heavy equipment to traffic above thegeotextile without approved protection.
J' The geotextile shall be covered as soon as possible after installation and approval.rnstalred geotext,e sha, not b" r"ft;;;;"d fo. -"* ,i* l! aurr.K'
ffi:::fl#ffit"Iigeotextile shall be caretuuv placed to avoid wrinkting or
4.3 SME FACILITIES AND CLEANUP
A'
Hifft "T:Xffi"bv
methods required to prevent cave-in or roose sol from
B'
i::X'-:"ttom of excavations and soil adjacent to and beneath foundation from
c' Geotextile installer shall keep the area in which he is working clean of all debris.[Jpon leaving any area.aftei compbil",
"r work, the geotExt,e instarer sharlffi;:.Tfir:T,oJi1':* atr ruLuish and unused #;;;. except materiars
PART5_QUALITYCONTROL
5' 1 Before award, the geotextile installer shall submit euality control procedures.
END
E.
F.
G,
H.
-
H
CONSTRUCTION SPECIFICATION
SPECIFICATION O31OO
CONCRBTE FORMWORK
nL-/
PART I - GENERAL
1.I SECTION INCLUDES
A' Formwork for cast-in-place concrete, with shoring bracing and anchorageB. Openings for other work
C. Form accessories
D. Form skipping
1.2 REFERENCESPECIFICATIONS
A. Specification}32}O ConcreteReinforcement
B. Specification 03300 Cast_in_place Concrete
1.3 REFERENCESTANDARDS
iilljgfltpecification for Torerances for concrete construction and
Guide to Formwork for Concrete
Specifi cations for Structural Concrete
D. ASTM ,4.36 Structural euality Steel
QUALMY ASSURANCE
A. Qualifications
1' Fmp-loypersonnel skilled and experienced in the consfuuction of formworkrn relation to the surface firirh;;'q;;;;##'*o the safety aspects.B. Design
1' Design the formwork to, support Ioads and maintain the required shape,I ines and d im ens i o ns o r th"To'r"".";ffii#:p eci fi ed to I erances.
2' Design' engineer and construct formwork, shoring and bracing to conformff:*:XH*ents; result;i;;;;;;i6 *rror* to requirel shape, rine
3. Design in accordance with ACl347.
A" ACI II7
B. ACI347
C. ACI3Ol
1"4
-
1.5
Allowable Tolerances
f,t :L1"y,l""1.11"
Drawings, and where not shown on the Drawings, as in Acr
The tolerances appry to the compreted concrete"
PRODUCT, DELTVERY, STORAGE AND HANDLINGA'
iJ?fi,fiHf5,fr?';## neat pites supported and protected to prevenr warping,
PART 2 - PRODUCTS
2.1 MATERIALS
A. Plywood
l.
I
ff:"#fl?gf"""oilfjg..:j,l#ffi,H,g#:jif.of adhesive and having
Lumber
Grade marked r"'gg, pine or fir in accordance with ACI speciarpublication No' 4 ir"oiig"*iJr."brli1r" rumber is grade marked.
Grades suitable fora""o.ainc";'d ffi *; ;:3,"#H; :fl i";."._ix!, : " " o f m emb ers and in
Form Screws
1. Sizes to suit formwork design and shop drawings.
Fibre Forms
1' water resistant fubes of war thickness- and construction to contain thepl asti c concrete wiflroui Lu"[iin! o. breaking:
Sonofube by Sonoco Inc.
Preform Tube byRichmond Screw Anchor Co.
Strucfural Steel Shapes, plate and Bar
I. In accordance with ASTM ,4.36.
Form Releasing Agent
l. Non-staining compound- nnrpreventing ;0n"""#'r"Ho;o,lL'",.,n]'ng* to the conctete, effective in
m*** lon"."t" s urraces- ; ;;, lB, lffi ; il,f"If# gs
- ;$, ";ffi
a. Sealtight_Duogard by W.R. Meadows
b. Rich_Cote by fuchmond Screw Anchor Co"
2' If concrete is to remain exposed, use the same form releasing agent for allapplications.
2.2 FORMWORK ACCESSORIES
A-
Sfffitl":#f;.shall be lumber, polvvinvl chtoride or neoprene of the size shown
B. Na,ing strips shalr be pressure treated wood.
c' Form ties sha, be combination tie-and-sDrearer r,ne r,i+,, .39i9p;;;;;.;;;eetr,ainoffi i-;i#Ti,trf il*ffi IH;T,:##HJ,,torTt at" ttmovei *a t. oii*#.lrg..h ;iil'il";;'u"l"pr"rrion large than7/8 rnah diameter in the concrere surface. wi;; ii;ffi;;l. permitted.D' For treated.formwork surfaces- materials-rxed as a parting agent shall be non-staining rust preventivemineral ;iL.-Tdr"orrt of ,riuE.iui,rr"a shar be kept toa mrnrmum and anv that adhere. to r"i"ilr"-g.i"a riraT'iJ r.-or"d. when theff fljil",iffi f mU"rru:;;;;ffi ri*ir,"""i;;:ffi *ingagent.r,uiru"
E' waterstops shall be P{Q cgnler bulb t1pe. width.to be 4 inch for srabs and walrsg inch tick or less and g -.h f".;db" #;*ars 9 inch thick or more.
PART 3 - EXECUTION
3.I EXAMINATION
A' ytrtl:i:';J:'""*,tr$;Hfi:.o"rore proceeding with rormwork. Ensure that
B' Prior to commencing installation, thorougtrly gxamiqe other work upon which thiswork is dependent " n"p"J a"ri;;;;;;.%iscovered *J p.opore a_djusknents tothe Engineer and obtain riin";-;;'tnilr",il, before proceeding.3.2 EARTH FORMS
A' Earth cuts shall not be used as fooo, fbr,verticar surfaces unress approved bv*ffi;1,",fif*Ug;H}:d; :#:,'J #i u"n"* ;ilffi"ib#,, n,,,ove roosl
3.3 INSTALLATION
A'
8?f,tlfir"j,
formwork and falsework in accordance with ACI 34T and the
B'
H:,*fl::jdil::"' formwork in contact with concrete, unless the Drawings
-
C.ln areas where coating of concrete is shown on Drawings, use crean, o, andff ffi ff i*tl;"Hl*ffi Ht";:::::h::;[";;#'"uxjn"."t"surraceszuitabr"
Construct connectit"rt,;ffi p;il;i:#,',"':"1ffi :ffi'J,1H::?l;f .ff 1#i,,H?.I;,,Tijl;i!.,i*,
Ensure deflection and deformation under.l^oap are minimal but allowed for so thatthe compteted concret" t, ;id;;irffi"in"d tolerances.
Make formwork for beams and slabs so that the forms for the sides of the beamsand for the soffirs or rru-u. "d ffiHorr.a *itrroui^jirirruirg the forms for thebeam bottoms or the prop-s under the-Leam uottoms]';il# support verticar props;:#i,?Ifl H*'fl *lffi,f :m;;1Ut"fg#,:-#Xl,'';;;e.;,i,rir.i#1,|aa
D.
E.
3.4
3.5
F.
G.
E?#if"":ff,1#,'ffff :#,ff
"::"ffi *r"andforinspectionwithintheformwork.
H' Tighten forms to crose a, joints- Align and secure joints to avoid offsets.
' fi:Bri.,,f;Jyrir, iffi;.:: *" external corners orarr concrete except where
WOOD FORMWORK
A' use Plrwood 91 oft:t.approved panel for formwork throughout except where"b o ardm arked con cret e, A'r6;;;"ffi;ilbr:"#!r.
APPLICATION _ FORM RELEASE AGENT
A'
*:3ll*ffir,l"rli.*" agent on formwork in accordance with manufacturer,s
B'
,f|*ll prior to placement of reinforcing steel, anchoring devices, and embedded
c' Do not apply form release agent where concrete surfaces wilr receive speciarfinishes or applied coatings *f;i"n *" urr"",Jlr r**,. Soak inside surfaces ofxr"::,:l forms with clean warer. Keep surfacls coated prior to pracement of
D' Apply form releasing agent to faces of formwork in contact with concrete.E'
Iir"fJ"T:[.is to remain exposed, use the same form rereasing agenr for arl
-
INSERTS, EMBEDDED PARTS, AND OPENINGS
A'
il::ff }ffi|#enings where required for items to be embedded in or passing
B' Locate and set in place items which will be cast directly into concrete.
c' Insta, waterstops continuous without dispracing reinforcement.
D' Provide temporary ports or openings in formwork where required to facilitate
ffHtr#ilinspection' Locate openings at bottom of forms to ailow flushing
E' close temporary- openings with tight.fitting panels, flush with inside face of*HLJa neatrv fittJro ;oi"t" w,r noi t" upp*"rt in exposed concrete
FORM CLEANING
A' Crean and remove foreign matter within forms as erection proceeds.B' clean formed cavities of debris prior to pracing concrete.
c' Flush with water or use compressed air to remove remaining foreign matter.Ensure that water and debris a.ii, i" *t*or through crean_out ports.D' During,cold weather, remove ice and snow from within forms- Do not use de-icing salts or water to clean out ro.m, u.rr""r, rormwo,k unJ"or"r.t" conskuction
ffi;tflf|T a heated enclosure' ut"
"o-p."ssed air or other means to remove
3.8 FoRIvtwoRKTOLERANCES
A' construct formwork to maintain torerances required by AcI r r 7.3.9 FrELD QUALTTY CONTROL
A' Inspect erected formwork, shoring, and bracing to ensure that work is in:tr;J.ffi:,:Jl f#ffi: design, #a ,r," supports, fastenings, wedges, ties, and
B'
ffHtJ#::f"f.1*o't is not permitted unless prior approvar has been obtained
3.IO FORM REMOVAL
A 3#?i,:ff;"&?::ififfiil:::: """"'ete has gained surncient srrength ro
3.6
3.7
H
B.Loosen forms carefury. Do not wedge pry bars, hammers, or tools againstfinished concrete surfaces ,"t
"aut"a fo", "*por*e to view.
store removed forms in manner that surfaces to be in contact with &esh concretewill not be damaged. Discard AurnugJfo.rnr.
Minimum Strip time (Days)
Beams sides, walls and unloaded columns 2
'7
14
C.
D.
Slabs with props left underneath
Beam soffits with props Ieft underneath
Removal ofprops under slabs
Removal of props under beams
E.
F.
Reshoring for the purpose of early form removar shalr be performed so that at notime will Iarge areas oln"* ""nr,;;;;n b" ,"quir"a m ffio.t their own weight.
In cold weather (ambient ress than 40"F); minimum stripping times are to bemcreased by 100% unress otherwise approved by the Engineer.
END
H
-
CONSTRUCTION SPE CIFICATION
SPECIFICATION O32OO
CONCRETE REINFORCEMENT
PART I - GENERAL
I.I SECTION INCLIIDES
A' Reinforcing steel bars, wire fabric and accessories for cast-in-prace concrete.1.2 RELATED SECTIONS
A. Specification 03100 _ Concrete Formwork
B. Specification 03300 _ Cast_in_place ConcreteI.3 REFERENCES
A. ACI 3OI
B. ACI318
C. ACI SP-66
D. ANSTASTM A82
E. ANSTASTM A184
F. ANSTASTM AI85
G. ANSTASTM A496
H. ANSYASTM A4g7
I. ANSYAWS Dl.4
J. ASTM 4.615
K. ASTM A7O4
L. ASTM A706
M. ASTM /i996
N. CRSI
Structural Concrete fbr buildings
Building Code Requirements for Reinforced Concrete
American Concrete Institute _ Detailing Manual
Steel Wire, plain, for Concrete Reinforcernent
flfltf" Deformed Steet Bar Mars for Concrete
Steel Welded Wire Reinforcernent, plain, for Concrete
Steel Defonned, Wire for Concrete Reinforcement
Steel Welded Wire Reinforcement, Deformed, for Concrete
Structural Welding Code _ Reinforcing Steel
R;,f#;[# phin carbon steer Bars for concrete
trlff";},trl plain Bar or Rod Mats for concrete
H,I;}J::il;}lro Deformed and prain Bars for concrete
ft:ilf,,r:L#f Axle_Steer Deformed Bars for concrete
Concrete Reinforcing Steel Institute Manual of practice
t.4 SUBMITTALS
A' submit to E-ngineer rwo (2) copies of a, erection,::*lpp dTrlingg indicatingbar sizes' 'soalings, to"utiJnr-,"*a q"*ii,r"i"ol'r"rnfbrcing steer. 'In addition,B:::f,r*f", y,n d,.r, J,j'"'i, ;;;,, ";iil;;;; J;,, * and sp ac i n g d evi ces s h ar r
B'
*jl;ri:: drawings submitted unchecked or wfthour erection drawings shail be
c' All final' T. tbl:lted, erectiol Td_ shop drawings, stamped ..certified forconstruction", shar il;;rii; b"tr, tt" ers,,I""i J#a the site as forows;1' Engineer - Two (2) copies each, of alr erection and shop drawings"2' Site - o1e (1) cD, Autoc Ap, 2002, or newer, format, containing a,ffi*ffi, orawings and- rwo rzl "lpii.""*il "r "rl-^".*ti#"Ld ,hopD jt"ttf#x#,x?:?J3lr'#:,;Hftm*:x,tg rhat the materiars derivered to the
QUALITY ASSURANCE
A' perfomr work in accordance with AcI 301 and ACI 3r g.B ff:11l:ffi;t'.fslJ"ti,"#'##l:ffi*o praced in accordance wirh the
c' Maintain one copy of each contract document including applicable codes on site.D. provide Engineer with acces
tr,1ti;ffi :tffi :i"x,ttrF"H#l#H"J,Hl:iHL:r*T,xf.",,Hx":T,t#,,
COORDINATION
A' coordinate--scheduling, submittals and work of the various sections of,'ffi:iB?l,:H, ::,,ffiH";:tfi:xt ;;' "#H[ sequence or insraration orB
;fl[f'*.:'L'dfftJ"fiHffi:tHfl;:,Ji3*:l*::.,*n*icar or erectricar work
c' coordinate with pracement of formwork, formed openings and other work.
1.5
1.6
-
3.2
PART 2 - PRODUCTS
2,1 REINFORCEMENT
A
ffi',1?J[?:*'iffiL##.*,4?,ro,fiX"..u0, derormed, ror #4or rarger bars.
B' Reinforcement steer: ASTM 4615, Grade 40, for # 3 0rsmarer.C. Welded Steel Wire Fab .
2.2 ACcEssoRy MATERIAL'
ASTM AI85, ptain [pe.
A. Chairs, bolsters, bar st,,pport
"r;;i;r.;,;;":l,rfl,l;1,i1 lliX?ii; ilk"l,llt #ff[T,:d ror streneth and
B' special chairs' uolstei-.9ar supports, sp-acers. adjacent to weather exposedconcrete surfaces: use prastic "";tff;;i, ifr" *a shape as requrred.PART 3 - EXECUTION
3.I FABRICATION
A' xtffT concrete reinforcing in accordance with cRsI Manual of practice andB
ffi*:::*tl,t*.::Ln,:"i3:s..xHxl,*.1ffi3"5ixn,,", approvar rf
C. Locate reinforcing splices not indicarcrt ^- ,{_^-__.neview-locutio, o-rrliG iliifi|]Tlr"jrcn drawings at point of minimum stress.
D. AII bars :lill, be, bent cold to conform accuradrawings and shail u" ri,iti'urv tagged for fierd id#f#,}'*.the approved pracingE'
8"'ff"lffi#ff l"-ffi:li:'"1Jg conform with pracement drawings they sharr not
MARKINGS
_uvu, rE_uE,r or heated without the apirovrf "Itfoir;fi:Ji
A'
.h'*,0H11,"":1J:ill?TffiH!:1il be tagged with a mark number which sharr beB'
IH.:ill#HI tr.?,1ffi:ilH,drawings shail be hardstamped on tags, with tags
C. A lot sy-steTr by structur e/area
:mr.#:.1ih*rm"ru"'H:ff ;Tlltt?itff ,,1'":,"#?t;,ffii,,ft
D'
r;ff"ntH:l?1ix3,H1;[r review his proposed rot and marking system prior
H
3.3
D.
E.
F.
G.
H.
J.
K.
3.4
DELIVERY AND STORAGE
A' All reinforcement shall be deliv-ered from the Manufacfurer or bending yard to site#if; ,fif [#:lf:H:**iS:lX ff:[1l# l1 #,T", .i," *i';;r1 accordance
B. The Contr,r,",,"-"iiii,llr"Tll,ffi *f i*T.ffi mJ?Ji"",l#ifJilr"rreinrorcementandC. Reinforcement shall be stored clear of the ground.D f,il;Jlilii".:"fi::f.'lfi,ill;jlll,:" as rormed and rree or twists and from
PLACEMENT
A. Reinforcem
1;1#ffi #dltr#i$::*lT*#T*xo.?itLt'LI"-":ffi r'*,J1xf; "::ac"esio.ies vr w,urtrLe Dy wlnng, spacers, chairs .; ;td; approved
B' Reinforcemlnl.^Qt slabs. (including welded wire fabri.c) shall be securely;:ffili: s,,:f,'Ji,T,llil'*'l' tr,; ""*Lirpo;,i1o, * .r,6*n'1, tfr" o.u*ingi
C.tY""l*S"ftrff;'jfl*:,lflo"d 2 tull meshes and the raps sharr be paraler to
?e:#,i#tffijff]uding warr steer sha, be wired together at not ress than
when placing reinforcement, the contractor shail provi de,.,athis o-wn expense, allil?T:1Y"Ht-:ii?"",?,H; *er;uis". bars to ililil'the reinrorcing bars and
Bar supports shall be in confonnance with the CRSI Manual of standard practice.
3]il.l!ft*1i,i bar supports shall be used on ar concrete surfaces which are
"'"T"1:l:"flm:
bar supports or precast concrete blocks shar be used for
ffi:,:il3i,;: i:hir:n-,,y,T,,'fflLt*te-duinto the concrete and on no account
Reinforcement spric^es^ sha, be clu:r. .F sprices in accordance with therequrrements of ACI 3 l g, anJwitt tf,f i"ruif , ,fri*n ", Th" a.u*irgr.
In splices, the bars shall be in contact and tied together.
H
3.5
L'
Efl["""i"il"ll onlv be made where indicted on the drawings, or as approved by the
M. Welding of reinforcement shall not be permitted, rEngineei*arr,uriJ"'.ii"Hr'i"u"99,ir*"";A"fir:?:;lli,*n*:i"J*:[*iyi:# code - R"ilr".;i;g Steer- (Afrs 'iji.+l
"r id-A*;"I}, w"rai*
N' Immediately prior to concrete placement, all loose rust, oil, paint, dried mortar,fffi:'n,Ht oth; rb;;-i;-.1ru't*""" ;iiJ#il bond shirr be cieaned off
REINFORCEMENT COVER
A' y#ftt,*ncrete cover around reinforcing as follows unless noted otherwise on
Itern
Placed against and permanently exposed to earth
Exposed to earth or weather:
#6 Bars and Larser
#5 Bars and Smiller
Not exposed to weather or in contact with the groundSIab, walls and joists
#14 and#lg Bars
#l I Bars and Smaller
Beams, Girders, and Columns (primary reinforcernent,ties, stimrps, spirals)
TOLERANCES
A. Maintain tolerances required byACI I17.
Cover
3 inch
2 inch
l-1/2 inch
l-l/2 inch
3/4 inch
l-l/2 nch
3.6
END
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CONS TRUCTION SPE CIFICATI ON
SPECIFICATION O33OO
CAST-IN PLACE CONCRETE
o
o
LI
PART I - GENERAL
1.1 SECTION INCLUDES
A'
ffi: *tling and inrr?l^11r_o,r, of concrete and rerated work for ar skuctures
w*'.dxmrf s#il,i{r,d;$;ar**,i:iffi,li}.'H#;H""
1.2 RELATED SECTIONS -J qrv LrrElrtrcr ln wntl
A. Specification 03100 _ Concrete FormworkB. Specificatio n 03200_ Concrete ReinforcementI.3 REFERENCES
A. ACI30l Skuctural Concrete for BuildingsB' ACr 302 Guide for concrete Floor and srab constructionc' ACr3o4
ffi::#Measurins Mixing Tra,sportins and placing
D. ACI3O5
h. AcI306
F. ACI3O8
G. ACI3O9
H. ACI318
I. ANSTASTM D994
J. ANSTASTM
D17sl
K. ANSTASTM
D17s2
ASTM C31
ASTM C33
Hot Weather Concreting
Cold Weather Concreting
Standard practice for Curing Concrete
Guide for Consolidation of Concrete
Building Code Requirements for Reinforced Concrete
i;8"""0 Expansion Joint Filler for Concrete (Bituminous
iffii:ffit1:,:i"dil*xntf ffi 'ffJ,svingand
l[?m*'i*tg:,*l*"".1T.:,t#iJ;,ffJ,"fr
ctura,
Mixing and Curing Concrete Test Specimens in the Field
Concrete Aggregates
L.
M.
Standard Test Method for Compressive Strength ofcyt indricat Concrete Sp;;;;;I. """
Ready-Mixed Concrete
Test Method for,c; .'il'*#i ffJlfJ"j ;il:: lTH sl#,S;::lli * oPortland Cement
Sheet Materials for Curing Concrete
Standard practice for Sampling Freshly Mixed Concrete
Air-Entraining Admixtures for Concrete
Lightweight Aggregates for Structural Concrete
Chemicals Admixhres for Concrete
$gif,J**#d Raw or carcinated Natural pozzotan for
,Ltandard Test Methodlly"tr1g, Accelerated Curing, andI es tmg con crete co, np."r, i on*fEi i s"iJ", * "n.
A' Submitunderprovisionofspecification
o32(L,concreteReinforcement.1.5 PROJECT RECORD DOCUMENTS
A'
[iHi:"*ate, up-to-date records of the concrete work (see items r, 2,3,4,and 5
l. Sho_w details of each concrete pour on
ffitHJrwithconstru"ti;; jJiffi ,ilI#jtirr"l;,gfl,,itf [,]*
2. Note the quantities and class of concret,
uuu urass or concrete for each section poured.J' Keep available to *^Ilq:tl1re-cord,of concrete.test resurts obtained inffi $T,::,Xlt;lm"g:f**itffi scompressi,",Li,enatTdays
4. Submit copies of alltest being completed.test
certificates to the Engineer within 7 daysof the5.
ffi*Xltr";:J#"ftHllJ""::*:,. of embedded utiriries and components
1.4
N. ASTM C39
O. ASTM C94
P. ASTM CIO9
O. ASTM C15O
R. ASTM C|7I
S. ASTM C172
T. ASTM C26O
U. ASTM C33O
V. ASTM C4g4
W. ASTM C618
X. ASTM C684
SUBMITTALS
1,6 QUALIry ASSURANCE
A. perform Work in accordance with ACI30l.B' Maintain one copy of contract documents incruding appricabre codes, on site.c' Acquire cement and aggregate from same so,rce for a, work.D' conform to AcI305 when concreting during hot weather.E' conform to ACI306 when concreting during cord weather.1.7 COORDINATION
A. Coo
spec**.itiihdiiil#;#Hff hfll.Ti,rrJ[rHJ#i::;:."*;l
PART 2 - PRODUCTS
2.1 CONCRETE MATERTALS
A' cement: AsrM c150, Tpe II. Blended cement sha, not be used.B. Fine and Coarse Aggregates: ASTM C33.C. Water: Clean and not detrimental to concrete.
ADMIKT{.IRES
A. AirEntrainingAdmixture: ASTM C260.B
mH'ff#Jtri;;';mf;',:lgi,,"es/admixtures shar be at the discretion or
AccEssoRIEs
vr'v wrl, nts wntten approval'
A' f,:T#if"fffiilf use shall be at the discretion of the Engineer and onry with
JOINT DE\4CES AND FILLER MATERTALSA'
i:,',1!t1f';"il1Tilf:1,ffi,t111,,^fi:,hs,r indicated, rigid cane nbreboard orimpregnateaortarbaJJr'5,ii"t'irffiT:l;J:i:,i:x,#j j;B;;;:'olTir,B'
#:li::'#ill,ul'iJffHnking porvsurnde or pory,rethane, serr-reverring
)')
2.3
2.4
2.5 CONCRETE MIX
A. Mix concrete in accordance with ACI304.
B. Deliver concrete in accordance with ASTM C94.
c' Delivery-of concrete from distan-t batch prantllha! be done on an advisory basis.Anv ready-mixed
"ont'"t" ,"ip[;JJ*irffir'io minutes ortne initiar addiiion ofwater may be reiected bv the dgi;;;r-'&;;"te derivery shal be constant durinsa scheduled poui' Anvintemrptlonr t.i a"i*".y may resurt in reiection bv the3ff#:: of inv putt of it'e concrete and itsrem.vaicarried ori li'tt
" contractor,s
D. provide concrete with the following properties:
Min" 2g Day
Usagg ComPressiveStrength Slump
Reinforced and plai
F;r,i,s;, F;;Jjr'' 4ooo Psi 2 - 4 inches
Walls, Columns and
Beams
Thin Structural slabs
Slabs on Grade
Lean Mix Concrete*
4000 psi 2 - 4 inches 3/4 inch
MaximumSize AirAggregate ErllL.
3/4inch 3-S%
3_s%
3-5yo
s _7%
3-s%
used for
4000psi I-3inches 3/4inch
4000psi l-4inches linch
1500psi l-4inches linch* Lean mix concrete,as approved by the Engineer may bestructuralbackfi llandarouiid-L,riia'prp"work.
E. Use accelerating admixtures in cold weatheuseoradmixffi ffi;unot,eiaxcilffi il"Sty#ffirfi1]#J,L:eEngineer-
F' use carcium chroride onry when approved by the Engineer.G'
H;;t""-"i:t*oing admixtures during hot weather only when approved by the
H. Add air entraining agent
extenor as approveo uv,i?t|ffi:#."ght concrete mix for work exposed to
PART 3 - EXECUTION
3.I EXAMINATION
A' verifu site conditions - all excavation for foundations shall be true to line andrever and sha, confo.* t tr," a;;;;;; u"r'.ho*n o, trre o.awings.
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3.2
3.3
B' verifo requirements for concrete cover over reinforcement.c' verify'h'l:i:tgtsl s,eaq, plates, rgipforcemenr and orher"items to be cast into;i#:l?:ffi::"",::ratetv pr'aied, p;;iri;;;;;;'"il, *a *iii-*t i-u,ii'r,u.a,hip in
PREPARATION
A' Prepare previo,usrypraced
"or"_y:_b_y creaning with steer,rush and apprying pre_approved bonding agent in u""o.aarie with m?nufacturer,s instructions.B' In locations where.new concrete is dowelled to existing-work, drill holes inexisting concrete, irr".t .i"Ji i"*.r. *J ;;k ;ii[ with non_shdnk grout.JOINTING OF CONCRETE
A' A control joilt pl-an shall be prepared by the contractor for each area and shalr beapproved bv the n"gi""". priiri" irr" "6--#iHll, of work in that area.B'
ffi:x;:*g of control joints in walls and stabs shall not exceed 25 feetmaximum
Recesses for contror joint searan,. ,ll1j:.rccuratery formed and fired with rhesealant nominated *i *r"-a."*ilgrin .tri"t u""o.d#""-wrth the manufacturer,srecommendarions_. If curing co-?"rro, r,;ill;ffi::Jon
"on"rete anycompound firm on concrete"fa"rr'*il"." u searant bond is required shar.be:I",T:f"Sei**iiii:trff, t#;1ff""Jffi trb"#ertoprovide"rri,r,",r,
ffi,:a;;i"trxntJ?ff ;:J#T":T,It:co,noltor,t"Conrra*orsha,
E:Ti:;"*tr,"*o.r,*d"ir.;;il;;"fi:irX"#"*!"j:ilff;ff ,iil:i:"#fiif; Jn",
construction ioints in slabs sha, be positioned at the discrsuch that the maximr* ;;";;;;; il *.{"ne time r, r";;"rjiil fffir*n"",rectangurar in pran where p;Jr;fr;;; *i*.ro ffi;",""r.; than 3 times the other.Construction joints shall b:.fo*".d by inserting a temporarooardagainsrwhichconc_retecanbei.op"rrffi
;;Ldfi#J;iir,Xr".l:rrf.T,?",:lffif ii#jT,?ll,1H;1i*iHi#iffit;",:ffi ifl :,lxposededgeto",,u."u
Exposed faces ofalpronerry"r;;##l{l#tlel:13[f.*;ffii:T5I:JL?:,""Tff
::..3i';:tor wire brushing * *""r,un,9g il;;dtty "rii6'i;;; .rh"* rhe tips of the "o*."
aggregate- If this is not p"*iui",iir""#Lr.io* nb*-rrrrrl't-" ourt harnmered and."i:?i:3##J:',rm;t5:f11*:,:,,,xstnewworkagainsrneinroi;;;;;1"'
C.
D.
E.
F.
G.
H
3.4
H' Immediately prigr to casti'g new. concrete, the exposed face of existing concreteshall be satr:Iited *itr, wail"::1.^i:{I;g:ffiiirdition with no rre" wat". onl!:"'ffi",?"ffi [ j]"Jfl ,f,
iug",,ti,'u.1il;Ir":"beatmentsharf t"
I'
ryo;flHH'#t,,":11.ffi1:Te members in non-acid areas as specified on the
::ff fl'Hl#d##rrtr#ig*ffi r"1"r*,*l'#rid*xt*r+,'
r'
ffffiH#ffiti:"3|1rffi;,H"^:39.b"... in acid areas as specified on the."uri"g-,yJ"*r,u;;#;;ii"f;;t{::"*,:1,ff #:"i?_$t"**mij::l,jf ,are to be seated to a deptti6i i)1irr:ito;fi# iE in"nin width, u,id to u*:lf,H#If.S,:ll,i[gi*i*sgr"atJitr,an'iizi,r,inwidih.rr,";oi,t
tr*Tffeg*Tg:ffi*,i#;:lnfiHil:lH ;lxffi: ffi ieiil
PLACING CONCRETE
A. Place concrete in accordance with ACI304.
B,No concrete pracement shalr corlmence uTt! 4lnecessary equipment andfrT,1;,"JffHffi:T:", "o*pu"Io", *Jn";;'i;;
"iT., thb rircation oith, po,,,
#ifri*,i[-,i::l$::Ti#ffi #,fi ifisiill?;tl,,j#madeavai,ab,eror,and
ffi ,:",lrffi'J.**il:tffiHTi#,;;iX,lm:*:,:etotheEngineerand
Approval by the Engineer shall not relieve the contractor of responsibility for the
H:ffi#TffiTtrit#iTi; embrdded parts, formed joint nlrers are not
Moisten subgrade prior to pracing concrete directry on subgrade.
Consolidate concrete in accordance with ACI30g.
:p?#:;:Iiiiltrffiff-ym vertical surfaces with t/2inch thick joint fiiler as
.1ffi:31"*t firer from bottom of slab to within 3/4 inchberow finished srab
Place floors in a checkerboard pattern.
ir?'fi:f,rr"iit3,l'"os on grade revel, maintaining surface fiatness of maximunr
C.
D.
E.
F.
G.
H.
L
J.
K.
L"
M. No concrete shall be placed on frozen ground.3.5 HOT AND COLD WEATHER CONCRETING
A' Hot weather concretingpracticesshall bein accordance with ACI 305. coldweather concreting praciices rilGi;;cordance with AcI 3 06.B. The Contractor shall szuransements ror the rll#t Hii:*1?"?eer's approvat, details orproposedsurrornding";;;;;i;;"u.slin&;'.";"i;#[T*iJffir,""?tu.;#th:""i;
C. The temperature of the
*H,b#;il;:;ffi fi:,:H;:"nTr,"i",.;fi ."{i"ii#y"fi l#,::TJrTl$ffiil:
D'
ffi:T::temperatures
shall be recorded ar the time ofplacing, as directed by the
E' Forpracement of concrete in ambient t"mp?.tP]es below 4roF,adequatefi1'{lj:t{*:[:;un:5:*i*h**#**"r;ffi"itf
".u".ing,72 hours afte, placing.'^t>
!v ur4urLa'r a rllrll1illum concrete temperafurt"of Sg.F fo,
F. Forplacement of concreshariensurea,;-d;ffi r1",11,ffi3,#ff ?ffiiffi ;TiHi,x,"ff#trff "#;the concrete is adequaieiv gr{"q, i*ilr;#,fog gnravs, arrd th"r, water cured for14 davs- rncipienr nr""tii,r,.i+#;;'Jdilr],, r, removed by revibration orreworkrng of the surface up to tt "-tiriJilirii,rur r"r.3.6 CONSOLIDATION OF CONCRETE
A'
#ii*:Tf:t;ffr*:ll be consoridated bv vibration to a pran and in a mannerB'
ffiffll#;ii1l,?-r:i,:t;9f tm9m3ss less than 6inches, intemar or extemar
l;x:ffi Tlf,*fi Iiffi i"I;"#diflTHn#*h*liffi ,']#"'.;".T*,
c'
*fi##*":"?::"ilal vibrators mavbe supptemented by externar form vibrators orD' #j;ffilXffiffil3'f:flP*to the requirements in the rnternat vibrators for
Internal Vibrators for Various Applications Table
_.Minimum Frequency
Vibrations per l\tinute *Diarneter Rate of placing per
Vibratorg
9,000
3/4 - t-t/2 inch t - 5 yd3llr
1-1/4 -2 t/2 inch ,-rot*
6 - 20 yd3/hr
8,000 2 - 3-t/2 inch
7,000 **3-6inch 15 - 40 yd3/hr
6,000 **5-7inch 25 - 50 yd3lhr*While immersed in concrete.
** These vibrators are recommended for use with row srump concretecontaining maximum,i;;Ag;;#of .nor" than I _tDinches.E' i,?H,[g:ffi: Iess than 6 inches mav be consoridated by means of approvedF
I?t'ffilJ,I"il?:ilihT|,:tff#;J:111tf,,l#i,T*?1;r,*sood working order at
3.7 CONCRETE FINISHING
A. General
1' The classes of finish an{ lhe requirements for finishing of concrete;ffiir";r"all be ut tp""inJl"'rlriJl'i,u.ection o. *-ir?i"uted on the
2' surface irregularities are classified as "abrupt- or..gradual.,, offsets::T:d by disptaced
". *i.pf""ilHrlse.ctions, or bil;;'" k ;i;ir-r;, il',ffiffi"-r""*ll# tr*ffi;".#1,f;;"H',',leredas'il6ildi#'ti",,*J*riii""H[ourdirect
3' All other irregularities will be conside."!q g?dyl irregularities, and willbe tested by use of a temflat", ;;;;r,i"g or a straightedge or theequivalent thereof for curved ;r;fh;;."4 ffiilfftr1,li,H:Tlf,ltril#ffi*:: rortestingorrormed surraces and
B. Formed Surfaces
1' The classes of finish for formed concrete surfaces are designated by use of;#f:,r Fr, F2, F3 and e+ r"i ,t#a"r?'finirh". and BFf6r the speciar
H
2' No sack rubbing or sandblasting will be required on formed surfaces.3'
il:,H:f.':f H','l|! f"rJ:#J:rormed surraces, other rhan that necessary
4' The repair of defective co-ncrete and filling of h.o_les Ieft by the removal oftasteners from the
"na, orti.,oar';i'il;-.;;#^Ji ffi; l,rru, u"required for all classes of nnish.-"
*^rs Lrl
C. Classes of Formed Surface Finishes
1' Finish FI" applies to formed surfaces upon or against which fill material orconcrete is to be praced.. Th";;;;;JiJqrrr" no treatmenr after formretnot'al except for repair of defeciive "in"."t" and fillingtit ot", Ieft bvthe removal orasteners fr"- th;";,dr
"'rti" i"a.;'iil:i.,;:,cifi.ed curing.#ffii}tr",i:HiT,H*'#X,ffiir'u"i"ii,i.ii#'ol[l".,io,,sonry
2' Finish F2 applies to all formed surfaces no.t permanently concealed by fillmateriar or concrere. or not a"r,s,"rJlr'irrJiri-..ri*.il*ri"l,ir,"dule,
onthe drawings, or in tilese specifiai;;; receire-rini;il;;Fi F3 orF4, orSpecial Finish BFT' SurFjce-i.i"giii#tiJr rrrar not exceed riq inchforab rup t irregur ari ti er ; J i /, ;il-d;Hfi ar i rregu r ari ti es.3' Finis,4 F3 appries to formed.su.rfaces, the appearance of which isconsidered by the Engrneer to b" ;f";p;ir importance, su"h-as surfaces ofstructures prominentii expos ed to p u6r i " I"p"ttion. SL.iu"" io"g.rr ariti essha, not eiceed t / 4 inch ry;sil;i#"#rr;,i;;;ii/8 ;:i ror abruptffi#Iffi'*i elcept tha;;t"sffi;;;i;'i;"' wil not be permitted at
4' Finish F4 applies to formed surfaces for which accurate alignment andevenness of surface -" orp*u*iun,'iril;'i.*""-fi;; rd$ffipoint ofsetting equipment and maintenance of sfi"in"a "r"rr*"".. fril*p,irregularities shail ";;;*;; vri;;h ivoii.r"g.,r*ties paraler to thedirection of flow, *a rzs ir"h-fb.;"g"i*i-'r,", notparailer to the directionof the flow. Graduar ineguraritil, Jt
"ir "IJexceed ,4 nch.s ffir*H#ff"::i,fliiiffrTi:*ffi:ffi:%"t#,"*Ti.*a
form texture finish' "n*""pt r"r il."-6r-"a?"oves, cone hores and the v-shaped fins, surfac" il#l*t*r-rr,"ri'r#&"""a r/4 inchfor gradualrrregur arities and 1 /8,rtr*lF'*,,';;r"*,i"..
A brupt irre[ur aritieswill not be permittea ai
"onst uctron joints.
D. Upper Surface Finishes
l' screeded finish is for surfaces ofroads or offoundation beds, slabs andstrucfurar members to be cover"d by 6;kdll,' .rbr"quent stages ofconstruction, bonded concrete t"ppirg
"; "L;ent mortar beds to receivepavings, and on
"apose; ll*:i$f ;:*;irr,#r,o" a superior finish is notrequired' The finished ooerations shitt cofrsist of reveliing anJ-screeaingthe concrete to p.oJuce a'rnifo.m, fr;;;;;:ged surface,-with surprus
-
::ffiifr?,"jns struck offby a shaight edge immediatety after
2' wood floated finish for surfaces of beds. and slabs to receive masticpavings or block or th",fiid! u"aa"Jl-*#ti.;d;, exposed surfacesor pavings where a hardsmoftr,,i""r tr"*"'rr",i'r.ra.e is not required.Fr oati ng shar r be carri ed il;ft; rh; ;;;l#;uJr,iia
"n "a su ffici entr yand mav be bv hand or;;;i,ir;;". c*",ii"iil"'i."t"i,r,r, the concrete is#:*i##:re thannec;;;;;i;p,"a,"" "-,d# ,,.a"" fiee from
3' steel trowel finish is a hard smoothsteel trowelled finish for surfaces ofconcrete paving^s, tops of waltr,
"ooirrg ua"o;#ffi;ers exposed toweathering, sufr""s oru"a. *a'JfuuJt" ."#". *,iii'ii"*iure sheer, andhte paving bedded in adhesG-L"J seating, ro.i"*rg prates and the rikewhere the metal is in direct "*t""t *itr, ilil;;iJ;?".. trowering sha, notconunence untir the moish,e firm has a1r3nn#"Juiia ir," concrete hashardened sufficiently t. p.*#&""r"ruitXi.Jrrifr il"irg worked to theffif;#"Jm:*,r,!ii u" i"*"i; ;;A;iil;;;*e and reft fr ee
4' Broomed finish ig.a ulusrrea finish for-surfaces ofpavings and slabs wherespecified' It shall q" g"irrr"a ui rp""in"d for smo6tr, ,lt"l trowelledfinish, except tt ilt-qin*?F;.;&"rring shall u" omittea. After themachine trowe,ing-f compleigd, th; r*d";,fu u"'u.*rr"a with a fibrebristle brush or broom a"ro-'r. thJaiiection of traffic.E. Surface Hardeners
r' Hardeners, when required, sharl be as specified on the drawings andffIll#"?,:;1"ffi ffi:i,,1.*,;;til;;;"#;:;;:*.dincewiththe
3.8 CT'RTNG AND PROTECTIONA'
rH*Tffi'tffi"J.5#;ftrh #;;h?#"fif,f:., premature drying, excessivery
B' Maintain concrete with minimalmoisfure loss at lelatively constant temperaturefor a period.r""".rury fo;htffi#;i;;;, and hardening of concrete.C. Cure floor surfaces in accordance with ACI 30g.
D. ponding:
fraintain 100 percent coverage of water over floor slab areascontinuously for 4 days.,
E' spraying: spray water over floor slab areas and maintain wet for 7 days.F' Provided no additional concrete. or finishes have to be applied to the cured
"H::*mlE
mav be bv spraflng;ii;;4il with curing compound directry
-
only curing compgy,lds approved by g: Engineer may be used. srabs must becovered with a membrane'un". tni".rtrirg.
where additionar concrete or non-compatibre finish is required to be applied tothe cured surrace, water.curin; ;il"iii;r ;.*i;,;ffi r;"J1lar b e wrappbd withrmpervious prastic memura,r": ii;;;"r, i, it " rr-;ffi;, the encrosure must becompleterv seared, on ail ria"r, tro,,ffi ;;',r*;.iilii,,r, arong edges.
waterproof paper and prastic firm sha, conform to ASTM c17r.
when the ambient temperafure exceeds gOoF, the contractor shall carry out curingffi:iT*l,:%?1fi#i"^';";;;#" water *.ins;;oon * it is practicabie,
No curing compound sha, be used in hot weather placement.
,Hft:%:ffi:.r,1# |;X#le;t;!ff1 imnermeabre shutter or membranes and
FIELD QUALITY CONTROL
A' Fierd inspection and testing wilr be perforrned in accordance with ACI 301.B' Provide free access to work and cooperate with appointed firm.
;;:n: Sffi'.*ffif,":i$r:["."* class orconcrete to the Engineer ror review
$";Jh""l:ffif**l-:egates mav be performed to ensure conforrnance with
The contractor shalf be responsibre for tiHrglu-pres of the concrete and thetesting of samores in.accordan"" *iti is rvtlti{iim-J }..qu"ncies specified in*T:',58i9*;-1,?::1";ffi#;::#lli,;.t;i;;<ijil;i,r;a"i,i#"riii,tir
1 at7 days after placing of the concrete.
2 at29 days after placing of the concrete.
I spare
G.
H.
l
J.
K.
L.
3.9
C.
D.
E.
Pour Size
I cu. yd. to l0 cu. yd.
l0 cu. yd. to 50 cu. yd.
50 cu. yd. to 100 cu. yd.
For each additional 50 cu. vd.
Number of Samples
I
2 (l'tbatch and I other)
3 (1't batch and2others at random)
of pour, 1 additional sample shall be taken.
-
F' one additionar tesr
"u]ilg=.rt a' be taken during cord weatheon job site under sarne condiiil; itLr"."re it represen,
:r concreting, cured
G' one srump test shall be taken for each sampre taken.3.IO PATCHING
A' AIIow Engineer to inspect concrete surfaces immediatery upon removar of forms.B. Exle_1lve honeycomb or embedded debris .Engineer upon,iid""oy. - in concrete is not acceptable. Notifu
c' patch imperfections as directed in accordance with AcI30r.3.1 1 TOLERANCES
A' Tolerances for concrete work as bu,t sha, conform to Acr rr7.3.12 PA]NTING AND PROTECTIVE COATINGS
A. painting protective coat.accordfr ce*itr,-u,,irrit'f,.tr1,'#ffi"r,JflTutigl:!4lbecarriedoutin
3.13 DEFESTT'E coNcRETE
*' vvwruuatron sectlon 09900, Painting.
Defective Concrete: Concrete not confdtmensions, tolerances or specified ."r;#*flto required lines, details,
Repair or repracement of defective concrete wi, be deterrnined by the Engineer.
f_1not patch, fill, touch_up, repair, or reexpres s
-d
i r""i-, o i engr.,bb. 6;;;;h ilt1l,:ffffi::l c o n crere ex c ep t upon
A.
B.
C.
H
CONSTRUCTION SPECIFICATION
SPECIFICATION 04340
RBINFORCED UNIT MASONRY SYSTEM
PART I - GENERAL
1.I SECTION INCLUDES
A.
B.
C.
REFERENCE SPECIFICATIONS
A. Specification 03200 Concrete Reinforcement
REFERENCE STANDARDS
A. ACI53O
B. ASTM A82
C. ASTM 4.615
Design, supply and install the concrete masonry units as shown on the drawings.
Furnishing grout, mortar and equipment necessary to construct the masonry walls.
Reinforcement, anchorage and accessories.
1.2
1.3
D.
E.
F.
G.
H.
t.
J.
K.
L.
ASTM C5
ASTM C9O
ASTM CL44
ASTM CI50
ASTM C2O7
ASTM C27O
ASTM C4O4
ASTM C476
IMIAC
Building Code Requirements for Masonry Structures
Steel Wire, Plain, for Concrete Reinforcement
Deformed and Plain carbon steel Bars for concreteReinforcement
Quicklime for Structural purposes.
Loadbearing Concrete Masonry Units.
Aggregate for Masonry Mortar.
Portland Cement.
Hydrated lime for Masonry purposes.
Mortar for Unit Masonry.
Aggregates for Masonry Grout
Grout for Masonry
Intemational Masonry tndustry All-Weather
Recommended Practices and Guide Specification
Weather Masonry Construction.
Council:
for Cold
1.4 QUALITY ASSURANCE
A. Installer Qualifications
1. company -specializing in performing the work of this section withmlnlmum 5 years documented experience.
B. Manufacfurer
1' selection 9,f unnloplrate manufacturer at the discretion of the Contractor.However, the units shalr conform to the requirements in part 2.
C' The.work of this-sp-ecification shall be completed in accordance with therequirements of ACI 530.
1.5 PRODUCT, DELTVERY, STORAGE AND HANDLING
A' Deliver, store, and handle all materials such that the inclusion of foreign materialsand the damage of materiars by water o. tr"utug"t, ;;;;;;# "
B' All masonry units shall be so.r"d.g.n llr" jo| so that $ey are kept off the groundand protected from the elements. Wetting of r*itr rfruff rioil-" p".-itt"a.
C'
m"kf:o materials shall be delivered and stored in original packages until ready
D' Packages of materials showing evidence of water or other damage shall berejected.
PART 2 - PRODUCTS
2.1 MATERIALS
Concrete Masonry Units
1' Hollow Load B.gurrrg.Elock units: ASTM c90, Grade N, Tlpe r-Moisture conholred, minimum average compressiv" it
"rgtt, orisdo'psi.
2' All masonryunits shall be sound, free of cracks or other defects that wouldinterfere *ith_tt" propel p6rit;iA;-;il i.'i-pui, the strength ofconskuction. Minor cracks incidental to the u.uJ -"thod of manu-dctore,or minor chipping resulting from customary meth"g; ofi;Jri"i,'Ir,?ppi"gand delivery shall not be deemed grounds fo;;;j;"n.
3' froper Tasqnry units shall be used to provide for all windows, doors, bondbeams, lintels, pilasters, etc., with u *ioi** "*I""tting-
" -> ---'-' -1
Mortar
l. Mortar shall conform to ASTM C2l\,Type N.
2. All mortar sha-ll ,be freshry prepared and uniformly mixed and be ofspreadable, workable consisiency.
3. Mortar shall be retempered with water as required to maintain highplasticity. Retempering on mortar-boards;ili;; done only by addingwater within a basin fonned with the mortai *a-tt " mortai *oit"J intothe water. Any mortar which is unused ut"i*" und one-harf hours fromthe initial mixing time shall not be used.
A.
B.
4' After all ingredients are in the batch mixer they shall be mechanicallymixed for not less than three minutes.
5' [f mortar is to be colored, inert coloring pigments may be used, but not toexceed six percent by weight of cementl' '
6' The use of fire cla% rock dust, dirt and other deleterious materials isprohibited in mortar. '
C. Grout
1' Grout shall conform to ASTM C476 andshall have a minimum strength of2,000 psi.
D. Cement
l' Cement shall be Tlpe I Portland Cement conforming to ASTM Cl50
E. Lime
l. Hydrated lime shall conform to ASTM C207.
2. euicklime shall conform to ASTM C5.
O F. Aggregate
1' Aggregate shall be sharp, 9lean, and well graded and free of injuriousamounts of dust, lumps, shale, alkali, surface"coatings ana oiiairic mauer.
2. Aggregate for mortar shalr confonn to ASTM cr44.
3. Aggregate for grout shall conform to ASTM C404.
G. Admixhre
l' The use of admixtures shall not be permitted in mortar or grout unlessapproved by the Engineer.
H. Water
1' Water shall be free of de^leterious quantities of-acids, alkalis and organicmaterials and shalr come from a,upi,ty appiov"d uv tri"Ergi"*r.
I. Reinforcing Steel
1. steel reinforcing shail conform to ASTM 4615, Grade 60.
2. Wire reinforcement shall conform to ASTM Ag2.
3 ' Reinforcement shall be clean and free from loose rust, scale and dirt andany coatings that reduce bond.
PART 3 - EXECUTION
3.I EXAMINATION
A. Veriff that field conditions are acceptable and are ready to receive work.
B. Verifr items provided by other sections of work are properly sized and located.
C' Veri$u that built-in items are in proper location and ready for roughing into themasonry work.
D. Begirrning of installation means installer accepts existing conditions.
3.2 PREPARATION
A' Provide L?Tpg.tl.y bracing during installation of masonry work and maintain it inplace until building structure proiides permanent bracin( - -
3.3 COURSING
A. Establish lines, levels, and coursing. Protect form displacement.
B' Maintain qTonry courses to uniform dimension. Form vertical and horizontaljoints of uniform thickness.
O 3.4 rLACTNG AND BoNDTNG
A. Lay hollow masonry units with face shell bedding on head and bed joints.
B' Masonry shall not be started when the horizontal and vertical alignment of thefoundation is out of plumb or Iine I inch or more.
C' Buttering corners of joints or excessive furrowing of mortar joints is notpennitted.
D. Rernove excess mortar as work progresses.
E. Interlock intersections and external corners.
F' Isolate masoffy partitions from vertical structural framing members with a controljoint.
G' Isolate top joint of masomy partitions from horizontal structural framing members
and slabs or decks with compressible joint filler.
H' The starting joint on foundations shall be laid with full mortar coverage on the bedjoints, except that the area where the grout occurs shall be free from mortar so that
the grout will be in contact with the foundation.o
J.
Mortar joints shall be straight, clean and uniform in thickness and shall be tooled.
Unless otherwise specified, in hollow unit masonry, the horizontal and vertical
mortarjoints shall be3/8 inch thick.
Vertical head joints shall be trutted for a thickness equal to the face shell of the
unit and these joints shall be shoved tightly so that the mortar bonds well with
both units.
If it is necessary to remove a unit after it has been set in place, the unit shall be
removed from the wall, cleaned and set in fresh mortar.
concrete building units shall be laid with full head and bed joints.
unless otherwise specified, all walls shall have struck flush points.
Care shall be taken to prevent grout and mortar stains. Keep wall continuously
clean; if grout does run over, clean immediately.
All masonry shall be laid true, level and plumb in accordance with the drawings.
The masonry units shall be cut accurately to fit all plumbing, ducts, openings,
electrical work, etc., and all holes are to be neatly patched.
No construction support shall be attached to the wall except where specifically
per,mitted by the Engineer.
The top surface of the concrete foundation sha]l be clean and free of laitance and
the aggregate exposed before starting masonry construction.
Where no bond pattern is shown, the wall shall be laid up in straight, uniform
courses with regular half or running bond.
Protect all sills, ledges and offsets from mortar droppings or other damage during
construction.
K.
L.
M.
N.
o.
P.
o.
R.
S.
T.
3.5
U. Where masonry unit cutting is necessary, all cuts shall be neat and true and made
with a masonry saw.
REINFORCING
A.When a foundation dowel does not line up with a vertical core, it shall be sloped
at not more than one horizontal to six vertical. Dowels shall be grouted into a
core in vertical alignment even though it is in an adjacent cell to the vertical wall
reinforcing.
Reinforcing bars shall be straight except for bends around corners and where
bends or hooks are detailed on the plans.
B.
3.6
C. When full length vertical bars are used, they shall be held in position at top and
bottom at intervals not exceeding 192 bar diameters of the reinforcement.
D' Reinforce horizontal joints every second course in the walls or partitions of
masonry units above grade, unless otherwise noted, for the full lengttrof the joints
above and below openings.
E. Horizontal reinforcing shall be laid on the webs of bond beam units and shall besolidly grouted in place. Reinforcing in channel units shall be spaced off the
bottom of the unit.
F. Vertical reinforcing shall have a minimum clearance of % inchfrom the masonry.
G' Wire reinforcement shall be completely embedded in mortar or grout. Mortarjoints with wire reinforcement shall be at least twice the thickness oithe wire.
H' Wire reinforcement shall be lapped at least 8 inches at splices and shall contain at
least one cross wire of each piece of reinforcement in the lap distance.
GROUTING
A.
B.
C.
D.
E.
Reinforcement shall be in place before grouting starts.
Mortar droppings shall be kept out of grout space.
All grout shall be puddle or vibrated in place to insure full penetration into mortarjoints and around steel.
Vertical cells to be filled shall have vertical alignment to maintain a continuous
unobstructed cell area not less than 2 inches by 3 inches.
Cells containing reinforcement shall be solidly filled with grout and pours shall bestopped I inch below the top of a course to form a key for joints. Grouting of
beams over openings shall be done in one continuous operation.
The tops of ungrouted cells under a horizontal masonry beam shall be coveredwith metal lath or other approved materials to confine the grout fill to the beam
section.
All cells containing reinforcement, anchor bolts and inserts shall be grouted solid.walls that are to be fully grouted shall be indicated on the drawings.
Spaces around metal door frames and other built-in items shall be filled solid withgrout or mortar.
Grout shall be poured in not more than 4 foot depths. wait approximately one_half hour after a pour then pour another 4 foot depth. rfre nrit height oi each
section of a wall shall be poured in one day.
F.
G.
H.
3.7 WALL CLEANING AND PROTEC'fION
concrete scum and grout stains on the walls shall be removed immediately.
After walls are constructed, they shall not be saturated with water for curing or for
any other purposes.
At the conclusion of the masonry work, the mason contractor shall clean all
masonry, remove scaffolding equipment used in the work, and all debris, refuse
and surplus masonry material shall be removed from the premises.
Without damaging completed work, provide boards at exposed external comers
that may be damaged by construction activities.
3.8 TOLERANCES
A"
B.
C.
D.
A.
B.
C.
Maximum Variation From Alignment of Columns: % inch.
Maximum Variation From Unit to Adjacent LJnit: l/32 inch.
Maximum Variation From Plane of Wall: % inch in 10 feet and % inch in 20 feet
or more.
D. Maximum Variation From Plumb: % inch per story non-cumulative; y, inch two
stories or more.
E. Maximum Variation From Level Coursing: l/8 inch in 3 ft.; % 111ch in l0 fr..; %
inch in 30 ft.
F- Maximum variation of Joint Thickness: 1/g inch in 3 feet.
G. Maximum Variation From Cross Sectional Thickness of Walls: % inch.
PART 4 _ TESTS, INSPECTIONS AND REPORTS
4.1 INSPECTIONS
A' -All ryork, stages of work, materials and processes, shall be made available for, andbe subject to, the inspection and approvil of th" Engineer.
B' Approval by the Engineer shall not relieve the Contractor of responsibility for thework.
C' Special inspection shall be provided during construction where noted on thedrawings.
O END
a
o
o
CONSTRUCTION SPECIFICATION
SPECIFICATION 05130
STRUCTURAL STEEL FABRICATION
PART 1 - GENERAL
I.1 SECTION INCLUDES
A. Fabrication and supply of all structural steelwork and the performance of all
operations to complete the work.
1"2 RELATED SECTIONS
A. Specification 05140 - Structural Steel Erection
1.3 REFERENCES
A. ASTM 4.6
B. ASTM ,436
C. ASTM A53
D. ASTM 108
E. ASTM AI23
F. ASTM A153
G. ASTM /.242
H. ASTM /J83
I. ASTM A3O7
J. ASTM A325
K. ASTM A49O
L. ASTM A5OO
M. ASTM A5O1
N. ASTM A563
O. ASTM 4.568
-G,eneral
Requirements for Rolled Structural Steel Bars,
Plates, Shapes, and Sheet piling
Carbon Struchral Steel
Pip_e, Steel, Black and Hot-Dipped, Zinc-Coated, Welded
and Seamless
Steel Bar, Carbon and Alloy, Cold-Finished
?inc (Hot-Dipped Galvanized) Coatings on kon and Steel
Products
Zinc Coating(Hot-Dip) on Iron and Steel Hardware
High-Strength tnw-Alloy Structural Steel
Low and lntermediate Tensile Strength Carbon Steel
Plates
Carbon Steel Bolts and Studs, 60,000 psi Tensile
Strength
Structural Bolts, Steel, Heat Treated, l}Oll05 ksi
Minimum Tensile Strength
llrygturut Bolts, Alloy Steel, Heat Treated, 150 ksi
Minimum Tensile Shength
Cold-Formed Welded and Searnless Carbon Steel
Structural Tubing in Rounds and Shapes
Hot-Formed Welded and Seamless Carbon Steel
Structural Tubing
Carbon and Alloy Steel Nuts
St_9e1, Sheet, Carbon, Structural and High-Strength, Low-Alloy, Hot-Rolled and Cold-Rolled - deneral
Requirements
P. ASTM A572 High-Strength, L,ow-Alloy, Columbium_Vanadium
Structural Steel
a. ASTM A588 High Strength Low Alloy Structural Steel with 50 ksi
Minimum Yield Poi.nt to 4 in. Thick
R- ASTM A780 lepair .
of. D^amagerl and Uncoated Areas of Hot-Dip
Galvanized Coatingsr
S. ASTM A992 Skuctural Steel Shatrres
T. ASTM 41008 Stgel, Sheet and Strip, Cold-Rolled, Carbon, Structural,
High-Strength_ lgw-Alloy and High-Strength t ow-Alloy
with Improved Formability
U- ASTMAl0ll Steel, Sheet and Strip, Hot-Rolled, Carbon, Skuctural,
High-Strength !nw-.!lloy and High-Strength t ow-Alloy
with Improved Forrn ability
V. ASTM F436 Hardened Steel Washers
W. ASTM F959 Compressible, Washer-Type Direct Tension lndicators
for Use with Structural Fasteners
X. AWS A2.4 Standard Welding Symbols
Y. AWS Dl.l Structural Welding Code
Z. AISC 316 Manual of Steel Conr;truction
AA. AISC 326 Detailing for Steel c.nstruction
BB. SSPC Steel Structures painting Council
1.4 SUBMITTALS
A. Subrnit to the Pngqqo. tw.o (2).ryqi9s of all erection and shop drawingspertaining to all shop fabrication ana teta ere<;tion for review before fabrication."
B. A1l final,. as-. Qb}gted, erection and shop drawings, stamped "Certified forConstruction" shall be sent to both the Engine"r #d to the Site prior to oiconcurrent with shipment of the fabricated steel. Drawing submittal rhall be asfollows:
1- Engineer - Two (2) copies each of all erection and shop drawings.
2. Site - Or.r" (1) CD, AutoCAD 2002 format, or newer, containing allerection drawings and two (2) copi,:s each of all "r"btion *a lrropdrawings.
C.Submit Manufacturer's Mill Certificate or Mill test reports showing that the
materials delivered to-the jobsite meet or exr:eed specified-requirements or, in lieu
of_submitting Manufacturer's Mill Certifir:ate oi Mill test reports, submit an
affidavit stating that the materials and products which have been used in
fabrication conform to the applicable mateiial or product standards called for by
the design drawings or specifications.
Submit welders certificates certiffing welders employed on the work, verifying
qualifications within the previous 12 months.
Submit a schedule for detailing and labricating the steelwork prior to
corlmencement of detailing work.
D.
E.
1.5
1.6
QUALITY ASSURANCE
A. Fabricate structural steel me,rnbers in accorrlance with AISC - Specification for
Structural Steel Buildings.
QUALIFICATIONS
Fabricator: Company specializing in perfolmirrg the work of this Specification
with minimum five (5) years documented experience.
!t"q*". "Erection Diagrams" and Shop dt:tails under direct supervision of a
Professional Engineer experienced in desipp and detailing proc6dures for this
work.
PART 2 - PRODUCTS
2.1 MATERIALS
A. Wide Flange and Structural Tee Shapes: ASTM A992,50 ksi minimum yield
strength.
B. Other Stnrctural Shapes: ASTM A36.
C. Steel Bars and Plate: ASTM A36 or ASTM ,\572,50 ksi minimum yield strength
where noted on the drawings.
D. Struchral Tubing: ASTM A500, Grade B or ASTM A501, Grade B.
E. Stuctural Pipe: ASTM A53, Grade B.
F. Handrails: ASTM A53, Grade B, Schedule 4r).
G. Shear Stud Connectors: ASTM A108, Grade 1015.
H. Bolts, Nuts and Washers
l. Hleh !$ength Bolts: ASTM A325, T'ype I Heavy Hex Bolrs with ASTM
A563 Hex Nuts and ASTM F436 washers, galvanizedper ASTM A153.
A.
B.
o
L
J.
K.
L.
2. common Bolts: ASTM A307, Grade B Bolts with ASTM 4563, Grade
D{{_^Heavy Hex Nuts and ASfM F436 washers, galvanized pei'esru
A153.
Load Indicating washers: ASTM F959, galvanizedper ASTM A153.
Grating and Stair Treads: ASTM Al0l l, galvanized per ASTM Alz3.
welding Materials: Aws D1.1, type required for materials being welded.
Tensile strength range of 70 ksi minimum.
Metal Decking: ASTM A653, Grade A.
M. cold-Formed Sections: ASTM A1008, 55 ksi minimum yield strength.
BOLTS
A.
and load
shall be
2.2
B.
C.
Bolt heads and nuts shall be hexagonal except for temporary erection bolts whichshall be provided with square heads. Thrtiads and machined surfaces shall begreased. Nuts shall be capable of being turned though the full thread length by
hand.
4tt tightening the bolt, at least one (1) thrt:ad and not more than six (6) threads
shall project beyond the nut.
Where a bolt head or nut bears on a tapered flange, it shall be provided with a
tapered washer.
D. ASTM A3O7 bolts shall be provided with sel:l-locking nuts.
E. All bolts, nuts, hlTdened -washers, and load indicating washers shall be galvanizedin accordance with ASTM 4153. All galvanized bilts shall be r,rppfird with athread lubricant such as beeswax.
F. A 5% overage.shall be proviged for all bolls, nuts, hardened washers,indicating washers used in field bolted connections. All field bolts
ordered and shipped so as not to delay erection ofsteel.
TIANDRAIL
A. Handrail and posts shall be as detailed on the drawings and shall be made withoutfittings. lends shall be smooth without kints or roTlapsed wall sections and allwelds shall be ground where necessary to prorride a smobth handrail surface.
Railings and toe boards shall be provided r:n all open sides of platforms andwalkways.
Railings and-posts shall have a smooth finish with rough edges and sharp cornersremoved. All miters shall be ground smooth and free of weld"spatter.
All supplementary base plates, straps, bolts and pins for attachment of railing shall
be provided.
2.3
B.
C.
D.
2.4
E. All handrail and toeboards shall be galvanized.
GRATING AND STAIR TREADS
C.
E' Provide % in- diameter self-tapping stainless steel screws for attachment of cliosto structural steel- A S%o-overige stratt be provided for the r;iEafi;i;;;;;#r:All screws shall be ordered and sf,ipped so as not io a"iuy o""iio., of .teeT.
F' Open ends of grating at head of stairs shall have checkered plate nosing.
G' Cast abrasive, non-slln qo9lngs shall be provided on all stair keads and shallextend approximately the full width of the tread.
2.5 LADDERS
A' Fdd!.t shall be fabricated from ASTM A36 bar rails and as shown on theorawmgs.
B. All exterior ladders shall be galvanizd,.
PART 3 - EXECUTION
3.1 CONNECTIONS
Qratlng and stair teads shall be of welded construction and of the size noted onthe drawings.
$rating shall-be furnished in reasonable size pieces, avoiding patchwork, and withdue .regard- for neat o,verall appearance. Sections shall 66 fuuri"uiJa * tnutlongitudinal and cross bars in adjacent sections rt uii, *fr"n erected end to end, beln ltne.
Shop cuts shall be provided to make the ^grating fit around structural members,
,"qYP.ment,..and -prping.. All -pieces cut 51 pi[i"g and equipment or abuttingbuilding siding shail be banded. Banding strips JtutTp-p"t 4 in. above the top of
.ft" g.3ti"g to fory a curb and shall te airini^mum or'jlt'o i;. til;k. c;"ti"g;t"libe split around all holes into easily removable .i"tio".. - -
No-.14 gauge stainless steel saddle-t5pe clips shall be provided for attachment ofgati18 to skuctural steel. A minimun of four (+) clips'shJiU" pi""i-aff"iga"f,p$.el except where F: guti.rg spans over one or more intedediai; uru116 i"
Xli:lj5" \y g additional c-ripi shal be provided fo; """h r;;tr,"irrppl.t.
3lp:g ,9r_11ilH s!9wn as removable on the drawings shail u" a"t"""f,iy umrmmum of four (4) clips per panel.
A' Connections shall be developed from the AISC Manual of Steel Construction andthe Specification for Structural Joints Using eSfU a:25 andASTM A4g}Bolts.
-Whelevg
pqs-slb_I9, standard connections,-as shown in Tables II through IV ofPart 4 of the Arsc Manuar of steel construction, shall be used.
A.
B.
D.
o
r.li./
B.Connections for joints which resist reversible loads, such as those for vertical andhori-zontal braging, girder to column connections, and other members where axialloads are indicated on-the drawings, shall be designed as slip "riti"a.
-
suchconnections shall consider a minimum +l- 20 kip axial load unless a higher load isindicted on the drawings- Connections shall bi designed using AISC"eIlo*uUt"
Stress Design for the loads shown on the drawings wilh no alloiable increases forwind or seismic.
Connections for joints which do not resist reversible loads, such as minor beam
connections, shall be designed as bearing type connections with the bolt threads
excluded from the shear plane.
.Whele.beaIl design reactions are not indicated on the drawings, connections shall
be.designed to. suppo{ one-half the total uniform load cai'acitv shownlr-tt"Allowable uniform Load rables, part 2 of the AISi Minual of steel
Construction.
The minimum number of bolts to be used in beam end connections shall be asfollows:
C.
D.
F.
G.
Beam Depth (in.)Rows of Bolts in Outstanding
Legs of Connection Angles
36 9
33 8
30 7
27 6
24 5
21,18 and 16 4
14 and 12 3
l0 and 8 2
7 andunder I
The minimum number of bolts to be used in connections for channel mernbers
shall be the same as that for a beam of the same depth.
Single-sided clip angle connections shall not be used.
All primary br19jn-g shall be made using a minimum of two (2) bolts in double
.shea1 or-four (4) bolts in single-slrearr- Corurections for singie angle.tuUitity
bracing shall be made using two (2) bolts in single shear.
o
E.
H.$qnlers composed of two or more rolled shapes separated by intermittent fillers
shall be connected at these fillers in accordance to the AISC Specification for
Structural Steel Buildings.
Connections for secondary members, such as stair stringers, ladders and handrails,
may be made using 3A inch diameter ASTM A307 bolts.
The minimum thickness for gusset plates and clip angles shall be 3/8 inch.
Washers shall be provided per the requirements of AISC "specification for
Struchrral Joints Using ASTM A325 or A490 Bolts."
I oad indicating washers shall be provided for all high-strength bolts used in slip
critical cormections.
Welded surfaces shall be cleaned, as outlined in AWS D1.1, and joint surfaces
shall be free from fins and burrs. Finished members shall be true to line and free
of twists, bends and open joints. All welded joints shall be fully seal welded.
End plates, trackets, cleats, etc. on beams shall be true and square to their
cormecting elements.
!|rop conne_ctig* shall be either welded or bolted using minimum % nch
diameter A325 bolts with welded connections being the prefdred tlpe.
P. Members with shop bolted corurections shall be assernbled to the same tolerances
as shop welded members and all bolts shall be fully tightened before shipping.
a. High-skength bolts shall be installed in accordance with AISC "specification for
Structural Joints Uping {STY A325 or A490 Bolts," with bolts 6eing fully pre-
tensioned to the values identified in Table 4 of the same Specification. -
R. High-stength bolts shall gnly be used once. Any bolt which has been tightened
and subsequently removed shall not be reused.
S. All field connections shall be bolted using minimum 3/o inchdiameter A325 bolts.
T' Clip angles-used in field connections shall be shop welded or bolted to the greatest
extent possible to minimize bolting in the field.
DETAILING
A. Shop- drawings shall indicate profiles, sizes, spacing and locations of skuctural
members, openings, attachments, fasteners, and connections. lndicate welded
connections with AWS A2.4 welding sp'rbols and show net weld lengths.
Indicate site welding details.
B. Shop drawings shall include bills of material, weight lists, field bolt lists, erection
diagrams and erection sequence.
J.
K.
L.
M.
N.
o.
3.2
C. All shop drawings submitted unchecked or without erection drawings will be
rl
\./
3.3
rejected.
SHOP DRAWING REVIEW
A. thop drawings will be reviewed only for general compliance with the contract
documents. The "review" does not relieve -the fabricatoi of the responsibility forthe adequacy o{ connection design and details, the accuracy oi the detiiled
dimensions or shop details nor the fit up of parts to be assembled. It does not
relieve the Contractor of the responsibility for-errors made in the design or details
gr fol changes made from the Owner's drawings or specifications not-covered bythe Contractor's written notification (or submifted sketches/drawings) to th;
Engineer-and the Engineer's written accqrtance (for revised construction drawings
ofsuch change).
MARKINGS3.4
A.
B.
Frach piece of steelwork and metal items, including grating and checkered floor
plateworlg shall be gtven a mark number which sliall be shown on the erection
drawings.
All structural steel shall be promine,ntly marked for identification with piece
mark-s applied right side up on the end corresponding to the left end o? the
members detailed in the horizontal, or inclined position, and at the lower end for
members that are detailed in the vertical position. This mark shall be used on all
related schedules and documents.
3.3
3.4
C" The full mark, as gryen oq the drawing shall be handstamped in letters of 5/8 inch
size. Small iterns where the above is impractical, such as-shims, must be securely
wired together and tagged with the tag bearing all the required information
STRAIGHTNESS
A. Any straightening of material, or bending to produce curvilinear forrns shown on
the drawings shall be done by methods tliat sliall not injure the material, and be in
accordance yith apprgved procedures- Straightening-of heavy structural rolled
sections by flange heating and que,nching is nof acceptable.
B. Any natural camber in beam members shall be tumed up.
CUTTING
A' Methods of cutting shall be by sawing, shear or gas flame cut provided that:
l. ltrot sawing or gas cutting shall apply to members not required exact to
length.
2. Ends of sections- or edges of plates required to transmit direct bearing shall
be accurately cold sawn or milled.
3. Plates thicker than % inch whose edges are to be welded shall not be shear
cut.
4. Shearing and punching shall produce clean, true lines and surface.
o
5. Miters shall be dressed smooth, neatly fitted and free of weld spatter.
6- All re-enfrant corners, including beam blocks shall be notch-free and
radiused to aminimum of 3/8 inch.
3.5 DRILLING AND BORING BOLT HOLES
A.Jhe cgmpgrlgnt parts. for co.mposite members shall be securely fastened together
9tju"k welding or clipping before drilling and the holes drilledUy or" pugZf tt"drill at each hole througtr the number oT thicknesses. f.he p#s shil then be
separated and burs removed.
Finished holes shall not be more than l/16 inch in diameter larger than the bolt
Fffisrng fugrgt them, unless otherwise indicated on the drawingsl All buns shall
be rernoved.
Holes for tapping shall be first drilled to the tapping size.
Holes through tubular members shall be lined with sleeves. The intemal diameterof the sleeve shall be specified_on the drawings. The sleeve shall projiciUiyo"athe sides of the tubular me,mbers and an elternal fillet weld ,i* "arorrrr<i th"perimeter of the sleeve to seal the gap between the sleeve and the wall of thetubular me,mber- The gr-qecling ends of tne sleeve shall then be ground nustr and
langential !o the outside of the tubular members and at righ't angles to ttrelongitudinal a;ris of the bolt passing through the sleeve.
E. Holes for bolts shall not be made by a gas cutting proc€ss.
WELDING
A. [eldrgg_glall use E70XX elechodes for manual shielded metal arc welding andclass F7X-DOO( series electoodes for submerged arc welding *A rnU 6e in
accordance with AWS ?1.1, which covers the riecessary requirEmentsofae-taiG,
workrnanship, qualification ofpersonnel and procedures *a i^p*ti"".
B. Where specialized w.elding is-required.that does not conform to the above code,ttre necessafY procedures and instructions will be indicated on the n"gi""ei;i
drawings.
C- W"J4t performed Uy thg Fabricator shall be inspected by non-destnrctive methods
as follows: (Thqs: requirements are intended as minimim requirernents ana maybe supplemented bynotes on design drawings.)
Non-destructive examilation.procedures, techniques and acceptnnce standards(i.e-, ultrasonic, magnetic partiile, dye penetrant and visual) * ,tt"a below shallbe in accordance with Sections 6 and 8, AWS Dl.l.
Material to be welded. (plates
_
and shapes) shall be visually inspected forinclusions and defects priorto welding.
B.
C.
D.
3.6
nlt,/
All full.penetration welds shall be loo% ultrasonically inspected. where
ultrasonic inspection is impossible, i.e., due to construciion 6onfiguration or
inaccessibility, ma-gnetic particle inspection or dye penetrant inspEction may
be used in lieu of ultrasonic inspection with priof written appioval of the
Engineer.
AII other welds, including fillet and partial penetration welds, shall be l,oo%
visually inspected. In addition to visual inspection, a minimum of l0%o of
the welds shall be magnetic particle inspected. selection of the samples to
be tested shall be at the discietion of the Engineer. When there are ieveral
n1ec9-s of t\e same tlpe of mernber, a representative sampling of a minimumof l0% of those welds shall be inspected. where mignetic particle
inspectio_n.--is impossible, i.€., due to construction configuration or
inaccessibi[tv. dy" penetrant inspection may be used with prior written
approval of t!" Engineer. If weld defects are detected during the initialt-*Q* sampling additional samples may be required at the discretion of
the Engineer.
All welds on handrail and ladders shall be lo0% vizually inspected.
4. Whel magnetic particle inspection is used, the root pass and final layer
shall be inspected.
BUTT JOINTING
A. Skuctural sections shall be cut from firll lengths of stock material unlesspennission is sought and obtained from the Engineer to include butt joints in
particular instances. Such joints shall be full penetration welds and-may be
subject to non-destructive testing at the Fabricatoris expense.
TOLERANCES
1.
2.
3.
3.7
3.8
3.9
Allowable tolerances shall comply with requirements of the "Code of Standard
Practice for steel Buildings and Bridges" of the AISC Manual of Steel
Construction.
A.
PAINTING
C.
A.
B.
All carbon steel material furnished under this Specification, excluding fasteners
and materials to be galvanized, shall be cleaned and coated as specifled herein.
Coatings shall be shop applied with field touch-up as required.
Shop -dr-awings .shall identiff the shop applied coating systems. Data to be
provided shall include the coating systern- manufacturer'i name and product
designation, the degree of surface preparation, dry film thickness and color]
Prior to ge1e11l solvent cleaning and abrasive blasting, heavy deposits of sludge
o_r grgase shall be removed by scraping or dry wipin[. Residuai grease and oil
shall be removed in accordance wilh Steel Structurei Painting Co=uncil (SSPC)
Standard SPl, solvent cleaning, prior to abrasive blast cleaningl
All surfaces shall be abrasive blast cleaned to the requirements of SSPC-SP6,
Commercial Blast Cleaning. Blast cleaning shall achieve a surface profile from
D.
o
2.0 to 3.5 mils.
E. Coating shall be applied by spray application in a single coat in accordance with
SSPC-PAI as supplemented by the Coating Manufactwer's written instructions.
Dry film thickness shall be as follows:
l. Weldable Primer 0.8 mils DFT
2. Prime Coat:
3. Finish Coat
4.0 mils DFT
6.0 mils DFT
Coating application shall be started prior to the formation of any rust bloom and inno case more than $x_ (Q.hours after completion of abrasive blast cleaning.
Surfaces to be coated shall be protected from the weather continuously througTr
the cleaning, painting and drying periods.
Coating shall be applied to dry, frost-free surfaces with a surface temperature ofnot less than 50 degrees F and not more than 100 degrees F. Application of
coating materials shall not commence nor continue when the surface iemperafure
is less than 5 degrees F above the dew point.
H. The finish coat shall be wittrheld from the falng surfaces of all slip critical
connections.
I. Surfaces adjacent to field welded edges shall be kept free of paint within 2 inches
of the edge. The weld area shall be coated with one coat of weld-through primer.
J. Painted members shall not be laid directly on the ground or floor but shall be
placed on skids or trestles and shall be handled so as to avoid injury to the paint.
K. Where paint finish is missing or damaged, the finished steel surface shall be
prepared in the affected areas in accordance with the requirements of this
specification. Surfaces for which blast cleaning is specified, but because of their
location cannot be treated shall be power tool cleaned in accordance with SSPC-
SP3.
L. Prior to paint applicatio_n, coating edges at the boundary between coating and bare
metal surface shall be featl.rered by mechanical methods to aid blendin[ of repair
work with the original coating.
M. Paintapplication for areas to be repaired shall conform to the requirements of this
specification.
3.IO GALVANIZING
A. Steelwork shall be pre-cleaned utilizing a caustic bath, acid pickle and flux.
Altematively, the steel shall be blast cleaned in accordance with SSPC-SP5 and
fluxed.
F.
G.
B. The application of the zinc coating to the steel shall conform to the criteria
established in ASTM A123.
Where either member to be bolted is galvanized, erection and structural bolts shall
be galvanized in accordance with ASTM A153.
Galvanized surfaces damaged in the shop after galvanizing shall be repaired with
one of the materials listed below or in accordance with muhral agreement between
the galvanizer and the fabricator. The repair shall be performed in accordance
with ASTM 4780.
1. Zinc-Rich Spray
The area to be repaired shall be thoroughly cleaned by blast cleaning or
vigorous wire brushing to expose bare steel. A zinc-rich galvanizing repair
compound which meets ASTM ,4.780 shall be applied by brushing or
spraying the affected area. The minimum thickness shall be 8 mils DFT.
2. Sprayed Zinc
The area to be repaired shall be suitably pre-heated to ensure freedom from
moisture, oil, grease and other foreign matter. Ttre zinc layer shall be
applie! by metalizing spray to the clean and dry surface using the
manufacturer's recommendations. The minimum thickness shall be 4 mils
DFT.
3. Zinc-Based Solders and Wire
After contamination removal by vigorous wire brushing, the surface being
repaired shall be !"4"4 to -approximately 600 degrees F. The zinc alloy
repair compound shall then be spread over the heated surface in accordance
with the manufacturer's instructions. Repair compound residues should be
removed with a d*p cloth or by rinsing with water. The minimum
thickness shall by 2 mils DFT.
3.11 ABRASME BLAST CLEANED SURFACES
A. All abrasive blast cleaned surfaces shall be verified to meet the requirements of
this Specification by performing the following:
l. Visually inspect the surfaces for cleanliness by comparing the surface to the
appropriate visual standard in SSPC-Vis1, Pictorial Surface Preparation
Standards for Painting Steel Structures.
2. V:4fV tle anchor pattern and profile of the surface by visual comparison
with a Keane-Tator Profile comparator. Altemately, Testex Press-o-Film
Replic Tape may be used. Micrometers used shall be calibrated.
3.12 COATED SURFACES
A. For film thickness measurements, the requirements of SSPC-PA2 shall be
followed.
B. Readings should be taken on smooth, regular surfaces, not at flanges, edges,
C.
D.
C.
D.
pockets, fillets, etc. Representative "sample areas" should be established on the
surface prior to taking film thickness readings.
A minimum of three spot readings shall be taken for every fifth member coated.
If more than one-third of the readings taken in a given sample area indicate a film
thickness outside the established limits, corrective action shall be taken.
3.I3 STORAGE AND TRANSPORTATION
A.
END
Steel mernbers shall not be subjected to excessive stresses or adverse weather
conditions. Ends of open pipe sections shall be covered to prevent moisture from
accumulating within the pipe.
All of the steelwork crates, cases, bundles and loose pieces shall carry shipping
marks as specified in the order.
Individual pieces of weight in excess of 3 tons shall be marked with their gross
weight.
The Contractor shall arrange for the packaging, loading and transportation of all
completed work to site. Unloading will be by others.
During shipment, sufficient dunnage shall be used to prevent any rubbing of steel
against steel.
The Contractor will provide the Owner with details of each load of steel on its
deparhre from the fabrication shop.
B.
C.
D.
E.
F.
o
o
o
CONSTRUCTION SPECIFICATION
SPECIFICATION 05140
STRUCTURAL STEEL ERECTION
PART 1 - GENERAL
1.1 SECTION INCLUDES
A. Site erection of structural steelwork and the performance of all operations necessary
to complete this work, including remedial work.
1,2 RELATED SECTIONS
A. Specification 05130 - Structural Steel Fabrication
I.3 REFERENCES
A. AISC 316 Manual of Steel Construction
B. AWS D1.l Structural Welding Code
1.4 SUBMITTALS
A- Prior to commencing work on site, submit the proposed steelwork erection procedure
and program, including all relevant drawings, charts and schedules for the Owner's
approval.
I.5 QUALITY ASSURANCE
A. Erect structural steel members in accordance with AISC - Code of Standard Practice
for Steel Buildings and Bridges.
B. Maintain one copy of the contact documents including applicable codes on site.
1.6 QUALTFTCATIONS
A. Erector: Company specializing in perfonning the work of this Specification with
minimum 5 years documented experience.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.1 EQUTPMENT
A. The Contractor shall be responsible for ensuring that all equipment is positioned and
used in such a way that loads taken are at all times within the safe limits of the
equipment itself and of the ground or supports on which the equipment rests.
3.2 FIELD MEASUREMENTS AND CHECKS
A. Verify that field measurements are as shown on the drawings"
B- Check structural members, and their related parts to be erected, against the Engineer's
approved detail and arrangement drawings.
C. lnspect the structural steel before commencing with erection. This inspection shBll be
for damaged members or those which appear by visual inspection to be twisted or
distorted. The Contractor shall report immediately to the Engineer if any of the above
is discovered.
D. Check the layout with respect to location and level of all anchor bolts or prepared
foundations.
E. Check that all foreign matter is rernoved from the anchor bolt pockets.
F. Check that bolts are undamaged and their threads are adequately greased and are
complete with all necessary nuts and washers.
G. Veri& that field conditions are acceptable and are ready to receive work.
H. Where new structural steel is required to be attached to existing structural steel, it
shall be verified that existing conditions as shown on the design drawings are correct.
Any discrepancy between the design drawings and existing conditions shall be
brought to the attention of the Engineer.
I. Commencement of erection indicates Contractor accepts existing conditions
3.3 TEMPORARY WORKS
A. The Contractor shall be responsible for the stability of partially erected struchres and
shall ensure that temporary works do*ot cause adverse stress conditions in any
structural members. If it is required that any part of the structural steel be temporarily
omitted to allow for the installation of equipment or other work, the skuctural steel so
affected shall be installed in accordance with erection procedures and sequences to be
outlined by the Engineer for erection of that portion of steel.
B. All steel shall be erected in accordance with the appropriate AISC specifications.
Temporary shores and braces shall be used during progress of the work. Unless
otherwise specified, the permanent stability of steelwork is dependent on other parts
of the building, such as walls and roofs. The temporary shores and braces shall be
maintained in place until these other parts of the building are complete, able to
withstand imposed loads as a composite structure and safe to remove such shores and
braces.
3.4
3.5
C. Approval shall be obtained from the Engineer before any welding, drilling or other
modification is made to the structural steelwork to accommodate temporary works.
TOLERANCES
A. Steelwork shall be erected to the lines and levels shown on the approved drawings
and the tolerances shall not exceed those given in the "Code of Standard Practice for
Steel Buildings and Bridges" of the AISC Manual of Steel Construction.
PACKERS
A. Packers and shims shall be of mild steel flat bar plate and shall be clean, flat and free
from burrs or other imperfections.
B. The number of shim packs shall be kept to a minimum.
C. Packers shall be of such size as to cover as much of the area of the packed joint as is
practicable. Packers maybe notched to facilitate assernbly.
D. Where packers and shims are supplied with the structural steelwork, they shall be
assembled in accordance with the approved shop drawings.
E. Packers and shims shall not be used in joints using High-Strength Structural bolts
unless they are so shown on the Engineer's drawings and supplied with the steelwork.
PERMANENT FD(NG
A. No permanent bolting, welding or grouting shall be carried out until the part of the
structure that will be stiffened thereby has been properly aligned, levelled and
plumbed.
BOLTING
High-strength bolts shall be installed in accordance with the AISC Specification for
Skuctural Joints Using ASTM A325 or ASTM A490 Bolts with bolts being tightened
to the correct tension by the turn-of-nut method or by use of load indicator washers.
The amount of nut rotation required from the snug tight condition is shown in Table 5
of the above mentioned Specification. Snug tight is defined as the tightness attained
by a few impacts of an impact wrench or the full effort of a man using an ordinary
spud wrench. The outer face of the nut and the protruding part of the bolt shalt be
marked by paint or crayon in the snug tight position so that the actual final nut
rotation can be determined by inspection.
High-strength bolts shall only be used once. Any bolt which has been tightened and
subsequently removed shall not be reused.
3.6
3.7
A.
B.
3.8
C. Bolts and nuts which, on visual inspection, show any evidence of physical defects
shall be removed and replaced.
D. Final inspection of bolt tightness by the use of an "[nspection Wrench" is Ieft to the
discretion of the Engineer-
WELDING
A" Welded surfaces shall be cleaned as outlined in AWS D I .1 and joint surfaces shall be
free of fins and burrs. Finished members shall be true to line and free from twists,
bends and open joints. Where a structural member joins a gusset plate, the weld shall
go all around the member.
B. Where specialized welding is required that does not conform to the above codes, the
necessary procedure and instructions shall be indicated on the Engineer's drawings.
C. To enable complete assemblies to be erected, site welding of individual members
attached to main shop fabricated pieces shall be permitted as indicated on the
Engineer's and fabrication drawings. The individual mernbers shall be welded to
their main components at ground level.
D. Adequate mobile welding facilities shall be provided for field operations.
E. When the occasion arises due to discrepancy, inaccuracy, or other reasons, field
welding may be used. All relevant details and procedures must be approved by the
Engioeer before site welding may commence- Field welding shall be done by
certified welders who are required to submit copies of current certificates to the
Owner. Field welding shall conform to AWS Dl.1.
GROUTING
Grout for base plates shall be of two tlrpes, the flowable non-shrink type, which shall
be used only in the locations shown on the drawings, (e.g. machinery base plates) and
dry pack mortar in all other locations.
Flowable Non-Shrink Grout: "Embeco" 885 grout or approved equivalent flowable
non-shrink grout shall be mixed and placed in accordance with the manufacturer's
instructions.
Dry Pack Mortar Grout: "Five Star" grout or approved equivalent cementitious non-
sag (trowelable) grout shall be mixed and placed in accordance with the
manufacfurer's instructions.
3.9
A.
B.
C.
D. The mortar shall be rammed under the full area of the baseplate, whether by ramming
from opposite sides simultaneously or ramming against a fixed form. The edges of
the mortar shall be neatly tapered at 45 d,egrees from the underside of the base plate
edge to the concrete.
E. Anchor Sleeves: All anchor bolt sleeves shall be filled with fluid "Five Star" grout or
approved equivalent cementitious grout mixed, placed in accordance with the
manufacturer's instructions and allowed to set prior to grouting of baseplates.
3. 10 SITE MODIFICATIONS OF STRUCTURAL STEELWORK
A. No modification that is liable to affect the strength of a skuctural member, the
efficiency of a joint, or the integrity of the structure shall be made without the prior
approval of the Engineer. Such field fabrication and sub-assembly as may be
necessary shall conform to the requirements of Section 05 I 3 0, Structural Steel
Fabrication.
The procedures and methods proposed for modification work shall be submitted in
writing to the Engineer. The Engineer's approval shall also be in writing,
Site cutting shall be, wherever possible, by a mechanical process. Where flame
cutting is necessary, an allowance shall be left for grinding of ragged edges to ensure
a smooth finish.
D. Holes for bolts shall be drilled. Flame cutting of holes will not be permitted.
Correction of misaligned holes may be achieved by reaming or, subject to approval by
the Engineer, by filling badly misaligned holes with weld metal, grinding flush and re-
drilling in the correct position.
E. Where welded fitments need repositioning, the existing weld shall be removed, where
possible, by chipping, grinding or gouging. When the fitrnent has been removed any
undercut areas shall be built up with weld metal and the aftected area shall be ground
smooth. Fihnents damaged during removal shall be renewed. Fitments shall be
replaced using the same attachment method and detail as specified on the approved
detail drawings.
F. Wherever remedial work has been carried out, the affected area shall be cleaned.
Burrs, slag and weld splatter shall be removed and the paintwork made good.
3.I1 STORAGE AND HANDLING
A. The steelwork shall be stored and handled so that members are not subjected to
possible damage or excessive stresses. Care shall be taken to minimize ponding of
water and the collection of grease and foreign matter on the steelwork. Store all steel
above ground on platforms, skids or similar supports.
B.
C.
B. The Contractor shall ensure that, wherever possible, steelwork for each plant section
is stored in one particular area and laid out for ease of erection.
C. Bolts, nuts, washers and other miscellaneous items shall be checked and stored under
cover until required for use.
D. Contractor shall use care in handling structural steel during unloading, storage and
erection. If in the opinion of the Engineer, the structural steel has been damaged or
its serviceability has been impaired, it shall be removed and replaced at the
Contractor's expense.
3.12 PAINTING
A. After erection is complete, touch-up paint, for all structural steel damaged during
erection, all welds, nuts and bolts, shall be applied using the same paint as used in the
shop.
B. Remove all paint in the area affected by means of power tools if possible, or if not,
hand tools to achieve a clean.metal surface. Feather the edges of the affected area and
wet sand painted areas which are to be repainted.
C. Within 4 hours of completion of surface preparation paint shall be applied in
accordance with the requirements in Specification 05130.
D. Touch-up of galvanized steel shall be done in accordance with Technical
Specification 05130.
3.I3 TESTS AND INSPECTION
A. Every facility shall be provided for inspection of the work by the Engineer.
B. lnspection of welding and welders as required by the Engineer shall be in accordance
with the American welding Society codes and specifications.
C. The Contractor shall provide the Engineer with adequate equipment and labor to test
high-shength bolted connections.
3.14 SAFEry
A. All possible precautions to protect the Owner's and Engineer's personnel, as well as
their own personnel, shall be observed by the Contractor.
END
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CONSTRUCTION SPECIFICATION
SPECIFICATION 16001
ELECTRICAL C ONSTRUCTION
PART 1 - GENERAL
1.0 SCOPE
A. This specification covers the basic requirements for bulk materials and working
methods required to complete an electrical construction project.
B. It is intended to serve as a guide in preparing Basis of Bids construction
documents and for typical construction methods for electrical design or field
construction contractors.
C. References to Owner/Engineer shall be either the owner or the owner designated
engineer.
1.1 REFERENCED PUBLICATIONS
The latest editions of the following national standards are referenced in this specification:
NEC National Elechical Code (NFPA 70)
NESC National Electrical Safety Code
NEMA National Elechical Manufachrer's Association
ICEA Insulated Cable Engineer's Association
ASTM American Society for Testing and Materials
SSPC Steel Structures Painting Council
NACE National Association of Corrosion Engineers
UL Underwriters Laboratories
FM Factory Mutual
1.2 GENERAL
A. All electrical work shall be installed in accordance with the project drawings and
notes thereon and in accordance with this specification. The Contractor shall
inform his field personnel of the requirements of this specification and see that
they are followed.
B. All materials, equipment installations, and workmanship shall conform to the
latest editions of the National Electrical Code; National Electrical Safety Code;
and state, county, and local codes having jurisdiction.
C. Where catalog number of equipment is given on the drawings, no substitutes will
D.
be accepted unless written approval is given by Owner/Engineer.
The Contractor shall store electrical equipment and material in a weathertight, dry
enclosure so that the quality and operating conditions are preserved. Keep all
equipment space heaters energSzed, including motors, while in storage and during
construction prior to start-up.
lndoor equipment shall not be installed until the indoor location is weathertight
unless approved by Owner/Engineer.
Test and adjust all electrical equipment and material, including all equipment and
material furnished by others, in accordance with the Owner/Engineer Engineering
Specifications for Electrical Construction Testing. Furnish labor to assist field
service engineers when requested. Such assistance shall be extra work.
The Contractor shall keep a written permanent record of the locations of all
temporary power facilities. This record shall include a map of all underground
facilities.
Where the drawings or specifications show requirements that exceed those of the
codes, regulations, and standards referred to, the drawings or specifications shall
govern. In all cases, such discrepancies shall be brought to the immediate
attention of the Owner/Engineer for clarification and approval.
DRAWINGS AND SPECIFICATIONS
A. The electrical plan drawings accompanying this specification are diagrammatic in
nature and may not indicate exact and complete routes of raceways and wiring.
B. The Conkactor shall coordinate his work with all drawings of other trades,
architechral and structural drawings, and vendor's equipment drawings.
C. The location of limit switches, solenoid valves, temperature detectors, pressure
switches, junction and connection boxes, etc., may vary slightly in locations on
the plan drawings and on mechanical equipment- The location of these devices
and electric equipment is therefore approximate and subject to minor changes in
location.
D. The Contractor shall keep a record of all electrical changes and one up-to-date
marked-up set of drawings recording these conditions. Upon completion of the
work, the Contractor shall provide these marked-.rp drawings to Owner/Engineer
for incorporation into a complete set of as-built drawings.
MATERIAL AND WORKMANSHIP
A. All materials shall be new and free of defects. Material of a classification listed by
UL or FM shall be approved by UL or FM for the specific application.
E.
F.
G.
H.
1.3
1.4
B. Where several approved manufacfurers are shown for one type of material, all
material of that tlpe is to be of the silne manufacturer.
C. Where specific manufacturers are grven in the specifications or drawings without
qualification as to an altemate, that particular make or catalog number, etc., only
will be acceptable to Owner/Engineer.
D. The Contractor shall furnish all material and equipment necessary to complete the
electrical installation in accordance with this specification, material specifications,
standard specifications, and all project drawings and details.
E. Concealed work shall be left open for inspection and test until approved by
Owner/Engineer.
F. Equipment, fittings, and material required to be approved for use in hazardous
locations shall be as shown on the drawings or as specified. Screws, bolts, and
similar components of explosion-proof enclosures, particularly those of ground
joint construction, shall be rust and corrosion resisting material. Fittings shall be
cast malleable iron, Feraloy, or cast aluminum.
G. Equipment fittings and material approved for use in hazardous locations shall be
applied and installed in accordance with the manufachrrer's inskuctions.
H. The ground joint flange construction used in some explosion-proof enclosures
requires exheme care in handling to insure against damage to the grotrnd surfaces.
If the surfaces are allowed to collect dust or dirf they shall be cleaned with a
solvent and relubricated with light machine oil. Enclosures vrith corroded surfaces
shall not be used.
I. Crouse-Hinds Tlpe STL lubricant shall be used as a general-purpose lubricant for
threaded covers and rotating operating shafts on conhol stations.
J. Bus stabs and bus joints shall be lubricated with appropriate material furnished by
the manufacturer or approved by Owner/Engineer.
K. The Contractor is cautioned against drilling or cutting holes in the top of metal
cabinets containing electric components. Small metal chips may affect proper
operation of the components. When drilling or cutting holes is impossible to
avoid, the Confractor shall take steps to prevent metal chips from falling into the
eleckonic equipment.
1.5 WORK UNDER SPECI-AL CONDITIONS
A. Certain low-voltage conhol circuits may require work to be performed while
energized. Changes to or modifications of energized power circuits shall be done
only after clearance of the lines and equipment by the Owner/Engineer.
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B. The Contractor shall not energize apparafus without prior test, consent, and
notification to the Owner/Engineer.
1.6 IDENTIFICATTON AND WARNING SIGNS
A. Each item of electrical equipment shall be provided with an identification tag
showing its item number and service or application. The description shall match
that shown on the electrical drawings. Additional tags will not be required if
furnished by the vendor of equipment.
B. Tags shall be three-ply phenolic material engraved to show black lettering on a
white background. They shall be approximately I inch wide and 3 inches long for
3 lines of 3/16-inch letters. Tags shall be attached with screws or Goodyear
Pliobond adhesive.
C. Plant brass motor nurnber tags shall be screw connected to the motors.
D. Safetywaming signs shall be fumished and installed at each motor contol center,
transformer, and switchgear showing voltage of equipment urith Brady Cat. No.
46640 safety sign.
E. Each operating device, push button, control switch, etc-, shall be identified using
engraved, laminated plastic nameplates attached with screws or adhesive.
Inscription shall properly identiff the equipment controlled.
F. Safefy warning signs shall be furnished and installed at each door entering a
substation building. Safety warning signs shall be furnished and installed at each
motor or equipment subject to automatic or remote start.
G. All indoor lighting panel circuits shall be typed on circuit directory card in panel
door. Outdoor lighting panels shall have phenolic tags for each circuit.
H. All power and multiconductor confrol cables shall carry cable numbers at the
origination and termination and at junction points in between, including pull
points and manholes. Markers shall be Almetek lndustries E-Ztagpolyethylene
markers. Power cables shall also be identified with color-coded phase tags at ends
and manholes.
I. Motor and conhol cables shall have the individual wires labeled utilizing
Raychem TMS marking system or Brady self-sticking wire markers covered with
clear heat-shrink material. This shall be done at each end.
J. The system phasing of switchgear, transformers, and motor control shall be
marked with notations A, B, and C. For new construction, it shall read from left to
right, front to back, top to bottom when standing in front of the switchgear or
motor control. Marking shall be made utilizing permanent adhesive markers
approved by Owner/Engineer. Brady Type l5 series black and yellow
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indoor/outdoor markers of 1-inch minimum height are normally suitable.
1.7 EQUIPMENT AND POWER SYSTEM
A. Motor control centers will have modified NEMA Type B wiring installed,
including all control equipment wired to terminal blocks. The Contractor shall
make field run connections to terminals and shall extend and connect power wires
for the motor to the starter contactor lugs.
B. Motor control centers will include fuses, circuit breakers, and motor overload
heaters. The Contractor shall determine that the overload heaters provided do not
exceed the actual motor full-load nameplate rating by more thanl0 percent. Any
incorrect sizing of fuses, circuit breakers, or overload heaters shall be brought to
the attention of Owner/Engineer's representative.
C. Starters for 120-volt motors shall be air break, manually operated, across-the-line
type provided with overload protection.
D. Push-button stations at motors located in hazardous areas shall be factory-sealed
type.
E. Dual voltage motors are not to be fumished. The Contractor shall notiff the
Owner/Engineer representative if dual voltage motors are received. The
Owner/Engineer representative will make a decision on what action should be
taken.
F. All transfortners, switchgear equipment, and motor control centers shall be set
level and true to grade, installed as shown on the drawings, and shall be securely
bolted in place when required.
LIGHTING AND RECEPTACLE SYSTEM
A. Contractor shall locate and install luminaries or lighting fixtures to avoid conflicts
with ductwork, piping, steel structures, cable tray, equipment, or other items
which could cause deep shadow areas.
B. Lighting power hansformers mounted in contuol rooms and offices shall be
provided with vibration eliminators. Outdoor transformers, 15 kVA and less, shall
be epoxy encapsulated and totally enclosed.
C. Power receptacles in classified areas shall be factory sealed.
D. Switch and receptacle cover plates used on outlet boxes in buildings, such as
substation, shop, or generator buildings, and classified as nonhazardous areas
shall be sheet steel cadmium-plated or stainless steel. This does not apply to
control rooms or office buildings.
1.8
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F.
Lighting fixtures and receptacles shall be supported and aligned properly for
optimum distribution of light. The,Confractor shall furnish and install all support
brackets, clamps, and hardware necessary for permanent, safe hanging of the light
fixtures and receptacles.
All lighting fixtures shall be clean at the time of final inspection. All incandescent
lamps shall be relamped with 13O-volt severe service lamps immediatelyprior to
furnover.
RACEWAY SYSTEMS
A. General
All exposed conduit and cable tray shall be run parallel or perpendicular to
walls, ceilings, pipe racks, or other structural members. Conduit and cable
tray shall not interfere with the use of ladders, passageways, doorways,
overhead cranes, monorails, equipment removal areas or working areas,
and in no case shall conduit or cable hay routing present a safety hazard or
interfere with normal plant operating procedures. A minimum overhead
clearance of 8 feet 0 inches shall be maintained in passageways.
Explosion-proof seals shall be installed in all conduit runs crossing,
entering, or leaving a hazardous area in accordance with the NEC. The
exact location of seals as required between adjacent areas shall be
determined bythe Owner/Engineer and as shown on the drawings.
Joints in galvanized conduit and corurections to condulets shall be made
using Crouse-Hinds STL lubricant or Thomas and Betts Kopr-Shield. Atl
new threads shall be completely covered to prevent rusting.
Where necessary, conduit couplings or condulet unions shall be used. No
"running thread" will be permitted.
Conduits shall be cut square, and all ends must be reamed to eliminate
sharp edges. Conduits must be threaded with a minimum of 5 full threads.
All temporary ends of conduit or underground duct shall be plugged
during construction to prevent moisture or rubbish from entering. If
foreign materials are allowed to enter the conduit or ducts, they shall be
removed at the Contractor's expense.
Bends in rigid conduit may be made with prefabricated elbows or formed
on the job. In general, the radius of curvature of elbows shall not be less
than six times the outside diameter of the conduit. No bends of PVC
conduit shall be permitted.
Contractor shall furnish and install all fittings, boxes, supports, etc.,
1.9
l.
2.
3.
4.
5.
6.
7.
8.
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necessary for the complete raceway systems as shown on the drawings and
as required by the Code.
9. All fittings installed in conduit runs shall be of such size that the
conductors maybe pulled through without undue strain or injury.
10. The Contractor shall inspect all conduit before installation. Any conduit
which has a rough inside surface or has a sharp ridge where the conduit
has been welded shall not be installed"
I l. Some areas may be classified as Severe Corrosion. In these areas, conduit
and fittings shall be PVCcoated steel or fiberglass conduit or PVC conduit.
B. Underground Duct
1. Minimum conduit size shall be I inch unless otherwise indicated on the
drawings. AII conduit shall be rigid hot-dipped galvanized steel in sizes
less than 2 inches. For sizes 2 inches and larger, PVC conduit may be
used.
All underground conduit shall be installed on plastic spacers or rebar
supports as shown on the drawings. These vertical spacers shall be
anchored to the ground to prevent the duct bank from "floating" when
concrete is poured. The duct bank shall be run in straight lines between
manholes and/or bends at the spacing specified in the drawings. The
horizontal members shall be run at a constant elevation or constant slope
as required by the installation. Conduits installed on these supports shall
be run shaight and true with no pockets and no bends, except at corners as
shown or where approved by Owner/Engineer. AII conduits shall be
secured to each support prior to installation of the concrete envelope. The
bottom spaces on the duct bank shall be designed and installed to allow
concrete to fill in below the bottom conduits.
Trenches excavated below the required depth shall be brought to the
required grade using approved compacted fill material.
In rocky areas, selected rock-free backfill shall be used to pad the bottom
of the trench from a depth of 4 inches below concrete envelope.
ln underground duct runs, PVC conduit will be used where shown on the
drawings. The PVC conduit shall be Schedule 40 as manufactured by
Carlon, unless approved by Owner/Engineer. Longitudinal rebar shall be
installed the length of the duct bank as shown on the drawings to provide
additional shear strength.
2.
4.
5.
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PVC conduit shall be used for stoaight runs only. Bends of any degree shall
be made with rigid galvanized steel conduit only, using only long radius
elbows.
All underground conduit shall be encased in a rectangular sleeve or
envelope of red-colored concrete of sufficient size to provide a minimum
of3 inches ofcover on all sides ofeach conduit or conduits encased unless
otherwise shown on the drawings. Compressive strength of concrete shall
be 3,000 psi at 28 days. The top of the concrete envelope shall be a
minimum of 2 feetbelow grade, unless otherwise shown on the drawings
or approved by the OwnerlEngineer representative. Concrete shall be
colored red with a minimum of 5 pounds of red iron oxide added to each
cubic yard of concrete.
The contractor shall give owner/lEngineer representative a minimum of 4
hours' notice prior to ordering the concrete for the envelope above.
Owner/Engineer representative shall inspect the duct installation. The
installation of the concrete shall not be made until approval is obtained by
Owner/Engineer. The Owner/Engineer representative shall be notified
when the concrete is being installed to allow him to witness the procedure.
Care shall be taken during installation of the concrete so as not to disturb
the conduit installation- Damage or misalignment due to the installation of
concrete shall be repaired at the Contactor's expense.
The contractor shall pull a full-size mandrel through each conduit in the
duct the entire length. If the mandrel encounters obskuctions, the
conhactor shall repair or replace the duct system. If no! the contractor
shall install a pull string in each duct and tie the strings offin each
mantrole. The Contractor shall advise the owner/Engineer representative
of his schedule to do this work so Owner/Engineer representative may
witness this check-out.
C.Conduit--Aboveground
Minimum conduit size shall be3/4 inch unless otherwise indicated on the
drawings. All metallic conduit shall be rigid hot-dipped galvanized steel
unless shown otherwise on the drawings or conduit and wire schedule.
All aboveground conduit may be installed on existing pipe stanchions and
other existing structures or on Contractor-furnished conduit supports
approved by Owner/Engineer representative.
6.
7.
8.
9.
10.
l.
2.
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3.All outdoor conduit cormections to cabrnets, NEMA Junchon boxes, erc.,
for unclassified areas, shall be made with Myer Scru-Tite hubs. For
unclassified indoor locations, grounding locknut and bushing conduit
entrances may be of the double locknut type unless shown otherwise.
Bushings shall be insulating type and shall be provided with caps to
protect the interior of the conduit system during construction. Bonding,
where necessary, shall be accomplished with bonding bushings or with
bonding jumpers.
All conduits shall be installed with a minimum clearance of 4 inches from
any surface which is to be fireproofed. Contractor shall determine these
areas with Owner/Engineer representative before conduit is installed.
All seals and drains shall be manufactured by Crouse-Hinds or Appleton.
All conduit fittings, such as LB, T, LL, etc., shall be Appleton Form 35
Unilets or Crouse-Hinds Form 7 condulets in nonhazardous and Division 2
areas. In Division 1 areas, fittings will require approved threaded @vers
such as the GUA type by Crouse-Hinds or Appleton.
L, LB, T, etc., fittings may be used for 90 degree turns at circuit voltages
of 600 volts and below, except conductors 4/0 AWG and larger shall
require LBD fittings or may require individual conduit run junction boxes
in order to allow sufficient cable bending radius.
All4,160 volt and above circuits shall be provided with Appleton PTB or
PTC fittings or Big-Bend pulling elbows as manufactured by Curlee, a
subsidiary of Thermon Manufachring Company. Where pull boxes are
used, sufficient room shall be allowed for cable bending radius per NEC.
Expansion fittings with copper bonding straps shall be installed in straighf
above-grade conduit runs at a minimum of 200 feet center to center, if
conduit run is 300 feet or further (4-inch expansion both ways). Conduit
expansion fittings, unless otherwise specified, shall be OZType,'AX" or
"EX" or Crouse-Hinds Type "XD."
Conduit runs shall be so installed as to avoid proximity to steam, hot
water, and process pipes and hot surfaces in general. Minimum allowable
distance between conduit and such pipes and surfaces shall be (l) as
shown on the drawings or (2) as determined by the Owner/Engineer, (3) in
general, not less than 12 inches for parallel runs and 6 inches at crossings,
and (4) no closer than 2 inches of an insulated pipe. Runs parallel to hot
surfaces shall be avoided insofar as practicable.
4.
5.
6.
7.
8.
9.
10.
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11. The maximum number of 90 degree bends or equivalent between pulling
points in any conduit run shall be four. Pull and junction fittings and/or
boxes shall be provided as necessary to satisff this requirernent.
12. Each and every pull point will not be shown on the drawings. Pull points
shall be provided as required to permit the cable to be installed in the
conduit systems without damage to the cable. Pull fittings shall be used
when individual conduit runs exceed the equivalent of 300 feet straight run
(each 90" bend shall be equivalent to 50 feet).
13. The use of threadless couplings and connectors will not be permitted.
14. Conduit systems shall be installed in such a manner as to minimize the
accumulation of moisture at low points and pockets. If low points and
pockets are unavoidable, provide a conduit fitting at the low point with a
conduit plug with 3/16-inch hole or Hayco vent plug VP-l000.
15. cutting or burning struchral mernbers to make way for conduit is
prohibited, except with the approval of the Owner/Engineer representative
for a specific case.
16. The component parts of conduit systems shall, in general, be of like
material. Where dissimilar metals are used together, suitable provisions as
approved by the Owner/Engineer representative shall be made to prevent
galvanic action.
17. Union fittings shall be installed at threaded hub conduit terminations and
elsewhere as needed to facilitate the installation of conduit runs. Union
fittings shall be installed with tightening ring at top.
18. conduit shall be supported in such a manner as to offer minimum
interference to other installations. conduit may be supported from
uninsulated process piping provided:
a. No other skuctural means of support is available.
b. The process fluid temperature does not exceed 150"F.
c. The drawings allow this type of support.
19. Acceptable supporting and clamp-like materials for exposed conduit
include one-hole clamps and clamp backs, suspension pipe rings, Koms or
KindorflSteel city clamps in sizes I llz inch and smaller, "J" and "Uu
bolts, structural steel frames and trapezes, and Unistrut and similar
materials. Perforated steel tape, stamped steel two-hole straps, and other
materials of like nature shall not be used- one-hole clamps in sizes 2
inches and larger shall not be used where the weight of the conduit is
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supported by the clamps. Expansion anchors in concrete, where used, shall
be set in accordance with the manufacturer's specifications.
20. Exposed conduit shall be run straight and true to structure lines and shall
be rigidly supported between couplings, and on either side of bends, at
terminations and fittings._Conduit in damp locations or outdoors shall be
exposed to the air on all sides and shall not be installed tight against walls,
ceilings, and structural members, etc. Use clamp backs and/or offsets as
necessary to maintain uniform clearances.
21. All conduit risers shall be clearly identified with a stainless steel tag
securely fastened to the conduit with a stainless steel tie wrap. The tag
shall show the conduit number as indicated on the Conduit and Wire
Schedule. The lettering or numbering shall be die-stamped.
. 22. All conduit fittings shall be installed with covers on side where possible
for easy access.
D. Classified Area Seals, Drains, Unions
1. Sealing and draining of conduits in classified areas shall be in accordance
with NEC Article 501-5 and this specification.
2. Conduits coming from underground shall be sealed as follows:
a. Conduits which run underground from Class I, Divisions 1 and 2,
locations to nonhazardous locations shall be sealed with an
explosion-proof seal. Seals shall be located before the first fitting
where the conduit emerges into the hazardous location.
3. Each conduit entering a process unit conhol house shall be sealed. This
requirement applies to conduits carrying thermocouple extension and other
signal wires as well as those carrying control and power wiring. Conduits
entering from underground shall be sealed with an explosion-proof seal at
the point where they go underground. Conduits entering aboveground shall
be sealed with an explosion-proof seal outside the building wall at the
point of entry.
4. Drain fittings and drain and seal fittings shall be explosion-proof where
required by the area classification.
5. Explosion-proof enclosures shall have explosion-proof breather and drain
fittings, Crouse-Hinds Type ECD-I 8.
6. If unions and explosion-proof seals are used as conduit entrances to
enclosures, the unions shall be explosion-proof and shall be located
between the seal and the enclosure. (The seal must be within 18 inches of
the enclosures.)
7. Conduit sealing and drain fittings shall be installed where required by the
Code and/or as shown on the plans. All seal fittings shall be checked
against manufacturer's information to assure that they are of the proper
tj"e for their location in the conduit system. Seals shall be properly
packed to insure wires passing through the seal do not touch each other or
the seal body.
8. Following complete inspection, check-out, and testing by Contractor and
after acceptance of the electrical circuits by the Owner/Engineer
representative, all conduit sealing fittings involved with the entire conduit
system shall be sealed. Sealing compound shall be that which is approved
for the use by the seal manufacturer. Sealing shall be completed only after
thorough inspection and testing of circuits have been completed. After
seals have been poured, the outside shall be spray-painted with a visible
color to indicate completion. Any seals found improperly poured or
packed shall be replaced by the Contractor at his expense.
E. Flexible Metal Conduit Installation
1. The use of flexible conduit shall be limited to short runs where flexibility
is necessary or desirable. Maximum length shall be limited to l8 inches
except for lighting fixtures or as shown on drawings.
2. Flexible conduit shall be cut square with a hacksaw using a cutting jig
which does not deform the conduit. Cut surfaces shall be coated with rust
inhibitor immediately after cutting.
3. The connections where flexible conduit are allowed are shown on the
drawings. Other locations are allowed only if approved by
Owner/Engineer.
4. The use of flexible conduit will not be accepted as justification for poor
conduit alignment or installation.
5. Flexible conduit shall be formed from a single galvanized steel strip,
spirally wound and interlocked to produce a flexible tube. Liquid-tight
flexible metal conduit shall be similar with a moisture and oil-resistant
spthetic outer jacket and a continuous copper bonding conductor wound
spirally between the convolutions and shall be Anaconda American Brass
Owner/Engineer "Sealtite" conduit, Type UA, or Compariy-approved
equal. Liquidtight flexible conduit shall be suitable for Class I, Division 2,
and Class II areas only.
6. Connectors for nonliquid-tight flexible conduit shall be of steel, brass, or
malleable iron, galvanized, and of'a design which will positively preserve
grounding continuity.
7. Connectors for liquid-tight flexible conduit shall be liquid-tight tlpe of
steel or malleable iron, galvanized, and shall be as manufactured
specifically for the purpose by the Thomas & Betts Company, Appleton
Electric Company, or O-Z Gedney Company and shall positively preserve
ground continuity.
8. For Class I, Division I, areas, flexible connections to equipment shall be
made using Appleton Tlpe "EXLK" or Crouse-Hinds Type "ECLKU
flexible fittings unless shown otherwise on the drawings.
F. PVC-Coated Conduit
1. PVC-coated, rigrd galvanized steel conduit shall be supplied when
specified. PVC coating shall have a thickness of no less than 40 mils and
. shall be Plasti-Bond by Robroy lndustries.
2- PVC-coated conduit fitrtings, elbows, and clamps shall be from the same
manufacturer with the same coating.
3. PVC-coated conduit requires special care to minimize damage to the PVC
coating during cutting, threading, bending, and installation. Contractor
shall install conduit in accordance with manufacturer's recommended
installation procedures.
4. Contractor shall be responsible for providing strap wrenches, cutting dies,
vises, and other special tools required to install PVC-coated conduit.
Standard pipe wrenches, chain wrenches, or channel locks shall not be
used.
5. PVC-coated conduit shall be supported with PVC-coated clamps, straps,
hangers, and supports.
6. All PVC-coated conduit and fittings that have teeth marks, cuts, nicks, or
are otherwise damaged shall be repaired by coating damaged area with a
PVC touch-up compound. Spray-type compound is not acceptable.
7. All screws, bolts, nuts, washers, and similar hardware shall be stainless
steel.
G. Electrical Metallic Tubing (EMT)
1. EMT shall be used only indoors in buildings in unclassified areas" EMT
shall not be embedded or encased in concrete.
2. The minimum size of EMT permitted shall be ll2 inch.
3. When concealed in building partitions, EMT shall only be installed
vertically from outlet, telephone, or switchbox to ceiling area. No
horizontal concealed EMT runs are permitted.
4. Use insulated connectors and end bushings with EMT to prevent abrasion
of wires and provide electrical continuity for conduit system grounding.
lnsulating inserts shall be thermoplastic and locked into the steel body of
the connector or bushing.
5. EMT couplings shall be compression-type Crouse-Hinds Catalog No.
VnV66Z or equal.
1.IO CABLE TRAY
A. Material
Cable trays shall be fabricated and constructed in accordance with these
specifications. The complete tray system shall be constructed of
aluminum, stainless steel, hot-dipped galvanized steel, or fiberglass.
Cable trays shall be furnished as a system and shall include all the
necessary nuts, bolts, washers, clips, expansion joints, hanger or support
clips, and splice and jointing plates required for complete assembly of the
system. Nuts, bolts, and washers shall be stainless steel. Bolts with
serrated shanks or carriage bolts shall be furnished and used for assembly.
The basic length of each section shall not be less than the distance between
supports, and side rail height shall not exceed 6 inches. A section oftray 4
feet longer than the first span shall be used to start each tray run.
Cable trays shall be of the ladder type with rungs spaced on 9-inch centers
or less, unless otherwise specified.
Cable tray connectors, expansion joints, and splice plates shall be capable
ofjoining tray sections in such a manner as to not diminish the rated load
capacity in vertical or horizontal plane.
Tray system shall be provided with expansion joint for each 100 feet of
continuous run of tray.
t.
2.
3.
4.
5.
6.
7. Tray divider barriers, where specified, shall be furnished of the same
material and finish as required for the tray and shall be of the same height
as inside dimension of tray. Barriers shall not be less than l6-gauge
material and shall be provided with clips or hardware for securing to inside
of tray on approximate 3-foot intervals.
8. Tray manufacturer shall provide marking to show the identity of each item
fumished and shall provide erection drawings showing the placement of
the individual items in the tray system, together with pertinent installation
instructions and details.
9. Tray covers, where specified, shall not be less than 16-gauge materials and
shall be provided with hold-down hardware.
B. Installation
1. The cable tray system shall be capable of supporting a static load (cable
and tubing bundles) of 45 pounds per lineal foot when installed on a
maximum span of 20 feet unless other loading is specified.
2. Tray installation shall not exceed an actual span deflection ratio of 11200
for continuous beam installations and 1/150 for end spans-
3. Tray must also be capable of supporting a 200-pound live load without
failure or pefinanent distortion of members or components when fully
loaded.
4. Do not provide tray with cantilever or floating end. Continue tray until a
support can be secured.
5. Tray supports shall be located so that all splice connections between
horizontal sections of tray runs are located at the quarter point of the
supported span.
6. Hold-down clips and support fitting shall be provided at each support
point shown on the drawings.
7. The cable tray system shall be capable of withstanding a horizontal wind
force of25 pounds per square foot at 60"F.
8. Expansion guides shall be used at each support point, except where trays
are hung with rods. Trays shall be hung on rods with 10-foot spacing
inside buildings.
9. Aluminum cable tray shall have all connection points between sections
treated with Penetrox or equal, an anticorrosion compound, to insure
grounding continuity.
10. Aluminum cable tray shall be insulated from steel support sfucture with a
nylon pad or similar approved insulation material at each support point.
I 1. Power cables shall be installed in such a manner as to provide uniform
spacing equal to ll4 to I cable diameter. This can be accomplished by
placing the respective conhol cable for each motor power cable
immediately adjacent to it and between power cables. This should present
a system that has alternate power and conhol cables placed adjacent to
each other.
12. Cables shall be placed in trays in a neat order starting at one side of the
tay.
13. Cable systems of different voltage classes shall be placed in separate hays
as indicated on the drawings. For instance, instrument electronic cable
shall not be placed in the same hay as power circuits.
14- lnstrument cable shall be placed at the most remote part of the tray system
and a minimum of 2 fe,et from any power cable.
15. The Contractor shall be responsible for maintaining the proper cable
routing and fill so as to present a neat, functional cable tray system.
16. Two-conductor and three-conductor control and instrument cables shall be
bundled after entering the tray system.
17. When specified, a No. 2/0 or No. 4/0 insulated (green) copper ground wire
shall be installed in the tray systern. This ground wire shall be connected at
each ground rod location where shown on the drawings.
18. When specified, tray shall be bonded to the ground bus at every second
column with a minimum No. 2 AWG copper TW jumper wire. [n no
instance shall the spacing of bonding jumpers exceed 50 feet.
1.I 1 BREATHERS AND DRAINS
A. Enclosures for the following equipment shall be provided with drains or drains
and breathers if the equipment is located other than in a closed building:
1. Panelboards.
2. Air break switches and circuit breakers (except outdoor switchgear control
centers).
3. Air break contactors, motor starters, and control relays (except outdoor
control centers).
o
4. Junction and splice boxes (except conduit fittings of the same size as the
conduit, motor terminal boxes, and boxes in lighting branch circuits and in
convenience and welding outlet circuits).
B. Other enclosures not covered in paragraph l2.l shall have drain holes or openings
in the underside of the enclosure (protected from rain and dripping liquids)
located to insure draining all liquids which are happed within the enclosure.
Openings larger than 3/16 inch in diameter shall be screened.
C. Vertical conduits located outdoors or which enter equipment or device enclosures
shall have low point drain fittings.
D. Vertical conduits entering buildings shall have drain fittings to prevent liquids
collected in the conduits from entering the building conduit system.
I.I2 WIRE AND CABLE
A. All wire and cable shall conform to the requirements of the latest revision of the
NEC, ASTM, and ICEA publications and shall be in accordance with the standard
specifications, drawings, and this specification. All wire and cable shall be
manufactured by General Electric, General Cable, Okonite, Rome, ITT Royal,
Anacond4 or Company-approved equal.
C.
All wire and cable shall have the size, gpe of insulation, voltage rating, and
manufacturer's name perrnanently marked on outer covering at regular intervals.
$ingls pair instrumentation cables shall be shielded. Multipair cables shall be
overall shielded.
AII wire and cable shall be delivered to the job site in standard coils or reels with
approved tag noting length, wire size, insulation t1pe, and manufacturer's name.
The minimum size wire to be used forpower, contol, and lighting circuits shall
be No. 12 AWG. Lighting fixture wire will be No. 14 AWG, NEC Type SF-2.
lnstrument circuits are tlpically l6 AWG unless shown otherwise.
All 600-volt single conductor wire in conduit shall be @pptr, Class B shanding,
and NEC Types THWN for No. 8 and smaller and XHHW for No. 6 and larger,
unless otherwise indicated on the drawings.
RTD leads shall be No. l6 AWG stranded triplex shielded, cabled with jacket.
Wire color code for single conductors shall be as follows. Where colors are not
available in the sizes required, the conductors shall be color coded with a
minimum of two wraps of Scotch No. 35 color coding tape.
B.
D.
E.
F.
G,
H.
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Circuit Tyge Color
5/15-kV power Phase A Black with brown tape
Phase B Black with orange tape
Phase C Black with yellow tape
480-volt power Phase A Black with brown tape
Phase B Black with oranee tape
Phase C Black with yellow tape
Motor control Terminal I Red
T2OYAC Term nal2 Blue
Term nal3or4 Black
1201208 volts Phase A Black
Phase B Red
Phase C Blue
Neutral White or sreY
Groundine Green
I. No white wires shall be used in the system except for neutral conductors. Other
wire colors shall be used where shown on the drawings for various circuits and
alarm wiring.
1.T3 WIRING INSTALLATION
A. Except for lighting and receptacle circuits, splicing of wire will be restricted as
ouflined in 14.15. Splicing will be permitted only in permanently accessible
junction boxes or splice boxes, as shown on the drawings. Accessible junction
boxes are those at an elevation no greater than 5 feet above grade.
B. Splices for lighting and receptacle circuits must be made at condulet fittings or
other suitable boxes with covers, but there is no restriction on height of these
fittings.
C. lnstallation of multiconductor cables shall be made with no splices for 480-volt or
5-kV service. Multiconductor cables for control and instrumentation may be
spliced only at approved terminal strips in permanently accessible junction boxes.
D. The 5- and 15-kV cable shall be spliced only where shown on the drawings or as
approved by the Owner/Engineer.
E. Conduit systems and enclosures shall not be left open, nor shall wires and cables
be exposed to moisture or damage during installation or storage.
F. Ends of all conductors not immediately connected to equipment shall be protected
from damage and sealed to keep out moisture. Ends of 5- and l5-kV cable and
G.
H.
multiconductor cables shall be sealed with Raychem Type EC heat-shrink caps.
All wire and cable installed in panelboards, wireways, etc., shall be neatly
grouped, formed, and laced with nylon tie wraps to provide a neat and orderly
appearance.
All wires shall be marked at all termination points with numbers as shown on
drawings. wire marking system shall be Raychem TMS sleeves or Brady self-
sticking wire markers.
All conductor runs not used or connected shall be taped and tagged as spare at
each end.
All wiring shown on the drawings shall be terminated by this contractor
according to the connection drawings and point{o-point drawings.
Immediately after wire or cable has been pulled into a conduit, all condulet fitting
covers, seal covers, equipment, and junction box covers shall be put into place
and tightened to prevent entry of moisture, dirt, etc.
Each individual wire color shall be consistent throughout the entire length of its
circuit.
Wire pulling lubricants shall be used oh all circuits with insulation rated at 600
volts or less where the wire size is No. 4/0 AWG or larger and on all cables with
an insulation voltage rating greater than 600 volts. Multiconductor cables having
an oD of 0.75 inches or larger shall require pulling lubricant. wire pulling
lubricants shall be in accordance with the requirements of underwriter's
Laboratories, Inc., applicable to the specific conductor or cable insulation and
raceway material. Consideration shall be given to use of lubricant for smaller sizes
of wire, especially where the number of conductors approaches the maximum
allowable conduit fill. Ideal 77 lubricant shall not be used on any pulls.
where lubricant is used, it shall be applied by swabbing through the entire
wireway prior to pulling the wire to achieve complete intemal coverage. It shall
also be applied to the conductors as they are installed in the wireway.
On underground cable pulls requiring pulling lubricants, as outlined above, the
contractor shall use Polyvater Type J or Greenlee Green 80 wire-pulling
lubricant.
Contractor shall use Polywater J in all instances except inside substation buildings
and control rooms where cleanup is essential; in these cases, Polywater G shall be
used.
J.
K.
L.
M.
N.
o.
No wire or cable shown on the drawings shall be pulled until the entire conduit
system between terminal points for the wire or cable has been completed. Wire
and cable shall not be allowed to remain exposed to the weather.
The necessaryjoints and connections of wires and cables shall be installed as
follows:
1.Lighting and 120-VAC power circuits shall utilize Buchanan solderless
splice caps, Catalog No. 20065 and 201I S for wiring in sizes No. 10
AWG and smaller. Splices shall be covered using Scotch No. 88 tape. For
lighting circuits utilizing wire of No. 8 AWG and larger, mechanical
hydraulic compression lugs shall be used. Branch circuit wiring
connections inside individual fixtures may utilize 3M twist-on connectors.
Connections of branch circuit conductors to 120- and 460-volt motors
shall be made by first installing mechanical hydraulic compression ring
tongue lugs to branch wiring and motor leads. The ring tongue lugs shall
be bolted together using brass or silicon bronze alloy hardware. The joints
shall then be insulated utilizing 3M Scotch 2510 varnished cambric
nonadhesive tape. If required to make a void-free, smooth-joint, 3M
"Scotchfil" insulation puffy or Plymouth Slipknot, filler tape shall be
utilized with a layer of insulation tape. A layer of Scotch 88 shall then be
applied over the filler material. A final layer of Scotch 33 vinyl tape shall
be applied over the Scotch 88 insulating tape to keep the Scotch 88
insulating tape from vulcanizing to the enclosures.
connections of branch circuit conductors to 2,300- and 4,160-volt motors
shall be prepared in a similar manner to 460-volt motors above. The
insulation method shall be Raychem MCK heat-shrink termination instead
of tapes.
Splices of 600-volt conductors for 480-volt service shall generallybe
avoided. When required, the conductors shall be connected using
mechanical hydraulic compression-type sleeves which are then insulated
utilizing Raychem heat-shrinkable splice kits. Terminations of 600-volt
conductors in 480-volt service shall be made in the same manner as above,
unless the conductors terminate at a breaker, starter, or other device where
suitable mechanical compression lugs are provided. T-fype taps shall be
avoided unless specifically approved by Owner/Engineer.
Splices and terminations of 5-kv-shielded cables shall be made utilizing
Raychem heat-shrinkable HVS and HW packaged kits following the
manufacturer's instructions for the specific type of cable being utilized. All
splice and termination connectors shall be mechanical hydraulic
compression type.
2.
J.
4.
5.
P.
a.
R.
S.
T.
6. Splices in control and alarm wiring shall not be permitted, either in
conduit, conduit bodies, junction boxes, device boxes, or elsewhere unless
specifically approved by Owner/Engineer. All junctions for this type
wiring shall be made at screw-type terminal blocks located in accessible
junction boxes or at screw-type terminals at control stations or auxiliary
control devices. Wiring terminating on these screw-type terminals shall
utilize snapspade, compression lugs which are to be installed utilizing
ratchet-t1pe compression tools. Lugs shall be manufactured by 3M
(Scotch), T&8, or Burndy. Compression tools shall be by the same
manufacturer as the lugs.
7 . Connections of cables with lugs may be attached to flat copper bus
surfaces in equipment. These surfaces are often silver plated. The
Contractor shall not use chemicals or abrasives which will damage the
silver plating.
Cables shall be pulled into tray system using cable pulling blocks located to not
impose pulling loads on the tray system. Pulling rollers shall be attached to the
trays at suitable intervals to prevent the cables from dragging on the tray rungs.
Cables shall be laid in the trays in a neat, uniform manner.
When located in cable tray, cables in general shall be secured to tray rungs at
approximate 6-foot intervals by the use of Tyraps. Tie vertical cable runs to tray at
not over 3-foot intervals and at all takeoffpoints. Attachment shall be made by
T&B Tyraps, self-locking, Nos. ry525MX or TY527MX (or equal), installed
after cable has been arranged for uniform loading. Secure each cable at closest
rung when entering or leaving tray.
Cables on cable tray in the substation and control building shall be run parallel
with building and equipment feahres. Cables shall be installed in the tray in a
neat and orderly manner, avoiding twisting or cross-over as much as possible.
Control, RTDs, and alarm wires terminating at junction boxes, relay panels,
control panels, etc., shall be installed to break out of the bundle adjacent to the
terminal to which it is to be attached. Bundles shall be laced with nylon spiral
wrap or T&B Tyraps or approved equal.
lnsulated wire and cable shall be installed in accordance with manufacturer's
recorlmendation. Maximum wire tension, maximum insulation pressure, and
minimum bending radius shall not be exceeded. The maximum pulling tension
when using a pulling eye shall be 0.008 pound per circular mil of copper
conductor but shall not exceed 3,000 pounds in any case.
Where cable is shown on the drawings to be pulled into duct banks, it shall be the
Contractor's responsibility to pump out water from the manholes and duct banks if
it has been allowed to enter. Prior to pulling cables, the Contractor shall
U
thoroughly clean the ducts to be used by flushing, wire brushing, pulling mandrel
and/or rags, and other appropriate means.
V. All cables and conductors must be in a single continuous length between field
devices and MCC, control panels, or equipment termination without "rururing
splices" in tray, conduit, intermediate pull fittings, or junction boxes.
W. Termination of wire at terminal blocks may be by bare wire if the terminals are
clamp-t1pe suited for this type of connection. This type of connection at terminal
blocks should not be by design but only as a result of vendor-furnished
equipment
X. Not more than two wires shall be installed to one screw terminal or terminal block
point.
Y. Where riot specified on the drawings, terminal blocks for power wiring shall be
Allen Bradley 1492-CE2 or Buchanan 0243XX.
Z. Where not specified on the drawings, terminal blocks for control wiring shall be
Allen Bradley 1492-CD3 or Buchanan 0521 or P0621.
AA. All 5- and l5-kV cables at each manhole shall be arranged in such away that at
least two large radius 90 degree bends are provided along the walls to take care of
expansions and contractions that may result from the variation in load or
temperature on the conductors. Cable routing in manholes shall be reviewed with
the Owner/Engineer for final approval.
BB. Where cables, other than the 5- and l5-kV cables, come into the same manhole,
place the 5- and l5-kV cables near the center and any low voltage or control
cables above or below power cables.
CC. Contractor's planned pulling method, equipment, and end locations must be
approved by the Owner/Engineer. Always arrange the pulling operation so that the
cables are fed in at the end nearest to the sharpest and longest curves.
DD. The 5- and l5-kV cables shall be pulled using a grrp over the outer covering in
addition to the conductor eye connection to prevent any slippage of one with
respect to the other.
EE. The 5- and 15-kV cables shall be continuous length without splices. However,
where unavoidable or where needed to prevent conductor elongation due to
estimated pull-in forces above recommended values, splices will be made. Splice
locations, materials, and methods shall be discussed and approved by the
Owner/Engineer. Where splices are required, Raychem HVS-packaged kits shall
be used.
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FF. For all 5- and l5-kV cable terminations (at transformer bushings, switchgear lugs,
motor connections, etc.), after Raychem HVT terminators have been installed and
connected, cover live uninsulated parts of cable lugs and bushings in the
following manner.
l. Overwrap live parts with one layer of ll2-lapped Vamished Cambric.
2. Fill voids in stud connector using 3M "Scotchfil" insulation putty or
Plymouth slipknot filler tape.
3. Cover entire termination with 3M Scotch l30C high-voltage rubber
splicing tape per manufacturer's instructions.
4. Cover l30C with a minimum of two layers of 3M Scotch 88, l/2-lapped.
5. Cover entire termination with 3M Scotch 70 silicon rubber tape per
manufacturer's instructions.
The above taping shall be done after all testing and phasing has been completed
and just prior to energ1zingthe systern to eliminate the need to repeat the work as
much as possible.
O t.t4 .'ERHEAD ELECTRT. LrNES AND poLES
A. The Contractor shall install these facilities in accordance with the drawings and
the National Electrical Safety Code.
B. Wood poles set in solid ground on straight runs shall have the following minimum
pole setting depths:
Pole
Height (Feet)
Depth of
Butt-In Ground (Feet)
20 5
30 5.5
40 6
50 7
60 8
For poles set at line comers or in soft ground, the above depths shall be increased
by I foot and other supports may be required
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1.I5 GROTINDING SYSTEMS
A. Connections of the appropriate ground taps to the equipment shall be the
responsibility of this Contractor and shall be as shown on the drawings.
B. Ground rods shall be installed with tops of rods a minimum of 1 foot below grade.
C. Main ground loop of No. 4/0 bare-stranded wire shall be installed between ground
rods. Equipment ground taps of Nos. 4 artd2l0 groundwire shall be installed by
Contractor, as shown on the drawings.
The Contractor shall give special attention to the grounding of service equipment,
skuctures, and fences to comply with the NEC, local authorities, and the serving
utility company.
Ground resistance to earth shall be 5 ohms maximum. Maximum resistance
between equipment and ground system shall be I ohm. Notiff Owner/Engineer if
values are exceeded.
All below-grade grounding comections, except at ground rods, shall be by a
thermal process or Ampact ground compression corurectors as detailed on the
drawings. All above-grade grounding connections shall have mechanical
connectors as shown on the standard details. Thomas and Betts and Bumdy
compression ground connectors are also acceptable.
Ground connections to equipment shall be visible for inspection and shall be
protected by PVC nonmetallic conduit where concrete foundations or paving are
penetrated.
Connections to motor frames and ground buses shall be made with lugs attached
to the equipment by means ofbolts or as detailed on the drawings. Motor anchor
bolts and equipment housing bolts shall not be used for fastening lugs of
grounding cable.
Shielded control cable shall have the shield terminated and grounded at one end
only, preferably at the control panel end for instrument and communication cable
and at the supply end for electronic power cables. Shield continuity shall be
maintained byjumpering the ground shield across connection point where it is
broken atjunction boxes, etc.
The neutral secondary winding of all lighting, instrument, and control
transformers shall be grounded at the transformer.
Shielded power cable shall havg the shield terminated and grounded at only one
end, preferably at the supply end. Shield wires shall be run back through the
current transformer to ground at one end when the cable is terminated after it
Dasses throueh the CT.
D.
E.
F.
G.
H.
J.
K.
I.
I.16 MISCELLANEOUS SUPPORT FOR CONDUIT, JUNCTION BOXES, ETC.
The Contractor shall supply and fabricate supports for conduit, cable tray, junction
boxes, etc., as required for complete installation.
Any damage to the painting following field installation shall be repaired
immediately following damage.
I.I7 EXCAVATION, BACKFILL, AND COMPACTION
The design shall be based on the duct, manholes, and foundations placed on
undisturbed soil of full-bearing value. Therefore, backfilling will not be allowed
in the area directly under the duct or manhole unless specifically noted otherwise
on the drawings.
Prior to excavating in existing process areas, the Contactor shall probe the
perimeter of the area for obstructions. Water jets made of L|2-inch-diameter
tubing shall be pushed into the earth to a depth of 1 foot below the bottom of the
area to be excavated. Spacing between jets shall be 3 inches. As an altemative to
probing, the perimeter shall be hand dug.
Mechanical and/or hand excavations shall be to the elevation shown on the
drawing. The Owner/Engineer representative shall be contacted for instructions in
the event undesirable soil conditions are found to exist at the elevation specified.
Excavations shall be kept free from water until concrete envelope has taken its
initial set.
The initial layer of backfill for trnderground ducts may be placed on the concrete
envelope for the undergrotrnd conduit as soon as concrete has taken its initial set.
Compaction of the initial layer and placing and compacting the rernaining backfill
may start seven days after concrete was poured.
Backfill shall not contain rock, organic matter, trash, or debris.
The 6-inch cushion under area paving shall be clean, washed river sand which
does not contain organic matter, trash, or debris.
Backfill material shall be deposited in uniform layers, not to exceed 6 inches of
loose material and thoroughly compacted to 90 percent Standard Proctor density.
Backfill areas shall be hand tamped for 6 inches of loose cover. Compaction of
additional fiIl shall be by vibration-t1pe compactor. Care shall be exercised to
insure that the concrete strucfures are not damaged during compaction.
A.
B.
A.
B.
C.
D.
E.
F.
G.
H.
I.18 FINISHING AND PAINTING
All support brackets and miscellaneous steel shall be painted in accordance with
the painting section of this specification.
The most recent printing of the Steel Structures Painting Council (SSPC) surface
preparation specifications shall be considered a part of these specifications.
However, these specifications shall govem if more stringent than SSPC
specifications.
Surface Preparation
1.Prior to any other surface preparation, remove detrimental foreign
material, such as oil, grease, soil, and drawing and cutting compounds, by
cleaning in accordance with SSPC-SP 1-63, "Solvent Cleaning."
After completion of solvent cleaning, prepare metal surfaces for painting
or coating by rapidly removing loose mill scale, loose rust, and loose paint
by the impact of abrasives propelled through nozzles or by cenkifugal
wheels in accordance with SSPC-SP 6-63 or NACE No. 3, "Commercial
Blast Cleaning."
AII welding, burning, etc., shall be completed prior to the sandblasting
operation. All flux, spatter, slag, or other laminations left from welding
must be chipped or ground off. Rough welds and other sharp projections
shall be ground smooth.
Sandblast clearring operations shall not be conducted on surfaces that will
be wet after blasting and before coating when the surfaces are less than
5"F above the dew point or when the relative humidity of the air is greater
than 80 percent without permission of the Owner/Engineer.
Sandblast-cleaned surfaces will be coated with one application of specified
primer during the same day as blasted, prior to sundown of that day and
before any visible rusting occurs. Sandblast-cleaned surfaces allowed to
set overnight shall be reblasted prior to priming.
Profile depth of the sandblasted surface shall not be less than I mil or
greater than I ll2 mils unless specified otherwise. This profile can be
obtained by using a 16-35 or 20-40 mesh silica sand.
Nameplates, valve stems, rotating equipment, glass panels, etc., shall be
protected from blasting and coating by suitable masking and shielding
materials.
A.
B.
C.
2.
3.
4.
5.
6.
7.
rl
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D.Application
Contractor shall ascertain that his procedure and methods are in
accordance with the coating manufacturer's requirements.
Each application ofmaterial shall be worked into corners, crevices, joints,
et. Use brush- or glove-coat method in hard-to-coat areas. Spraying
techniques that result in a uniform wet pattern shall be used, and dry
spraying shall be avoided. Dry spray shall be removed prior to additional
coating being applied and from the final coat.
3. All zinc-rich primers shall be applied by using an agitated pressure pot.
4. Drop cloths shall be used to protect all previously painted surfaces as
directed by Owner/Engineer representative.
Coating system defects or failures which occur within I year after completion due
to faulty application shall be repaired by the Contractor at no cost to the
Owner/Engineer.
All surfaces shall be inspected and approved by the Owner/Engineer prior to
completion or proceeding to the nextstep.
ll prepared surfaces shall be inspected by the Owner/Engineer representative and
approved before primer is applied.
Work will be rejected because of inadequate drying or curing, dirt or rust
inclusions, overspray, pinholes, runs and sags, or inadequate film build.
The Contractor will be notified of unacceptable work as soon as possible so that
corrections may be made.
lnadequate surface preparation and coating work shall be repaired as originally
specified in this specification and as agreed upon by the Owner/Engineer.
The safoty precautions recorlmended by the supplier of the coating shall be
followed.
Keep away from heat, sparks, and open flames.
All painting electrical equipment shall be explosion-proof or kept in an
unclassified area. All equipment shall be properly grounded. Sparkproof tools and
conductive sparkproof shoes should be worn to avoid sparking hazard.
1.
2.
E.
F.
G.
H.
J.
K.
L.
M.
N. Coating System
1. 19.l4.l Primer coat shall be inorganic zinc applied in sufficient quantity to
obtain a minimum dry film thickness of 3 mils.
2. 19.14.2 Finish coat shall be high-bulld catalyzed epoxy applied in
sufficient quantity to obtain a minimum dry thickness of 6 mils.
O. Altemate Procedures
1. In the event sandblast cleaning is not allowed, the surface preparation and
the primer and finish coat shall be in accordance with the following
paragraphs.
2. Surface preparation shall be solvent cleaning in accordance with SSPC-SP
1-63 followed bypower tool cleaning in accordance with SSPC-SP 3-63
or hand tool cleaning in accordance with SSPC-SP 2-63-
3. Primer coat shall be alkyd material applied in suf,ficient quantity to obtain
a minimum dry film thickness of 2 mils.
4. Finish coat shall be alkyd material applied in sufficient quantity to obtain a
minimum dry film thickness of 2 mils.
OR
5. Primer coat shall be inhibited urethane primer applied in sufficient
quantity to obtain a minimum dry film thickness of 6 mils.
6. Finish coat shall be polyurethane material applied in zufficient quantity to
obtain a minimum dry film thickness of 2 mils.
7. The Owner/Engineer reserves the right to approve the altemate procedure
prior to any material commitrnent.
8. Finish coat color will be selected by Owner/Engineer from the paint
manufacturer's standard color.
P. Burned, cut, or otherwise marred galvanized surfaces shall be repaired the same
day with one hear.y coat,4 mils total minimum thickness weq of ZRC (The
Sealube Company) or Galvanox, Tlpe I (Subox, Inc.) as follows.
Remove slag, weld splatter, burned zinc coating, and other foreign matter, and
apply brush coat of thoroughly mixed coating. The coating shall overlap the
undamaged galvanized area a minimum of I inch. Painted surfaces so damaged
shall be painted with a touch-up coating, as instructed by Owner/Engineer,
a. All scratched or defaced equipment shall be touched up and repainted to match
original finish. Owner/Engineer furnished equipment may include touch-up paint
which shall be applied as instructed by the manufacturer and/or Owner/Engineer.
END OF SECTION 16001
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4. CONTRAGTOR RESPONSIBILITY
Contractor shall provide all construction materials, construction equipment, expendable supplies
and labor for insiallation of the facilities. lt is the intent under this Agreement that Contractor shall
provide all required equipment and materials necessary to provide a mechanically complete amine
ireating facility except'such materials or equipment which are specifically provided by Oxy as
detailed in the Materials Fumished by Company attachment to this Job Description.
Contractor shall take delivery of and set all equipment and materials provided by Oxy.
Contractor shall provide all braces, concrete supports, pipe clamps, instrument tubing with fittings
etc., which shall be approved by the Company Representative prior to installation.
Contractor shall heat trace and insulate piping and vessels which are subject to freezing in
accordance with the P&lD drawings and Exhibit C, Job Requirements and Specifications- All
insulagon shall be metal clad in Cirlsbad Canyon Brown (or equivalent) purchased in such color ie.
not painted.
Contractor shall grout neressary equipment using Masterflow 928 (or equivalent as approved by
oxv)
Oxy intends to provide construction inspection during the construction. Work hours, equipment
scheduling, etc. will be within the full control of Contractor within the conditions set forth here.
Contractoi shall not work more than 60 hour weeks unless requested and/or authorized by Oxy.
4.1
4.5
4.6
4.7
4.8
4.9
EXHIBITB -CoNN CREEKAUtNe-ScopeoFWoRK Page 5 of 7
5. ITEMS SUPPLIED BY OrY
5.1 Ory witl provide the following items for and during construetion:
Allpipe, valves, fittings, vessels, treating equipment, buildings'
Site with gravelroad access
Permits
Air
County SpecialUse and Building Permit
construciion surface Drainage (with input from contractor)
Storm Water Runoff
SePtic SYstem
Design and Construction Specifications
Owner RePresentative I nsPection
lnlet Gas PiPeline
Materials listed in the Materials Section attached to this Job Scope
Final site gravel (Material only, contractor to spread and grade)
S.Z Oxy will provide the following items after completion of construction for the ongoing
operation of the station:
Utilities
Fuel Gas
Telephone
Water
Fire Protection EquiPment
Safe$ EquiPment
spare Parts (Contractor to provide recommended spare parts list)
Finalsite fencing
6. INSTRUi'ENTATION
6.1 Oxy will select a control system for the facility. Contractor shall provide and instiall a marshalling
panel in the MCC building with allfield devices terminated on terminalblocks. Ory will provide a.ll
control hardware, softwaie, programming and configuration. Contractor shall provide loop checks'
6.2 Contractor shall install all facility instruments as shown on the P&tD drawings, ie' Pl's,
Tl's, transmitters, sample probes, gauges, etc.
7. MISGELLANEOUSCONTRACTORREQUIREMENTS
7.1 Contractor shall provide three complete sets of data to Company Representative for equipment and
materials purchased by contractor including, without limitation:
Valves
lnstruments
Pipe Cert PaPers
Welder Qualification Records and Certificate
Contractor shall provide on-site staftup assistance for such period of time as necessary to
complete start-up of the facility and shall assist with training of Ory personnel- Gontracto/s bid
shali include a listing of personnel to be available for start-up and the estimated period of time
included in the bid for such personnel to be available.
Contractor shall provide, or have its suppliers provide, recommended spare parts lists for the
7.2
7.3
EXHIBIT B - CoNN CREEK AMINE - ScoPE oF WoRK Page 6 of 7
equipment provided by Gonkactor. Such lists shall be provided by Gontractor as the equipment is
purchased bY Contractor.
7.4 After completion of construction, Contractor shall clean the site and remove all trash, junk, debris,
etc. Surpius materials owned by Contractor shall be removed from the site. Oxy shallspecify an
area of the site br storage of miterials required for ongoing maintenance of the station.
7.5 Contractor shall be responsible for all hydrotesting- Contractor may pressure test with air or
nitrogen.
8.0 MISCELLANEOUS TERMS AND CONDITIONS
8.1 Ory will make prOgress payments during the project_in accordance with the Contract and the
milestone paymeni schedule included in Exhibit E. Contractols progress reports lupporting
invoices snali Oe approved by the Company Representative prior to submitting to Oxy for payment.
Oxy may require Uid,t equipment ordered by Contractor be received by Contractor prior to payment
by Oxy.
8.2 Contractor's bid shatl include sales taxes-
ExHlBlT B - CoHn CREex AUINE - ScoPE oF woRK Page 7 of 7
Fire Control Measures
General
o All facitity or operations personnel are instructed as to:
Be aware of local area fire danger for each day
Location of fire control equiPment
Proper operation of fire control equipment
Emergency procedures and how to call for additional resources
Wetding & Hot Work OPerations
o A minimum of one person is dedicated to act as a fire watch during welding or hot work
operations with a fire extinguisher at hand'
o Welding shields are used during grinding operations to prevent sparks from leaving work
areas and igniting vegetation.
o Water trucks are used to wet down ground and nearby vegetation, as conditions dictate'
o At the close of each day, personnel will inspect the area of welding or hot work activities
for any smoldering debris and any conditions conducive to fires'
Communications
o OXy or Contractor vehicles are typically equipped with cellular communications on
board.
In the Event of a Fire
o In the event of a fire, all personnel and appropriate equipment on site will be
committed to fire containment and control'
o The BLM and appropriate fire authorities will be notified immediately.
o Direction of fre Lontrol efforts will be transferred to appropriate fire frghting agency
personnel upon their arrival on site'
Landscaping and Reclamation PIan
Landscaping
Due to the remote location of this facility, landscaping efforts will be directed at erosion
control as opposed to mitigation of visual impacts. Any areas disturbed by construction or
operation *tiriti"r that ari not otherwise covered by equipment will be resurfaced with
sand and gravel and graded flat or vegetated, as necessary'
Reclamation
The expected life of the Conn Creek Treating Facility is 20 years. Reclamation will
consist of the following:
l. Removal of all surface equipment and materials'
2. Restoration and re-contouring of grade to approximate original conditions.
3. Replacement of stockpiled topsoil.
4. Compliance with atl prevailing Colorado Oil and Gas Conservation Commission
ana Garfietd Countyiegulations and conditions governing final reclamation.
Revegetation
Selection of grass and shrub species for revegetation witl be based on pre-construction
community composition and soil types as well as established potential, soil stabilizing
qualities, iommircial availability of regional varieties, post construction land use
oblectires, and agency recommendations. Native species will be utilized to the extent
possible unless non-natives are specifically requested. Project seed will be purchased
from qualified producers and dealers.
Weed Control Measures
The Company will require that all contractor vehicles and equipment arrive at lhe work
site clean, to prevent tie importation of noxious weeds from a previous work site. Only
after the designated Company representative or inspector has determined it to be free of
soil, debris, or other potentiai ,o*", of noxious weeds will any piece of equipment be
allowed to access the site.
n\,
O CoRDILLERAN
May 18,2005
Mr. Ken Jacobson
Chief, Colorado/Gunnison Branch
Regulatory Offrce
400 Rood Avenue, Room 142
Grand Junction, Colorado 81 50 1-2563
RE: Occidental Oil and Gas Corporation
Conn Creek Crossing Garfield County, Colorado
Regulatory Branch Permit File # 200575099
Dear Mr. Jacobson:
Enclosed are a signed Compliance Certification and a copy of the post-construction photos of the
crossing. The photos were taken during high water runoff. All erosion and sediment control measures
are holding *"11. If you would like to schedule any follow-up inspections, please feel free to call at970-
263-7800.
Sincerely,
CORDILLERAN COMPLIANCE SERVICES, INC.
Sean T. Norris
Senior Project Geologist
Attachments: Photo Log
Cc: Kent Woolly, OXY
file
82621%Froad
Grand Junction, CO 81505
Tz 970.263.7800
Bz 970.263.7456
o
Cordilleran Compliance Services, lnc.
Grand Junction, CO 'Denver, CO 'Casper, WY 'Laramie, WY
Erwironment al C onsulting Engineers and Scientisls
PhotogSaphic Log
Subject: New Gas Plant Conn Creek Crossing
ACOE #200s75099
View: 1: View of crossing from west to east.
Subject: New Gas Plant Conn Creek Crossing
ACOE #200575099
view: 2: View of downstream (south) side of
crossing.
Subject: New Gas Plant Conn Creek Crossing
ACOE #200575099
View: 3: View of upstream (north) side of
crossing.
Photographic Log
.,#
ekr*" PERMIT APPLI.ATI'N For Asency Use Onlv
coR - 03
STORMWATER DISCHARGES
ASSOCIATED WITH:
CONSTRUGIION A TIVITY
(Permit No. COR-O3OOOO)Code: 9A eB 9C(1) 9D(2) 9E(3) 9F(4)
pleeec prlat or typ. Alt items Eust be completed accurately and in their entirety or tl:e applicatron will be deemed incomplete
and processing of the permit will not begrn untlt aU information is received. Please refer to the instructions for ioformation about
the requ1ed Gms. an original sigrrature of t1re application is roqulroil.
1. Name and address of the Petnit apPlicant:
Company Name Oxv UQA WTP LP - Mr. Derek Johnso+
Mailing Address 607 28 714 Road
City, State andZip Code Grand Junction. CO 81506
phone Number (970) 683-8406 Who is applying? Owner EI Developer f] Contractor I
Entity Tlpe: private El Federal n State n County n City I Oth.t,
! *", Contact (familiar with facilityl Sean Non'is - Cordilleran Compliance Services (Consulta{rt)
Tit]e Senior Proiect Geolo st- Phone Number (9701 263-7aOO lcell t97Ol 270-7517
2. Location of the constnrction slte:
Street Address: 13 miles north of DeBeque. Colorado
City, State arrd,Zip Code PeBeoue. Colorado 81630
Count5r Garfield- Name of plan or development Cascade Creek Development
Latitude and Longitude: General center of area is at 39' 30' 45.8 1O8" 14' lO'22"
3.Brtelty describe the nature of the constnrctlon actlvity:
Date Received
Month
Development.
4.
o
Antlcipated constnrction schedule (SEE INSTRUCIIONSI| :
Commencement date: 07 /Oll2OOs
I l/M/const -l-
Completion date: OSllT /2OO7
6.
7.
Area of the constnrction eite:
Total area of project site (acres) -> 5 acres.
Area ofproject site to undergo disturbance (acres) -' 5 acres
If project site is part of a Larger cornmon Plan of Development or Sale, total area of common plan
to undergo disturbance (see Instructions)
-approximately
13,918 acres-
The name of the receivr.g stream(sf. (If discharge is to a ditch or storm sewer, also include the
narne of the ultimate receiving water): cascade and conn creeks
Stormwater Management Plan Certification:
"I certiry under penalty of law lhat a complete Stormwater Manasement Plan. as descrihd in
Appendix A of this application. has been prepared for mY faciliW. Based on my inqurry of the
person or persons who manage the system, or those directly responsible for gathering the
information, the Stormwater Management Plan is, to the best of my knowledge and belief, true,
accurate, and complete. I €rm aw€rre that there are significant penalties for falsely certiSing the
completion of said SWMP, including the possibility of fine and imprisonment for lorowing
violations."
Signature of Applicant Date Signed
Signature of Applicaat (legally responslble person)
.I certif under penalty of law that I have personally examined and am familiar with the
information submitted in this application and atl attachments and that, based on my inquiry of
those individuals immediately responsible for obtaining the information, I believe that the
information is true, accurate and complete. I am aware that there are significant penalties for
submitting false information, including possibility of fine or imprisonment'"
Signature of Applicant Date Signed
o
8.
Mr. Derek Johnson
Mr. Paul White
I l/M/const
Storm Water Management Plan
For
Cascade Creek Common Plan of Development
Garfietd CountY, Colorado
June 2005
Prepared for:
OXY USA WTP LP
607 28 % Road
Grand Junction, CO 81506
Prepared by:
CORDILLERAN
Cordilleran Compliance Services, Inc
82621% Road
Grand Junction, Colorado 81505
o
CASCADE CANYON ROAD SWMP
TABLE OF CONTENTS
OXY USA
1.0 INTRODUCTrON.......... """"""""""""""3
1.1 sToRM WATER R(NOFF PERMTTTING uEQUIuEMENTS .....'..-..... 3
T.2PROJECTDESCMPTIONANDBACKGROUND......... .......................3
1.3 PROJECT OWNER AND OPERATOR,..-*' """""."""""" 4
2.0 coNsrRUCTroN SITE DESCRTPTION """"""""""""""5
2.1 SITE LOCATION AND CONSTRUCTION AREA DESCKIPTION .."... 5
2.1 SCHEDULE OF CONSTRUCTION ACTIVITIES ................ 5
2.2 RUNOFF CIURACTENSTICS.......... """""""" 5
3.0 POTENTIAL POLLUTION SOTIRCES .....-...-..... """"""""6
4.0 DESCRIPTION OF CONTROL MEASURES """"""""""'6
4.1 soIL EROSION AND SEDIMENT CONTROLS.............-. """"""""""' 6
4.1.1 Uphill topsoil stockpile/diversion berm"" """"""""""'7
4.1.2 Downhill silt fence.- """"""'7
4.1 .3 Hay bale check dams ........'... """"""""""7
4.1.4 Rock check dams.. """""""'7
4.1 .5 Road drainage relief...-..-'-... """""""""""7
4.1.6 Culvert inteiand outlet protection --......"""' """"""""" 8
4.1.7 Soil Berms """""--"""""""' 8
4.1.8 StrawWaddles/StrawRolls.....'.... """""""'9
4.1.9 Seeding of other disturbed areas....-.'..... "".'""""""""" 8
4.2 STOuM WATER MANAGEMENT CONTROLS-...-.-......-. """"""""""" 9
4.3 lTHER CONTROL^1............... """"' 9
4.3.1 Waste management and disposal. .'"""""' 9
4.3.2 Fuels and materials management """"""" 9
4.3.3 Construction Site HousekiepinC-..-.'....""""' """""""' I I
5.O INSPECTION ANID MAINTENAI\CE PROCEDIJRES '---""""..""'"II
6.0 NON-STORIVTWATER DISCHARGES...--........ """""""""12
7.0 CERTTFICATIONS.. """""""""'13
7.1 OWNER/APPLICANT CERTIFICATION......... ................,. 1J
7.2 CONTRACTOMSUBCONTMCTOR CERTIFICATION..,...". .,........., I4
CASCADE CANYON ROAD SWMP
LIST OF FIGURES
Cascade Creek Development Location Map
Appendix A
Appendix B
Appendix C
LIST OF APPENDICES
Cascade Creek Development Storm Water Permit Application
Typical Storm Water BMP Details
Storm Water lnsPection Form
OXY USA
Figure 1
1l
OXY USACASCADE CANYON ROAD SWMP
1.0 INTRODUCTION
This storm water Management Plan (swMP) is writton to comply with the colorado
Departrnent of Public uJatn and Environment's (CDPHE) General Permit No' coR-
03000 issued on June 30, 2002 and will expire on June 30, 2007, and related u'S'
Environmental Protection Agency (USEPA) ilational Pollutant Discharge Elimination
System (NpDES) storm *ut i regulations. rrtir SWMP addresses construction activities
associated with development of itre natural gas resources within OXY USA WTP LP's
Cascade Creek Deveiopment. This SWMP is intended to address storm water
management at all new disturbed areas and will be periodically updated as needed to
addrels planned developments, new disturbances, and other changes needed to manage
storm *ut"t and protect surface water quality'
storm water permit certification was issued by the colorado Department of Public Health
and Environment as COR-034316 on September 20,2002'
1.1 Storm Water Runoff Permitting Requirements
The Federal clean water Act [Section a02@)] requires that discharges of pollutants to
waters of the United Station from any pointiogrce be regulated by NPDES permits' ln
November 1990 the USEpA pubtistred final regulations that established application-
requirements for storm water asiociated with construction activiry for soil disturbances of
5 acres or more be regulated as an industrial activrty and covered by an NPDES permit'
In December 1999 ihe USEPA published final Phase II NPDES regulations that
established application requirements for storm water associated with construction activity
for soil disturbances to be regulated as an industrial activity and covered by an NPDES
permit. These regulations became effective July l, 2002'
Construction permits are required by CDPHE ,!t oil and gas activities that disturb
between one and five or *or" u"r", d*irg the life of the project or.are part of a larger
common plan of development- CDPHE considers a conunon plan of oil and gas
development to mean development of several well pads and/or related infrastmcture in a
contiguous area either d"tid the same time period or under a consistent plan for long-
term develoPment.
1.2 Project l)escription and Background
The town of Debeque, Colorado is the nearest population center' The Cascade Creek
Development is located approximately 13 miles north of DeBeque' The Cascade Creek
Common Plan of Development will ".r"o.p*, portions of Township 6 South' Range 97
West of Garfield CountY, Colorado'
J
CASCADE CANYON ROAD SWMP OXY USA
The development consists of roads, pipelines, processing.facilities and drilling pads in
conjunction with natural gas drilling and producing operations in the valley floor and on
the mesa adjacent to the Cascade *d Con, Creek canyons. The facilities are not manned,
but are visited regularly by operations personnel. The following table defines the
development area.
Containing 13918 acres
1.3 Project Owner and OPerator
The property owner and operator is Occidental Oil & Gas Corporation- Their address is:
OXY USA WTP LP
607 28 % Road, Suite 109
Grand Junction, Colorado 81506
Ph (970) 683-5401
Fax (970) 683-5499
tots Z, 9,9, 10, 11,12,13,14,15,16,52T65 R97W Section 3:
Section 4:r^r" s 6a 8 9- 10^ 11.12.13.14.15' 16' 52
Section 5:T.nfs 9 l0 I 1 . 12- 13- 14. 15. 16 52
Section 6:T.nts I 1 l4- 15- 16. 17. 18. 22.23,24,')5, bZSw4, str4
Section 8:S? NFr' S?,NW4. NE4NW4
Section 9:All
Section l0:AI
Section l5:sw4. Nw4, E2
Section 16:All
Section 17:All
EZ SE4NW4Section 18:
Section 19:NF4 F'?NW4 E2SW4NW4
Section 20:All
Section 29:All
T.otsl ) 1and4Section 32:
T7S R97W Section 5:T nrs 5-10 Tracts 80- 8l- 82 a and b and UJ a and D
Section 6:TracJs R4 85 86 and 87
Section 7:Tracts 88, 89,90 and 9l
Section 8:T.nts 1-R
Section 9:Lotsl&2
Section l3:All
Section 16:r ^r. l Jl T.r.rs I 1 1- 112a & b. I l4a. 107 - 110
Section l7:T.ots.l-9 Tracts 103- lll S2SE
T-r" sJO Tracts 103- 104. SESW. SWSESection 18:
Section l9:w?NF. tr2NW
T.nfs 1 -7 F.2-F.2W2- SWSWSection 20:
Section 24:N2
4
CASCADE CANYON ROAD SWMP OXY USA
The OXY contact person for the project is Derek Johnson. Mr. Johnson can be contacted
by phone at (970t683-5406, orieti at (970) 986-5690-._ OXY will be in charge of all
aspects of the property and this project. bontracto(s) will do the actual construction and
gruding but afwork #n U" s,rpe*ised by OXY and all decisions will be made by OXY'
2.0 CONSTRUCTION SITE DESCRIPTION
2.L Site Location and construction Area Description
The Cascade Creek Development is located within Townships 6 & ? So'F, Range 97
West of Garfield County, iolorado. The development of the natural gas in the area is
long term and on-going.-ffr. development consists of the construction of roads, pipelines,
dril"ling pads *J gi treatment facilities. The construction of facilities in the
development area wit"t Ue done using conventional cut and fill, trenching and earthmoving
techniques.
In areas that are disturbed by construction, soil materials will be managed so that erosion
and sediment transport are minimized. Nearby drainages will be protected by appropriate
measures- The roads will be graded and sloped to drain into roadside ditches and to
direct runofffrom adjacent slopes away from the road surface.
Reclamation and final stabilizationwill be conducted as described in Section 4'
2.1 Schedule of Construction Activities
Natural gas exploration and development activities are planned for several years' Full
developrient oi the natural gz$ resources and constnrction of necessary improvements
will likely continue for the next 3 to 5 years. Recovery of natural gas from facilities
within the area will most likely continue for the foreseeable future'
2.2 Runoff Characteristics
Natural drainage within the area varies. There are several small stream channels that feed
the creeks in the bottom of the valley. Drainage from large area precipitation events and
small scale intense point burst storms is common- Rain events normally occur in the
early spring and early fall. Winter months are marked by snow and -rain events
depending on the temperature. Summer months are normally hot and dry with infrequent
point burst events occurring in the later summer'
5
CASCADE CANYON ROAD SWMP OXY USA
3.0 POTENTIAL POLLUTION SOURGES
potential pollution sources associated with construction sites and natural gas development
include:
o Sediment resulting from erosion of soil stockpiles and other areas cleared of
vegetation;
o Leakage of fuels and lubricants from equipment and spills from fueling;
o Trash and debris from clearing activities, construction materials, and workers'
The most common source of pollution from construction is sediment, which can be
carried away from the work site with storm water runoffand impact the water quality of a
receiving stream. Clearing, gtading, and otherwise altering previously undisturbed land
can incriase the rate of soil erosion over pre-disfurbance rates.
petroleum products can also be potential storm water pollutants. These products are used
in construction activities to power or lubricate equipment and include: fuel, gear oil,
hydraulic oil, brake fluid, and grease.
Debris from laydown areas, residue from equipment cleaning and maintenance, and solid
waste generated from land clearing operations and human activity (trees, brush, paper,
trash, etc.) present other potentiat potlution sources within the construction site'
4.0 DESCRIPTION OF CONTROL MEASURES
4.1 Soil Erosion and Sediment Controls
The objective of erosion and sediment controls is to minimize the release of sediments to
storm water runoff. This can be accomplished through the use of structural and/or
nonstructural controls. This section describes erosion and sediment controls to be used at
active construction sites to minimize possible sediment impacts to storm water runoff'
The proposed erosion control features include but are not limited to:
o placement of any topsoil stockpiles away from drainages to divert nrn-on;
o lnstallation of silt fence or straw bales below the toe of fill slopes where located
within 100 feet of surface water drainages or where steep slopes will likely result
in rapid drainage from the location to nearby drainages, artd;
o Installation of check dams in areas of concentrated flow;
o Use of erosion control matting, rock armoring and soil berms to prevent slope
erosion.
6
CASCADE CANYON ROAD SWMP OXY USA
4.1.1 Uphill topsoil stockpile/diversion berm
ln order to divert surface runoff from upgradient areas away from construction areas'
salvaged topsoil *uj U" placed on the upniff side 9l area. The topsoil stockpile may be
piu""i and graded to for* a diversion berm that will direct surface water away from the
disturbed area.
4.1.2 Downhill silt fence
Silt fences will be installed at the down gradient edge of roads and other fill slopes
located within 100 feet of a surface drainage. Silt fences may also be required in areas
where steep slopes below the road will likef result in fast flow of water from the location
to nearby druioug"r. Typical silt fence installation details are given in Appendix B'
4.1.3 Hay bale check dams
Hay bale check dams, at a minimum will be installed in areas of concentrated flow' Hay
bale check dams should be installed at suitable locations to slow the concentrated flow of
drainage water. rypica hay bale check dam installation details are given in Appendix B'
4.1.4 Rock check dams
Rock check dams will be installed in areas of concentated flow' Rock check dams may
be used instead of hay bale check dams in areas where steep slopes, high flYt' or long-
term exposure are expected to result in failure or frequent maintenance of a hay bale
structur;. Typical rocl check dam installation details are given in Appendix B'
4.1.5 Road drainage relief
Culverts, rolling dips or water bars may be used to provide drainage of water from road
surfaces as needed to drain low areas or to reduce the amount of water flowing on road
surfaces. Road drainage relief should be provided as needed and in accordance with
generally accepted p.Jcticer. Guidance for road drainage relief is available in the
document "Low-Vofume Roads Engineering, Best Management Practices Field Guide"'
gvvarrvut
developed by the U.S- Forest Service and ,""il'bt: ::-ltT*^ :i
iip]ii.ffi.urii.eorlu*plti.raxzoeuia..l,t*. Depending on the location and tvpe of
{ -"^1r acsuch as*g" r"U"f installed, additional sediment control features
sedimJnt removal at the inlet and erosion protection at the outlet'
be needed such
7
CASCADE CANYON ROAD SWMP OXY USA
4.1.6 Gulvert inlet and outlet protection
Installation of culverts may be needed in certain areas where access roads intersect
intermittent drainages. The culvert inlet area may include a sediment sump that is at least
4 feet by 4 feet by 1.5 feet deep. The culvert outlet area may include an energy
dissipation feature. Acceptable energy dissipation will inctude rock lining or turf
reinforcement matting (TRM). Rock lining will be 2- to 4-inch diameter rock at least 6
inches deep and having plan dimensions of at least 4 feet wide by 10 feet long'
The area of rock lining should be prepared by removing 6- to 8-inches of soil' The
shallow excavation stroUa be frlled with rock and the rock secured in-place by bucket
tamping or wheel-rolling. The rock outlet should be installed to promote lateral
spreadrrg of water as it flows across the rock.
4.1.7 Soil Berms
Soil berrns may be used to divert drainage away from areas of concern or to direct flow
toward sediment control structures. Whire used, soil berms shall be constructed of soil
with suffrcient fines to minimize flow through the berm. Berms shall be at least 18-
inches tall and will be compacted in place by wheel rolling wittr suitable rubber tired,
heavy equipment-
4.1.8 Straw Waddles/Straw Rolls
Straw rolls are intended to capture and keep sediment on the slopes- Straw rolls are usefirl
to temporarily stabilize slopls by reducing soil creep and sheet and rill erosion until
permanent vegetation can bL established. Straw rolls will last an average of one to two
y"*r. The slope needs to be prepared before the rolls are placed. Small trenches are
created across the slope on the contour. The trench should be deep enough to
accommodate half the thickness of the roll (about 3'-5")- The trenches need to be l0 to
25 feetapart. The rolls need to be instatled perpendicular to water movement, parallel to
the slope contour. Start by installing rolls from the bottom of the slope- The rolls need to
fit snugly against the soit. No gaps should be between the soil and roll. Willow or
wooden stakes need to be driven through the roll and soil. There should only be I to 2
inches of stake exposed above the roll. The stakes should be installed every 4 feet-
4.1.9 Seeding of disturbed areas
project areas disturbed by construction will be revegetated as soon as practicable
foll,owing construction. Areas that will be revegetated will primarily be cut and fill
slopes aJsociated with grading activities. The permanent mix, rate, application method,
and supplemental *ut"riAr *itt U" selected by the revegetation contractor. It is
anticipated that this will include suitable grass species supplemented by cereal crops.
CASCADE CANYON ROAD SWMP OXY USA
4.2 Storm Water Management Controls
Structural BMPs will be installed, inspected, and maintained as needed' This SWMP will
be revised as needed to address new disturbances. Depending on the type and location of
new facilities there may be a need for inclusion of new and different BMPs. In general,
new development stroda be planned with consideration for storm water quality (e.g.
minimize disturbed *"u *d maximize distance from surface water drainages, as
practicable).
Other developments on the property not currently or specifically addressed in the SWMP
will be periodically checked ior-erosion and drainage problems. This is especially
important for access roads and well pads located within 100 feet of surface drainages or
creeks. If problems are noted, they should be reported to the Field Manager- Problem
areas may te addressed through road maintenance activities, but will likely need to be
addressed through BMPs which will be added to the plan as needed.
4.3 Other Controls
4.3.'l Waste management and disposal
Road constnrction and grading will generate various other wastes during the course of
construction. Other wastes may include the following:
o Trees and shrubs from clearing operations,
o Trash and debris from construction materials and workers,
o Sanitary sewage.
Each of these wastes will be managed so as to not contribute to storm water pollution.
Trees and shrubs will be piled along the toe of fill slopes to provide additional sediment
control. Construction trash and debris will be collected in containers and hauled off-site
for disposal in approved landfills. Sanitary waste will be containerized in portable toilets
or other storage tanks with waste materials regularly pumped and transported off-site for
disposal at approved facilities.
4.3.2 Fuels and materials management
Petroleum Products
petroleum products which may be present at the construction site include: gasoline, diesel
fuel, lubricant oils, hydraulic oils, used oils, and solvents. Gasoline and diesel fuel will
9
CASCADE CANYON ROAD SWMP OXY USA
be stored in portable storage tanks with secondary containment' Lubricant' hydraulic'
and miscellaneous oils and iolvents will be stored in 55-gallon or smaller containers'
Pollutants from petroleum products used during construction activities adhere easily to
soil particl", *d other surfaces. ln case of a spill or leak, soils contaminated with
petroieum products will be contained and remov"d to u proper disposal site' Proposed
soil erosion and sediment control practices will aid in retention of spills or leaks' Use of
secondary containment and drip pans will reduce the likelihood of spills or leaks
contacting the ground. Proposed^ maintenance and safe storage practices will reduce the
chance oip"t ot"om p.oa".tt contaminating the sites. Oily wastes such as crankcase oil,
cans, rags, and paper'containing oils will be placed in proper receptacles and disposed of
or recyc-led. An aaaitional sorirce of petroleum contamination is leaks from equipment
and vehicles. Routine daily inspections will be conducted to identiff leaks and initiate
corrective actions, if needed.
The following guidelines for storing petroleum products will be used'
o All product containers will be clearly labeled'
o Drums will be kept offthe ground within secondary containment and stored under
cover ifneeded.
r Fuel tanks will be stored within secondary containment.
. Lids of drummed materials will be securely fastened'
o Emergency spill response procedures will be available on-site. Persons trained in
handling spills will be on call at all times.
Spill clean up and containment materials (absorben!- shovels' etc') will be easily
accessible. Sipitts will be immediately cleaned up and contaminated materials will
be properly stored on site until they can be disposed of in accordance with
applicable regulations.
Sio.ug" areasand containers will be regularly monitored for leaks and repaired or
reptacea as necessary. Workers should be reminded about proper storage and
hanahng of materials during weekly subcontractor or safety meetings
Other Chemicals Products Manasement
Additional materials will be used and stored on site for use in construction' These
materials will be stored appropriately and managed to minimize spills and leaks' Storage
areas will be regularly inspected and any minor spills or leaks will be cleaned up
immediately.
Materials Management
The construction contractor will maintain a laydown or staging areas for equipment and
materials storage. These areas will be maintained with good housekeeping and will be
inspected on a iegular basis for spills, leaks, and potential contamination'
l0
OXY USACASCADE CANYON ROAD SWMP
4.3.3 Gonstruction Site Housekeeping
Housekeeping will consist of neat and orderly storage of materials and containerized
fluids. Wastes will be temporarily stored in sealed containers and regularly collected and
disposed of at off-site, suitable facilities. If spills occur prompt cleanup is required to
minimize any commingling of waste materials with storm water runoff'
Routine maintenance will be limited to fueling and lubrication of equipment' Drip pans
will be used during routine fueling and maintenance to contain spills or leaks. Any waste
product from maiitenance will be containerized and tansported off site.for disposal or
Lcycling. There will be no major equipment overhauls conducted on site' Equipment
will be transported offsite for major overhauls'
Cleanup of trash and discarded materials will be conducted at the end of each work day'
Ct.*rp will consiSt of patrolling the road way, access areas, and other work areas to
pickup trash, scrap debris, other discarded materials, and any contaminated soil' These
materials will be disposed of appropriately.
5.0 INSPECTION AND MAINTENANCE PROCEDURES
To meet requirements of the General Permit inspection and maintenance of erosion and
sediment controls must occur during the project. Continued inspection and maintenance
is required for specific stmctures aftei construction is completed' The inspection
program will include the following:
1. A qualified person familiar with the SWMP and control measures will conduct the
inspections.
2. Inspections will cover these area of the construction site:
r Disturbed areas without stabilization,
o Material storage areas,
o Check dams,
o Silt fence,
. Surface water diversions,
o Downgradient ateas,
o New access roads, and
o Locations where vehicles enter or exit sites'
3. Inspections will occur at least once every 14 calendar days and within 24 hours of
a piecipitation or snow melt event that causes erosion'
4. Permanently stabilized areas will be inspected at least once per month'
5. A log of inspections will be kept.
6. Water quality will be assessedtor all receiving streams and discharge areas during
each inspection.
11
CASCADE CANYON ROAD SWMP OXY USA
7. Disturbed areas and material storage areas that are exposed to precipitation will be
inspected for evidence ofpollutants entering nearby drainages.
B. Check dams, silt fences, and other BMPs will be inspected for evidence of
deterioration, under-cutting, and build up of sediment. Sediment will be removed
when it has built up one-third to one-half the height of the hay bales or silt fence.
g. Roads used for vehicle access will be inspected for evidence of off-site sediment
transport.
10. Following each inspection, the SWMP will be modified as necessary to include
additional contols designed to correct identified problems. Revisions to the
SWMP will be made within 7 days of the inspection'
ll.An inspection report summarizing the scope of the inspection, the name of the
person conducting tfre inspection, date of inspection, and observations relating to
ihe implementation will be prepared. lnspection reports will be retained for at
least 3 years from the date that the site is finally stabilized'
12. Actions taken to modiff any storm water control measure will be recorded and
maintained with the SWMP.
13.If no deficiencies are found during the inspection, the report will contain
certification that the site is in compliance with the SWMP. Signatures will be in
accordance with the General Permit conditions, Part E. I (Appendix A).
Maintenance will include prompt repairs and/or adjustments to any erosion and sediment
control structures that are deteriorating or found to be performing inadequately. Repairs
should be made as soon as possible and prior to the next anticipated storm event. OXY
USA WTP LP or designated contractor(s) will maintain, on-site all materials necessary to
make any reasonably ixpected repairs such as silt fence, hay bales, and stakes.
6.0 NONSTORMWATER DISGHARGES
No non-storm water discharges are anticipated from the project. Possible exceptions
include fire prevention/suppression or dust control activities.
t2
CASCADE CAI{YON ROAD SWMP OXY USA
7.0 CERTIFICATIONS
7. I Owner/Applicant Certifi cation
I certiff under penalty of law that this document and all attachments were prepared under
my directiol oi r,rp.*ision in accordance with a system designed to assure that qualified
personnel properly gather and evaluate the information submitted. Based on my inquiry
Lf *t* person o. p"rron. who manage the system, or those persons directly responsible for
gathering the information, that the information submitted is, to the best of my knowledge
u"a U"f"f, true, accurate, and complete. I am aware that there are significant penalties
for submitting false information, including the possibility of fine and imprisonment for
knowing violations.
Signature:
Name: Derek Johnson
Title:Iield Manager. Rochv Mountains Aspet Team
OwnerName:
Owner Address:
Site Name and Location:
SWMP Prepared by:
OXY USA WTP LP
607 28t/oPioad, Suite 109
Grand Junction, CO 81506
Cascade Creek DeveloPment
Township 6 &7 South
Range 97 West
Garfield County, Colorado
Cordilleran Compliance Services, Inc.
82621YzRoad'
Grand Junction, CO 81505
13
CASCADE CA}IYON ROAD SWMP
7 .2 Contractor/Subcontractor Certilication
OXY USA
All contractors and subcontractors that will perform construction activities that could
impact storm water will be familiar with the SWMP and will sign the following
certification.
Contractor Certifi cation
I certiff under penatty of law that I understand the terms and conditions of the OXY USA
WTP LP NPR SWMP and associated CDPS General Permit that authorizes storm water
discharges associated with industrial activity from the construction sites identified as part
of this certification.
Signature:
Name:
Title:
Date:
Representing:
Company:
Address:
Address:
Phone:
Work to be Conducted:
Activity l:
Activity 2:
Activity 3:
Activity 4:
l4
rnxY
OXY USA WTP LP
Employee Emergency
Response, Fire
Prevention Plan and
a
Public Safety Response
Manual
Rocky Mountain Asset Team
607 28Y4 Road
Grand Junction, CO 81506
(e70) 683-5400
24 Hour Emergency Reporting (970) 986-5690
OXY USA WTP LP.
Employee Emergency
Response Manual
Rocky Mountain Asset Team
Response, Fire Prevention Plan and Public Safety
CIXY
This booklet is intended to provide general
information about natural gas facilities owned
and operated by OXY and guidance for
conducting emergency response operations
which cannot be handled in a routine manner.
The information provided will help to increase
an understanding of OXY operations and help
in providing assistance to the general public
and to OXY should unexpected conditions arise
which create a concern for public safety. This
document is designed to provide guidance for
conducting emergency response operations and
for meeting the obligations of OSH A h 29 CFR
Part 1910.38, "Employee Emergency Plans and
Fire Prevention Plans".
OXY RMAT Emergency Response Plan Page 1 of42
Employee Emergency Response, Fire Prevention Plan
Safety Response Manual
OXY USA WTP LP - Rocky Mountain Asset Team
Introduction
and Public
OXY Rocky Mountain Asset Team (RMAT) owns and operates natural gas exploration and
production fields within Garfield County, Colorado. This operation includes drilling, producing
wells with associated production equipment and structures, several miles of natural gas gathering
lines, a compressor station and a natural gas processing plant, which is currently under construction.
The natural gas processing facility is estimated to be in operation by November 2005. The district
office for RMAT is located in Grand Junction, Mesa County, Colorado. The corporate headquarters
and support office for RMAT operations is in Houston, Texas.
Most of the OXY RMAT operations in Garfield County are located in rugged terrain, away from
public access or direct influence. The enclosed maps show the general route of the gathering
pipelines and major above-ground facilities.
Natural gas is a safe, clean, dependable fuel used in millions of homes for cooking, heating, cooling
and drying. It is also used by many commercial and industrial customers. Although typically safe to
us, natural gas is an energy source and must be properly handled and does require a certain amount
of caution when being produced and used. Natural gas is not poisonous; however, it does displace
oxygen in enclosed spaces and may cause suffocation.
In its pure state, natural gas is odorless. Odorants, in low concentrations, are added when the gas
enters local distribution systems for safety purposes to serve as a warning of natural gas presence.
DO NOT trust your sense of smell to identify a gas leak. The most effective method used by natural
gas companies to locate leaks is with an instrument designed to "sniff'or locate leaks. A pipeline
leak can be indicated by the following signs: (1) blowing sound; (2) dirt being blown into the air;
(3) bubbles or water being blown into the air when the pipeline is located in a water source; (4) fire
emanating from the ground or burning above the ground; (5) vegetation turning brown on or near the
right-of-way; (6) persistent odor associated with natural gas.
Natural gas is lighter than air and will not travel or accumulate close to the ground, as will liquefied
petroleum gas (LPG) or gasoline fumes. It will rise quickly and be diluted in the atmosphere unless
it is trapped within an enclosure. In order for natural gas to burn, it must be combined with air to a
perfect mixture. When the gas is between 4 - l47o combined with air, it will readily ignite.
Natural gas is compressible. It is compressed before entering transmission pipelines. OXY RMAT
compressor and pipeline systems fully comply with state and federal standards for construction and
operation. For production purposes, natural gas may also require the reduction and./or elimination of
excess fluids and hydrocarbons. Separators and triethylene glycol dehydration units are located at
well locations and at the Cascade Creek Compressor Station. Ethylene Glycol will be used at the
Conn Creek Facility when it is put online later this year. The OXY RMAT Conn Creek Facility will
treat the incoming natural gas for reduction of carbon dioxide through the use of Diethanolamine
OXY RMAT Emergency Response Plan Page2 of 4l
(DEA), as required prior to acceptance into the distribution pipelines. The gas processing facility
will not be staffed 24 hours per day; however, emergency contacts will be posted at the entry to the
facility. This facility is located on OXY property. There are no residents within I mile of the
facility. Once construction has been completed and the facility has been put into operation, it will be
kept in a secure manner with fencing and locked gates. Internal operations will be monitored
through electronic output with alerting capabilities 24 hours per day, 7 days per week.
Public Safetv: OXY RMAT has operating procedures in place that are intended to protect the
public and its employees from undue harm. In addition, the Company follows strict codes of
compliance for the protection of public and Company property and the natural environment. When a
concerrl for public safety is encountered within the OXY RMAT area of operations, OXY RMAT
should be notified immediatelv. OXY RMAT employees and consultants are trained and
equipped to handle unexpected conditions associated with the Company's natural gas production,
gathering and processing systems. Emergency response organizations will be utilized where
necessary and to assist with the public and neighboring properties during emergencies.
The following procedures cover emergency response guidelines that address anticipated emergency
scenarios and define training required for employees engaged in oil or gas exploration and
production operations. The degree to which this emergency organization will be activated will
depend entirely on the nature of the occurrence.
The Rocky Mountain Asset Team (RMAT) Employee Emergency Response, Fire Prevention Plan
and Public Safety Manual (ERP) will be reviewed and updated on a regular basis to reflect current
activity and to increase effectiveness of the plan through discussions among all people involved.
This ERP has been shared with Garfield County officials including the Local Emergency Response
Commission (LEPC), and Garfield County Fire and Emergency Services' Departments in DeBeque,
Parachute and Rifle, Colorado. OXY RMAT will coordinate visits to the OXY project area with
local responding units to better familiarize the responders and the OXY RMAT employees with
changes to current facilities, locations and hazardous substances which may be encountered during
an actual emergency. This will include providing emergency services with access points, safe
approach procedures and established should invite local fire fighting and other emergency response
officials to visit our project area so they can be familiar with our layout, access points, approaches,
established muster locations and fire protection equipment. Many times, this information can mean
ready control of a fire or other emergency instead of a disaster.
OXY RMAT Emergency Response Plan Page 3 of4l
Employee Emergency Response, Fire Prevention Plan and Public
Safety Manual
Organization Table
L Emergency Recognition and Prevention
il. Emergency Alerting and Response Procedure
m. Personnel Roles and Lines of Authority
IV. Site Security and Control
V. Evacuation Routes and Procedures
VI. Media Guide
Tabs
1. Emergency Procedure - Medical Emergency
2. Emergency Procedure - Fire in Grand Junction Office
3. Emergency Procedure - Fire and/or Explosion in Field Area
4. Emergency Procedure - For Field Locations
5. Emergency Procedure - Severe Thunderstorm Flash Flood in Area
6. Emergency Procedure - Tornado in Area
7. Emergency Procedure -Blizzard Conditions
8. Emergency Procedure - Tornado at Grand Junction Office and/or Field Area
9. Emergency Procedure - Oil, Salt Water Spill, Uncontrolled Gas Release
10. Emergency Procedure - Chemical Release
11. OXY RMAT Hazard Communication Program
12. OXY RMAT August 2005 Chemical Inventory
13. Chronological Record of Emergency and Drill/Training Record
14. Appendix A - Emergency Phone Numbers, Equipment List & Company Phone Numbers.
15. OOG C Procedure 60.400.110 lncident Reporting and lnvestigation
16. Topographic map showing wells, major above-ground facilities and road access
OXY RMAT Emergency Response Plan Page 4 of 42
Employee Emergency Response, Fire Prevention Plan and Public Safety
Response Manual
L Emergency Recognition and Prevention
In the event of an emergency resulting from industrial accident, forces of nature, or enemy action,
there are certain problems that can be anticipated. The purpose of this plan is to outline the
responsibility for meeting such problems and to establish methods for handling with the least
exposure to personnel and property.
For the purpose of this plan, an emergency is considered to be any condition which requires
assistance over and above that which can be supplied by the normal personnel present at the time or
which cannot be handled in a routine manner.
A first aid incident or minor fire which is limited to a small area, and which can be handled by the
personnel present, does not fall under this plan.
An emergency may include a medical emergency, fire; severe weather, explosion, uncontrolled
release of natural gas or enemy action.
II.Emergency Alerting and Response Procedure
Once an employee recognizes the occurrence of an emergency, he/she will notify their immediate
supervisor who will determine if the emergency is of such a magnitude that outside help will be
needed. This judgement may be influenced by the nature of the emergency and the presence of
hydrocarbon vapors. If help is needed, the immediate supervisor will take the following steps:
Notify the appropriate lines of authority and emergency response agencies as follows:
Notify the Fire Department.
Call law enforcement officers to help control traffic and the public. If roadblocks are
required and established during an emergency, advise the control points what outside
help may be expected so that they can be admitted to the project area.
Consider the necessity of evacuating any residents in the area. At the current time
there are no residents within the project area. There are however ranching interests in
the area that may need notification.
A.
B.
C.
OXY RMAT Emergency Response Plan Page 5 of 42
D.Establish contact with Civil Defense, Electric Companies, Gas Companies or other
service organizations as needed.
Contact Doctors, Hospitals and ambulances as necessary.E.
F.trucksContact any outside help necessary, such as construction contractors, tank
and electric contractors.
G. Maintain communications and information flow with OXY RMAT management team
and all potentially affected personnel.
m. Personnel Roles and Lines of Authority
In the event of an emergency involving injury to Company and/or contract personnel, immediate
care shall be provided to the injured to abate any life-threatening injuries (e.g.; cardiac arrest,
breathing stopped, and profuse bleeding).
Notification to RMAT management of any Health, Environment and Safety (HBS) incident
shall be made as soon as possible after the incident so that additional steps can be taken as
needed. Emergency response agencies as listed in the Appendix A shall be notified if necessary.
In the case of a serious emergency, the supervisor, or the designee shall notify the OXY RMAT
Operations Manager, Project Manager and the Occidental Oil and Gas Corp. (OOGC) HES
Department as soon as possible in accordance with OOGC Procedure 60.400.110 "Incident
Reporting and Investigation".
It is essential that all personnel are familiar with the location, operation and maintenance of fire
fighting equipment, including those mounted on vehicles. Personnel should be thoroughly familiar
with all valves necessary to isolate the source of any natural gas leak, pipeline rupture, processing
facility failure or other production related emergency. The location of all utility control points
should be known by all employees, i.e., electric switch boxes, water and gas control valves.
IV. Site Security and Control
The supervisor or designee shall be responsible for assigning company employees to provide traffic
control and establish a secure perimeter prior to being relieved by local emergency response
personnel.
V. Evacuation Routes and Procedures
Depending on the emergency, personnel shall evacuate the site upwind if possible. Personnel will
meet at the designated safe area and a head count will be taken by the supervisor or the designee to
ensure that everyone is accounted for. Evacuation routes, procedures and pre-selected muster points
should be identified and confirmed at each pre-job and regularly scheduled safety meeting.
OXY RMAT Emergency Response Plan Page 6 of 42
VI. Media Guide
All inquiries/requests for information from the media and the public should be referred to the OXY
RMAT Operations Manager or Project Manager.
OXY RMAT Emergency Response Plan Page7 of42
Emergency Procedure
Medical Emergency
1. Survey the scene. Do not enter if hazards exist. Wait for appropriate emergency response
personnel to assist or direct.
2. Notify Emergency Response Personnel - DIAL 911 **
3. Give clear & concise information:
o Nature of emergency
o Number of victims
o Directions to incident scene
o Make sure everything has been understood before returning to scene.
4. Watch for and assist emergency responders, as needed.
5. Notify Supervisor or their designee
Supervisor or their designee should:
o Make sure emergency contacts have been made, including the activation of local EMS and/or
initial emergency medical treatment, as required.
o Notify other company personnel to perform previously discussed & planned roles to secure
O the area, assist in first aid, assist in evacuation, guide EMS, etc.
4. If trained and it is safe to do so, provide first aid.
8* In some instances it may be more practical and efficient to notify the supervisor first and have
them call EMS.
OXY RMAT Emergency Response Plan Page 8 of42
Emergency Response Procedure
Fire in the Grand Junction Office
607 28 7a Road
1. If safe to do so, determine the location of the fire in the building.
2. Wam others in building, sound alarm.
3. The Site Coordinator or designee will sound the alarm if it has not been done and if time allows.
Make sure others are aware of the danger and have evacuated the building.
4. If fire is in the incipient stage and it can be done safely, extinguish the fire. If not proceed to step
#5.
5. Leave the building quickly through the safest exit.
6. Meet in designated muster/gathering area which is designated to be the flag pole in the parking
lot. If wind or other conditions prevent using the flag pole as the muster area, the alternative
muster area will be in the entrance driveway to the church (at 28-ll4 Road) located east of the
OXY RMAT office building.
7. Make sure all OXY RMAT employees are accounted for.
8. Call emergency personnel - DIAL 911
9. Contact OXY RMAT Operations and Project Managers.
10. If warranted and safe to do so, notify adjoining businesses and/or residents.
11. Notify other company personnel to perform previously discussed & planned roles to secure the
area, assist in first aid, assist in evacuation, guide EMS, etc.
OXY RMAT Emergency Response Plan Page 9 of 42
Grand Junction Office
Map of EXITS
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OXY RMAT Emergency Response Plan Page l0 of 42
Emergency Response Procedure
Fire and/or Explosion in Field Area
1. If safe to do so, determine the nature and extent of the emergency. Determine proximity of any
hazardous substances that may change the course of the emergency if exposed.
2. If fire is in the incipient stage and it can be done safely, extinguish the fire. [f not proceed to
step #3.
3. If it is safe to do so, stop any unwanted release of flammables and de-energize unwanted
power/energy sources, to include closing natural gas pipeline or facility valves. If not proceed to
step #4.
4. If the area is unsafe, move to a safe area.
5. Notify Emergency Response Personnel - DIAL 911 xx
Give clear & concise information:
o Nature of emergency
o Injury or personnel status
c Hazardous substances located in or near the incident location
o Directions to the incident scene
o Determine suitable rendezvous point and inform personnel where that will be and that
someone will be at the appointed place to meet them. DO NOT HANG UP WITHOUT
RELAYING & GATHERING THIS INFORMATION.
o Make sure all information gathered and given is understood before returning to scene.
o Be aware that it may require more than one person to guide emergency personnel-
(ambulance andfire may show up at different times)
6. Notify Supervisor or their designee
Supervisor or their designee should:
o Make sure EMS has been activated (See ltem 5)
o Notify other company personnel to perform previously discussed & planned roles to
secure the area, assist in first aid, assist in evacuation, guide EMS etc.
7. Make appropriate company notifications.
xx In some instances it may be more practical and efficient to notify the supervisor first and have
them call EMS
OXY RMAT Emergency Response Plan Pagellof42
Emergency Procedure
Severe Weather - Thunderstorm, Flash Flood
1. During threatening weather or if severe weather has been predicted, tune to and monitor local
weather radio or news broadcasts. When a severe weather warning has been issued for any
location in the area, immediately notify office and field personnel that may be affected.
2. If possible, inform others to tune into local weather newscasts to stay abreast of possible
conditions and/or weather changes in their area.
3. In the office:
o Inform personnel. The Site Coordinator or other designee will insure personnel are aware
of severe weather conditions.
o If damage is sustained refer to emergency procedures for "Medical and/or Fire and
Explosion"
In the field:
o If time allows, notify others of your location and situation.
o Do not attempt to out run severe weather or flash floods.
o Seek shelter if available, otherwise stay in vehicle.
o Do not drive into flowing water.
o Do not park and take shelter beneath trees.
o Avoid exposed areas, ridgelines, natural washes
o If caught out of your vehicle in the open then proceed downhill to a less exposed side
slope location. Avoid trees, fences, large rocks. Squat in the open on the balls of your feet
with your head down. Cover ears with hands, elbows in, and wait the situation out.
o After Severe Weather or Flash Flood is clear notify others that you are okay, if possible.
o Provide assistance to others if you are capable.
4. Make appropriate company notifications of injuries or damage to company property.
OXY RMAT Emergency Response Plan Page 12 of 42
Emergency Procedure
Severe Weather - Tornado
1. During threatening weather or if sever weather has been predicted, tune to and monitor local
weather radio or news broadcasts. When a severe weather warning has been issued for any
location in the area immediately notify office and field personnel that may be affected.
2. If possible, inform others to tune into local weather newscasts to stay abreast of possible
conditions and"/or weather changes in their area.
3. If a tornado is sighted:
In the office:
o Inform personnel. The Site Coordinator or their designee will insure the waming is
sounded. Ascertain its location, notify and account for all personnel if this can be done
safely.
o If the tornado is a safe distance away proceed to the nearest tornado shelter, for the Grand
Junction office, St. Mary's Hospital, l-ocated at Patterson and 7th Street.
o If the tornado is closer than 5 miles, and there is no designated Tornado shelter find an
interior room farthest away from any windows, crawl under tables or desks, cover your
face and head. Protect yourself from flying debris as best as possible.
o After the all clear, refer to emergency procedures for "Medical and/or Fire and
Explosion"
In the field:
o If time allows, notify others of your location and situation.
o Do not attempt to out run the tornado.
. Seek shelter
o Move to a safe building or low lying area such as a culvert or ditch. Avoid natural washes
and drainage. (be aware that flash flooding may occur with a storm that spawns a
tornado.)
o Cover your head
o After the tornado is clear, notify others that you are safe, if possible.
o Provide assistance to others if you are capable.
4. Make appropriate company notifications of injuries or damage to company property.
OXY RMAT Emergency Response Plan Page 13 of 42
Emergency Procedure
Severe Weather - Blizzard
1. During threatening weather or if severe weather has been predicted, tune to and monitor local
weather radio or news broadcasts. When a bhzzard warning has been issued in the area,
immediately notify office and field personnel that may be affected. Inform others to tune into
local weather newscasts to stay abreast of possible conditions and/or weather changes in their
area.
2. If ablizzard is underway:
Inform personnel. The Site Coordinator or their designee will declarebhzzard conditions.
Inbhzzard conditions all personnel are responsible for reporting field travel and activity
plans to the Site Coordinator or alternate. No travel or activity should be undertaken
without a winter survival kit (warm dry clothing, water proof gear, water, food, matches,
cell phone, etc.) and only with the approval of OXY RMAT management.
The "Buddy" system is in effect during bhzzard conditions. ln addition to reporting travel
activity and activity plans to Site Coordinator, all personnel will inform one other OXY
person of travel and activity plans. Establish pre-determined check-in time(s) with
"Buddy". Avoid false alarms by always checking in as planned.
If personnel fail to check in, as agreed, notify OXY RMAT Field Manager and
Operations Manager. Depending on situation, Field or Operations Manager will notify
appropriate emergency personnel and begin search operations.
If stranded in blizzard conditions :
If possible, notify others of deteriorating conditions along with your location and
situation before communications are lost.
DO NOT leave your vehicle unless absolutely necessary. Assure exhaust pipe is clear of
obstructions and run engine only when needed to conserve fuel.
If stranded away from your vehicle or if it is necessary to abandon the vehicle, seek
shelter in a production unit or other stable structure and wait for help to arrive. If shelter
is not available build a snow cave and wait for help. If caught outside of shelter, build a
fire if possible.
Try to stay dry. Change to dry and weather resistant gear.
If you are caught with more than one person in ablizzard DO NOT SEPARATE. Provide
assistance to others, if you are capable.
o Do not attempt to walk off the Mesa during blizzatd conditions.
3. Make appropriate company notifications of injuries or damage to company property.
a
a
OXY RMAT Emergency Response Plan Page 14 of 42
Emergency Procedure
Saltwater, Oil Spill, Uncontrolled Gas Release
1. If safe to do so, determine the nature and extent of the release and isolate the release. Be aware
of hazardous substances or equipment in the area that may potentially create a change to the
immediate emergency.
2. If the release can not be safely isolated, evacuate the premise and establish roadblocks to prevent
others from entering.
3. Notify Supervisor or their designee
**supervisor or their designee should:
o If necessary, notify other company personnel to perform previously discussed & planned
roles to secure the area or assist as operationally needed.
o Begin cleanup and remediation procedures as soon as possible.
o Make appropriate Company & Govemmental notifications
o Fill out and submit OOGC Exhibit A, in accordance with Company policies and
procedures.
x* If sight is covered under the Spill Prevention Counter Control Plan, refer to it for further
procedures.
O Reportable quantities:
Colorado = 5 or more barrels of produced fluids oil and/or salt water released outside of a diked
area.
OXY RMAT Emergency Response Plan Page 15 of 42
Emergency Procedure
Chemical Release
1. If safe to do so, determine the nature and extent of the release.
. Stay up wind
o Locate Material Safety Data Sheets (MSDS), placards or labels that would help identify
the chemical
o Refer to Hazardous Communication (HAZCOM) program, OXY RMAT Chemical
Inventory, placards, and labels for help in identifying the chemical and response
procedures if necessary.
2. If there is no danger, isolate the release.
2. lf the release can not be safely isolated, evacuate the premises and establish roadblocks to prevent
others from entering the affected area.
3. Notify Supervisor or their designee
4. Supervisor or their designee should:
o If necessary, notify other company personnel to perform previously discussed & planned
roles to secure the area or assist as operationally needed. *x
o Contact local HAZMAT Response Team, if needed for immediate response and control
of a hazardous chemical release.
o Make appropriate Company & Governmental notifications.
o Begin cleanup and remediation procedures as soon as possible.
** If the spill is on public ground or the public might be in any danger, notify local emergency
services.
OXY RMAT Emergency Response Plan Page 16 of 42
,^.ClxY
\/ Rocky Mountain Asset Team
Employee Emergency Response, Fire Prevention Plan and Public Safety
Besponse Manua!
Effective Date:
08 July 2005
Written Hazard Comm unication Program Revision No. 00
A. GENERAL
Chemicals and hazardous materials pose a wide range of health hazards (such as irritation,
sensitization, and carcinogenicity) and physical hazards (such as flammability, corrosion, and
reactivity). OSHA's Hazard Communication Standard (HCS) is designed to ensure that information
about these hazards and associated protective measures is disseminated to workers and employers.
B. KEY PROVISIONS
The Written Hazard Communication Program (HCP) as presented in this manual is a requirement of
Occidental Oil & Gas Corporation and the Occupational Safety and Health Administration (OSHA) 29
CFR 1910.1200. This written program outlines the various componenets of the standard and describes
the method in place in the Rocky Mountain Asset Team (RMAT) area of operations to comply with the
standard. Other key provisions included in the Hazard Communication Program include:
1. Material Safety Data Sheets (MSDS) shall be at all facilitiies or locations and shall be readily
available to all employees or responding emergency personnel. The MSDS must contain specific
information needed to protect employees and responders from exposure to the chemical or
hazardous material stored or used in the work environment. A Chemical lnventory List, which is
site specific, is included with the Hazard Communication Program and is the responsibility of each
facility, work area or Contractor to maintain and update on a regular basis.
2. Labeling requirements included in the program ensure that each container of hazardous
chemical is labeled, tagged or marked with (1) the identity of the hazardous chemical(s); (2)
appropriate hazard warnings are noted and (3) a 24 hour emergency contact phone number is
clearly denoted on the label for emergency notification.
a. Labeling requirements do not apply to:
1) Pesticides required to be labeled underthe Federal lnsecticide, Fungicide and
Rodenticide Act;
2) Foods, Food Additives, Color Additives, Drugs, or Cosmetics, or Medical or
Veterinary Device, including materials intended for use as ingredients in such
products (i.e. flavors and fragrances) as defined by the Federal Food, Drug and
Cosmetic Act.
3) Consumer Products or Hazardous Substances as regulated by the Consumer
Product Safety Act and Federal Hazardous Substances Act.
OXY RMAT Emergency Response Plan Page 17 of 42
3. All Oxy and Contractor employees will receive initial training and will be informed of any changes
to the work environment or use of new chemicals or hazardous substances.
4. Employees transferred to an area in which a new hazardous chemical or substance is used must
be trained.
5. When employees of the Company or Contractor may be exposed to hazardous chemicals in Oxy
facilities, the employer must also be informed of specific hazard communication requirements.
6. Alltraining must be documented.
C. SCOPE
The Written Hazard Communication Program applies to any and all chemicals which are known to be
present in the workplace in such a manner that employees may be exposed under normal conditions of
use or in a foreseeable emergency. lt does not apply to the following (under normal conditions):
1. Hazardous wastes as defined by the Solid Waste Disposal Act and amended by RCRA
(Resource Conservation and Recovery Act of 1976).
2. Any consumer product as defined in the Consumer Product Safety Act and Federal Hazardous
Substances Act, respectively, where the employer can demonstrate it is used in the workplace
in the same manner as normal consumer use, and which use results in a duration and
frequency of exposure which is not greater than exposures experienced by consumers.
. D. WRITTEN HAZARD COMMUNICATION PROGRAM
The Written Hazard Communication Program, as presented in this procedure, must be maintained and
implemented in all Oxy RMAT work areas. The RMAT Hazard Communication Program includes:
1. Updated Chemical lnventory List for RMAT facilities;
2. Provisions for container labeling and other forms of warning in the RMAT area of operations;
3. Location, use and availability of Material Safety Data Sheets (MSDS);
4. Procedures/methods in place in the RMAT area of operations for evaluating the physical and
health hazards of chemical exposure in the workplace;
5. The employee information and training program utilized by the RMAT;
6. Means in which employees will be informed of the hazards associated with non-routine tasks;
7. Means in which employees will be informed of hazards associated with chemicals in unlabeled
pipes (if applicable); and,
8. Procedures for informing Oxy RMAT Contractors or emergency responders of the hazards they
may be exposed to while at a RMAT facility.
a E. AVArLABrLrry AND AccESStBtLtry
OXY RMAT Emergency Response Plan Page l8 of42
1. The OXY RMAT Hazard Communication Program is available to each OXY
employee and is submitted to the Local Emergency Preparedness Council on an
annual basis or as changes occur to the RMAT project environment.
F. RESPONSIBILITIES
The HES Department shall:
1 . Coordinate the overall Hazard Communication Program;
2. Evaluate MSDS's of chemicals proposed for use, in use, or stored within the RMAT
area of operations for environmental, health and safety concerns;
3. Conduct and/or coordinate Hazard Communication training;
4. Maintain an updated inventory of all chemicals used and/or stored in the area of
operations by Oxy.
5. Verify OXY RMAT Contractors' Hazard Communication programs and chemical
inventories, as needed for the RMAT project area.
Operations and Procurement shall:
1. Ensure that at the time of delivery, shipments of hazardous chemicals have a
current MSDS on file with the RMAT HES Department and that appropriate labels
are in place;
2. Foruuard copies of all MSDS's to the employees responsible for the storage and/or
use of all chemicals or hazardous materials;
3. Ensure that the chemical received is on the most current Chemical lnventory List.
Supervisors shall:
1. Ensure that current MSDS's are readily avaialble to employees for each hazardous
chemical used and/or stored in their work areas;
2. Ensure all employees are familiar with any hazards associated with chemicals or
substances stored or used in their work areas;
3. Ensure that updated MSDS's and the OXY RMAT Hazard Communication Plan is
posted and readily accessible for emergency response situations;
4. Ensure that each hazardous chemical container is correctly and legibly labeled; and
5. Ensure that they have an updated listing of all hazardous chemicals in their work
areas.
G. CHEMICAL INVENTORY LIST
OXY RMAT Emergency Response Plan Page 19 of 42
An updated Chemical lnventory List has been developed and is part of the Written Hazard
Communication Program. The list includes:
1. A list of all hazardous chemicals known to be present in the RMAT area of
operations. Exemptions for specific categories such as consumer items are noted in
the Scope of this program.
2. Hazardous chemicals are listed by using an identity that is referenced on the
appropriate MSDS. lt is preferred that the trade name(s) and common name(s) are
listed for all hazardous chemicals.
3. The list(s) must be kept current. Quarterly updates are required on the following
schedule for all Oxy used/stored hazardous chemicals:
i. 1 February,l May, 1 August and 1 November
4. The Chemical lnventory List shall include any chemical which is a physical hazard or
a health hazard.
H. MATERIAL SAFETY DATA SHEETS
All employees shall have a Material Safety Data Sheet (MSDS) for each hazardous chemical
which they use or which may be stored in their work area. A MSDS is not required for
consumer products where used in the same manner as normal consumer use.
Chemical manufacturers and importers must obtain or develop an MSDS for each hazardous
chemical they produce or import.
The MSDS must be in English andlor other languages, as appropriate, and include at least the
following:
. The identity (trade/common name) of the hazardous chemical as used on the label;
. The physical and chemical characteristics of the hazardous chemical, e.g. flash
point, vapor pressure, appearance, etc.
o The physical hazards of the chemical including the potential for fire, explosion and
reactivity;
Known health effects including signs and symptoms of exposure (including
conditions aggravated by exposure);
Primary route(s) of entry;
Exposure limits;
Whether the chemical is considered to be a carcinogen by NTP, IARC or OSHA;
OXY RMAT Emergency Response Plan Page 20 of 42
. Precautionary measures for safe handling and use, including hygiene practices,
measures to take during repair and during cleanup of spills and leaks;
. Applicable control measures such as engineering controls, safe work practices, or
personal protective equipment;
o Emergency and first aid procedures;
o Name, address and phone number (24 hour emergency contact) of the party
responsible for the preparation or distribution of the MSDS;
o Date of preparation or last revision.
The Hazard Communication/MSDS Training program must include at least:
i. Methods and observations that may be used to detect the presence or release of a
hazardous chemical in the work area;
ii. The physical and health hazards of the chemicals in the work area;
iii. The measures employees can take to protect themselves and others from those
hazards, including specific procedures the Company has implemented to protect
employees from exposure to hazardous chemicals, such as appropriate work
practices, emergency procedures, and personal protective equipment to be used;
and
iv. The details of the Hazard Communication Program including an explanation of the
labeling system, Material Safety Data Sheets, and how employees can obtain and
use the appropriate hazard information.
All Oxy RMAT Contractors shall ensure that their employees are trained, as required, by this
regulation.
v. When employees of another employer other than the Company may be exposed to
hazardous chemicals on Oxy property, Contractor employees shall receive an
orientation briefing on the site specific details of the RMAT Hazard Communication
Program, the availability of MSDS's for all chemicals used and/or stored in the area
of operations, labeling requirements and any precautionary measures that need to
be taken to protect employees during the normal operating conditions and in
foreseeable emergencies.
MSDS RETENTION
. MSDS's will be retained for each hazardous chemical used and/or stored on Oxy
property within the area of operations. lf a Manufacturer, Distributor or lmpofter of a
chemical revises or updates an MSDS, the revised MSDS will replace the previous
copy.
OXY RMAT Emergency Response Plan Page 21 of 42
O MEDICAUEXPOSURE EMERGENCIES
. The specific chemical identity, even though a trade secret, must be provided when a
treating physician or nurse determines that a medical emergency exists and the
specific chemical identity is necessary for emergency or first aid treatment.
. This information must be provided immediately.
. The holder of a trade secret may, after the emergency has been abated, request a
written statement of need or a confidentiality agreement from the treating physician
or nurse.
I. LABELING CHEMICAL SUBSTANCES
1. Definitions:
i. "Label" - any written, printed or graphic material displayed on or affixed to
containers of hazardous chemicals or substances
ii. "Container" - any bag, barrel, box, can, cylinder, drum, reaction vessel,
storage tank, or the like that contains a hazardous chemical or substance.
Pipes or piping systems, and engines, fuel tanks, or other operating systems
in a vehicle, are not considered to be containers.
iii. "Hazard Warning" - any words, pictures, symbols, or combination thereof
appearing on a label or other appropriate form of warning which convey the
hazard(s) of the chemical(s) in the container(s).
2. Labeling Requirements:
i. lf the hazardous chemical is one for which OSHA has a specific standard,
then all labels on such containers shall comply with the labeling provisions of
the regulation;
ii. Employers shall ensure that each container of hazardous chemicals in the
workplace is labeled, tagged, or marked with the following information:
f . identity of the hazardous chemicals contained therein; and
2. appropriate hazard warnings.
iii. Stationary Process Containers - Signs, placards, process sheets, batch
reports, or other written materials may be used in lieu of affixing labels as
long as the alternative methods indicate the identity of the hazardous
chemical(s) and any appropriate hazard warnings. The written material must
be readily accessible to the employees in their work area throughout each
work shift. Tanks and process vessels shall be labeled with the appropriate
information to indicate the contents of the tank or vessel.
OXY RMAT Emergency Response Plan Page 22 of 42
iv. Portable Containers - Labels are not required on portable containers into
which chemicals are transferred from labeled containers and which are
intended for the immediate use of the employee performing the transfer.
1. The chemical in the unlabeled container must be properly disposed of,
or returned to the labeled container before the employee who
performed the transfer leaves the work area.
2. Chemicals in unlabeled containers, which are not returned to the
labeled container, as described above must be labeled with the identity
and appropriate hazard warnings of the chemical.
a. Labels are required when it is necessary to leave a hazardous
chemical in a portable container, i.e.:
i. Beyond the work shift in which the transfer takes place;
ii. The employee who performs the transfer leaves the work
area;
iii. The container is moved to another work area and is no
longer in the immediate possession of the employee who
performed the transfer.
3. When it is necessary to label a container of hazardous chemicals, the
following steps shall be taken:
a. Mark the container with the common/trade name as used on the
primary container label or MSDS;
b. ldentify the physical and health hazards of the product as
identified on the primary container label or MSDS and place
appropriate hazard warning on the label;
c. Provide the Manufacturer name and emergency contact phone
number on the portable container label;
d. lnitial and date the label;
e. Affix the label to the portable container;
f. Remove any previously attached labels which no longer apply.
3. Specific Requirements:
i. No labels on incoming containers may be defaced or removed, unless the
container is immediately marked with the information required above;
OXY RMAT Emergency Response Plan Page 23 of 42
ii. lncoming containers of hazardous chemicals which are not labeled shall be
labeled as described above;
iii. Labels must be legible, in English, and prominently displayed on the
container;
iv. All labels must be maintained for the life of the container or until it is sent for
disposal;
v. ln the event that an employee speaks another language, the information may
be provided in that language in addition to English;
vi. You need not affix new labels to containers if existing labels already convey
the information required above;
vii. Labels must be complete and in good condition lor hazardous materials to be
transported on Colorado State or County roadways.
4. lmproperly Labeled Containers
i. The following procedures shall be implemented to ensure that no improperly
labeled containers are present on Oxy property:
1. lnspect each incoming container;
2. Verify information on label;
3. Assure label is prominently displayed, is legible and in English.
ii. The following procedures shall be implemented when improper labels are
found:
1. label the product with an in-house product label using information
found n the product MSDS, and
2. Notify the manufacturer, importer, or distributor of the product that it
has been received and that it is not labeled in accorrdance with 29
cFR 1910.1200(f).
a. This notification must be made in writing within 15 days of
receipt and must specify the information that is inadequate or
incomplete;
b. lf no response is received within 30 days, a second notice must
be made in writing, specifying information that is inadequate or
incomplete;
OXY RMAT Emergency Response Plan Page 24 of 42
c. lf no response is received after an additional 30 days, a third
notice will be sent with a copy to the Oxy Corporate HES Office
in Houston, Texas.
J. REFERENCES
. 29 CFR Part 1910.1200,Ha2ard Communication, Sections (a) through (i), including
Appendices A through E.
. 29 CFR Part 1910.21 10, Retention of DOT markings, placards and labels.
OXY RMAT Emergency Response Plan Page 25 of 42
i=o*oous MATERTAU.HEMT.AL
INVENTORY FORM
Quarterlv lnve
Derek
SUPERVISOR Johnson PHONE 970-683-5406 PAGE
NAME oxY slrE cacade creek DATE: 02-Auq-0s
STORAGE
LOCANON
PRODUCT
OR
COMMON
NAME MANUFACTURER
EMERGENCY
CONTACT
NUMBER
MSDS
ON
FILE
?
CONTAINER VOLUME
USE or
EOUIP.TYPE
COUNT TYPE TOTAL
Cascade
Creek Facilitv
Triethylene
Glycol
(TEG)Ashland
Chem., Co.
1-800-274-
5263 yes 3 AST 750
Gas
Dehvdration
Cascade
Creek Facilitv
Methanol
Equistar
Chem, lnc.
1 -800-700-
0946 yes 1 AST 450
Freeze
Protection
Cascade
Creek Facilitv
Ethylene
Glycol
Philchem, lnc.
1-713-807-
0042 yes 1 AST 200
Freeze
Protection
o
Cascade
Creek Facility
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 2 AST 337bbt Bv-oroduct
Cascade
Creek Facility
Motor Oil
Mobil Oilcorp.
1-800-662-
4525 yes 3
AST
&
drums 475
Used in
Generators
and
Compressors
617-24
Triethylene
Glycol
Ashland
Chem., Co.
1-800-274-
5263 yes 1 drum 55
Gas
Dehvdration
617-24
Methanol
Equistar
Chem, lnc.
1-800-700-
0946 yes 2 AST 0
Freeze
Protection
617-24
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 1 AST 73bbt Bv-product
620-21
Triethylene
Glycol Ashland
Chem.. Co.
1-800-274-
5263 yes 1 drum 55
Gas
Dehydration
620-21
Methanol
Equistar
Chem, lnc.
1 -800-700-
0946 yes 2 AST 0
Freeze
Protection
620-21
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 'l AST 47bbt By-product
O uro-,
Ethylene
Glycol
Philchem, lnc.
1-713-807-
0042 yes 2 AST 110
Freeze
Protection
OXY RMAT Emergency Response Plan Page 26 of 42
620-1
Motor Oil
Phiil no 4 ls 20 lubricant
620-33
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 1 AST 68bbt By-product
620-33
Ethylene
Glycol
Philchem, lnc.
1-713-807-
0042 yes 3 AST 165
Freeze
Protection
620-33
Methanol
Equistar
Chem, lnc.
1-800-700-
0946 yes 1 AST 0
Freeze
Protection
620-24-43
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 1 AST 1 3bbl By-product
629-31-1 1
Condensate
OXY
Chemtrec'l-
800-424-
9300 yes 1 AST 16.6bbt By-product
629-23-42
Condensate
OXY
Chemtrec 1
800-424-
9300 yes 1 AST 47bbt By-product
632-21-41
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 1 AST 85bbt By-product
629-23-42
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 1 AST 47bbt By-product
)*r-,r*
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 1 AST 93bbr By-product
705-22-43
Condensate
oxY
Chemtrec 1
800-424-
9300 yes 1 AST 16.6bbr By-product
797-05-36
Condensate
OXY
Chemtrec 1
800-424-
9300 yes 1 AST 0bbr By-product
797-05-s2
Condensate
oxY
Chemtrec 1-
800-424-
9300 yes 1 AST 25bbt By-product
708-1 1
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 1 AST 25bbt Bv-oroduct
629-1
Triethylene
Glycol Ashland
Chem., Co.
1-800-274-
5263 yes 1 drum 55
Gas
Dehvdration
620-43-32
Condensate
OXY
Chemtrec 1-
800-424-
9300 yes 1 AST 16.6bbl By-product
609-1
Methanol
Equistar
Chem, lnc.
1-800-700-
0946 VES 3
500
oal
1 500
qal
Freeze
Protection
Ou,r-0.
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 yes 2 55 qal 110 oal
Gas
Dehvdration
OXY RMAT Emergency Response Plan Page27 of42
609-1 4
Ethylene
Glycol
50/50
1 55 55
Gas
ation
609-2
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1
800-424-
9300 yes 4 55 qal 220 qal
Gas
Dehvdration
609-2
Methanol
Equistar
Chem, lnc.
1-800-700-
0946 yes
(2)
112
f ull
500
qal 500 qal
Freeze
Protection
609-33
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 yes 6 55 gat 330 qal
Gas
Dehydration
609-33
Methanol
Equistar
Chem, lnc.
1 -800-700-
0946 yes
(2)
112 &
114
f ull
500
qal 375 qal
Freeze
Protection
608-41
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1
800-424-
9300 yes 3 55 qal 165 qal
Gas
Dehvdration
^-.608-41
Ethylene
Glycol
50/50
1 55 qal 55 qal
Gas
Dehvdration
608-41
Methanol
Equistar
Chem, lnc.
1-800-700-
0946 yes 2
500
qal 750 qal
Freeze
Protection
604-1
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 yes 1 55 qal 55 qal
Gas
Dehvdration
604-1
Methanol
Equistar
Chem, lnc.
1-800-700-
0946 yes 3
500
oal 300 qal
Freeze
Protection
605-23
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 yes 5 55 qal 275 qal
Gas
Dehydration
605-23 Methanol
Equistar
Chem, lnc.
1-800-700-
0946 yes 2
500
qal neq
Freeze
Protection
605-1
Triethylene
Glvcol
Ashland
Chem, Co.
Chemtrec 1
800-424-
9300 yes 4 55 qal 220 qal
Gas
Dehvdration
605-'l Methanol
Equistar
Chem, lnc.
1-800-700-
0946 yes 2
500
qal 750 oal
Freeze
Protection
OXY RMAT Emergency Response Plan Page 28 of 42
604-1 1
Triethylene
Glvcol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 2 55 110
Gas
rydration
605-2
Triethylene
Glvcol
Ashland Chem,
Co.
Chemtrec 1-800-
424-5300 VES o 55 qal 1 65 qal
Gas
Dehvdration
605-2 Methanol
Equistar Chem,
lnc.1 -800-700-0946 yes
(2) 1t4
f ull 500 qal 250 qal
Freeze
Protection
604-44
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 yes 2 55 qal 1 10 qal
Gas
Dehydration
604-44
Methanol
Equistar
Chem, lnc.
1-800-700-
0946 yes
(1)
3/4
f ull
500
qal 375 qal
Freeze
Protection
23-15
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 yes 2 55 qal 1 10 qal
Gas
Dehydration
23-15
Methanol
Equistar
Chem, lnc.
1 -800-700-
0946 yes
(1)
314
lull
500
qal 375 qal
Freeze
Protection
I rs-r
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 yes 1 55 qal 55 qal
Gas
Dehvdration
15-54
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 yes 1 55 qal 55 qal
Gas
Dehvdration
43-31
Triethylene
Glycol
Ashland
Chem, Co.
Chemtrec 1-
800-424-
9300 yes 1 55 qal 55 qal
Gas
Dehvdration
OXY RMAT Emergency Response Plan Page 29 of 42
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United StEtos
SAHA Title tll
Ah n \rS,!, -N otlf i eati oI
Dear Guolomer;
Itflk-yq, for your inlerest in Equistar Chemlcab, LF products. Attached is a eurrent Meterial Salety DBta theer
(M$D$) tor the following produc(s) purchased or requesred by yorrr company.
,EOUIETAR ProrluctNerFe Froduct f'tpmbtr ffstsrlal NAE}e
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ThhJ$ to provldo_annuel notificaiionthst the product lisled *bove cohtains substance(s) subject to the reportini;
requirements of Section 313 of SARA Tltle lll. As specified wirhin paragraph TO.CFR Parr,972.45{b)(5} of th8 rirls,
th'ra covercheet must be rfiaintainsd with tha attached MSDS. Anycopyirtg aIld redi$tdbutloo ol the MSDS must
include thls.covslth€ot.
-ti*
MSD$ has been prepared in accordanoe with th6 O$HA Hezard Cornmunhation Standard (zs cFB
-EIO.IEfi))
and the 'Suplier Nolificalion' raquirements oI Section 31S of SAHA Title llt (40 GFF Part 927.45).
The MSDS providee important heatth and Ealety lnforffiatlon- We suggest yos rsvierr/ thG dccument prior to' handfin$ ft6 prOdqgt. For the MSDS lo be an gfiectivs m€ang of hazard sommunlcatiop, it muet be made available
to all those who handle,andEre rgsponsible for operations lnvolving this product. Maximum concenlrathhe of
ingred,enlg, whEh are $ARA Stg listed. ereprovl'ded wtthlriSsclhn Zstihe.attached MSOS.
lnformatkrn conlained herein shsuld nbt be us€d for apeclfimtion purposos. V\lg recsmmend that lrou consuh your
occupatlonat heatth and E8fetyipecialhr to inEur€ thai methods uied in the hendting, storage ano- reporting oi
thBse pflrdrrutg will bo adeguate and in compliarree wilh applicable lagw and reguhtlons,
It addit{oml haallh and safety inlormation Is reguired, please catltha Equictar Product Safety otfrce af (Boo) 200-
0s46 or FAX (71S) 951-1574-.
Slrterely,
EquiatarGhemicals, LF
Product Safety
Atlachmenl
uEr*, H*?rvd
. " tIl.r.tig" .lIs7EeaseE P€GE17
Eoutsilnm
Materlal Sefety Data Sheet
fulethanol LPC
MSDS t-rto-: 00t1000000r22
VolidanorrDstel 09/02/2000
VeGfun ib: 1,9
Chomlcol Name;
CAS Numbor:
Synonyma;
Chemtcat Family:
Hanulacturer;
Methanolatcohol
67-58 I
Methanol; Methyl alcohot; Wood atcohol.
Alphaiic Alcohol
Equistar Chemlcals, LP
'1221 McKinneySt.
One Houslon OontEr, Suite 1600
P.O, Box 2563' -
Houaton, Texas 77252-2583
Telephone Numbers:
Emeroencv:
Produo! Safetv:
GHEMTREC 8{D rt24 9300
EquistarS00 24s4532
sETtO 9t 800-OO-2r4
Phone 800 70O O94B
((
-gelopolEnt
l,tomet cAs No. trI'lelham! 6f-6&1 ZOOppm
OEHA
STEL
N/L
.ACGIHu
a)0ppm
ACGTH
sTEL
250 ppm
Llstlnql Avq. Mtn-
NL 8S.9
'1 =OSlUt 2r|AFC $=trtTp 4=OtlrersN/L*trlotUstcd Sac Scction ll for more inlormalion
sEcnoN_ 3: HAzAiD iDEr,ntiffiiiEntuwttcxPvclrulew T
Slgnal Word:
Hoardg ldenllflcallon:
Phyalcal Sretg:
Color.,
(ldor:
odourfhrectrold:
POtential Hoelttr EttocttE;EffiE;E;-
Elgno and Symplome ol
Acute Erpoarc:o
DANOEH]
V€Pol€ can lravel lo a eburce ol ignition and llaeh back. lvlaterial cen burn wllh litlla or no vlelUe
flatne- FLAMIIABLE LIOU|D - Toxtc
Lignirl,
Colodess.
Alcotp!-lke.
160 ppm
lngetlim Skin lnhalation
lriay cause.irrilalion to eyes, skin, and tespitatory syslem- May iause drowsiness and direiness,
ligthanol, it ingacted or lohaled rnay causb motiUiic acidosii, btindness or dcslh. Skin,absorption
ol rnethsnol mey edd cignllicqnty to the ovenllloric ellecl.
B3-A9-?AP5 17:81 FINKS 4357E9E5EE
.r5ts.h .rrslErrrLr, x rrr
|{ay ueqq.iftation lo sya+Eklttr 6fid regpiratq}y syct6m. tulay eEUEE drowglnes$ srrd dEqlnaes.. Methanol. il lngosted orlnhalsl nraycsruse matibillc acidoali, blindnede or death. gkin absarptisn
aI mAhanol may tdd Eign[hantly to the overatl toxlc effecl.
Skin e&osure to mpthanol may also reuse rigntticent toxiulty,
Irrltfling to the rBsFlratdy Eystem. fulay cause drotrylnem and dlzzlrro*.
tililU eye irrilafit, can cause conJunetivitis, and/or comssJ opaciry-
reacuc and prov{dlng
PI:IGE1E
O
rdethanot
Ekln:
lBh6latlonl
Eycr
Ingaation:
Ghronlc l{esllh EI[Eelrl Metfisnol h *bwly eliminated kom ihe body, lhersforc it can ftave cummulatirre toxlclty effects tvirtl
repealed etpoeurts.
MElhanol is elowly aliffiinfltdtl lrsrfl lho body, lharefore il osn have cunrmulalivE toxlclty efteck wlrh
repealed eryoeuros,
CondilloBs . Aggrsvfltod
by Expoture: Persons with exigting akln, kldney, liver or eye dieordere may be at increaeed tiuk when axpoued tomelhanol
AID MEASUHES:
TrkE-pro-prr prEeruflfllo to e$sllfr yqur own_he*lth ma uretyaaloruffifrpffispcclllc lnfomeUon rcrer to tho Embrg+ncy Owrvlcw ln Bmtlon g ot ttrt* UEOS,
lnhglttion:
t ilethanol
lngestion:
J,-,
Move llre exposed person lo lr€6h ail at ofte. ff breathing hes slopp6d. perlorm artifldat '*
resPlralolt. When breathing ic difflcult. prppedy ksined pexsonnel iriay aield lhe rffrcted pcreon by
bdminiElcttuIg olrygen. Ke+p lho allecled persm werm and gt resL Gll fnedical etteniion'l
immcdiatoly.
Thoroughly llr.eh tha eyes wilh hrge Emounb ol clean low?reeeure, nratcr fol at teael l5 nrinr,rtee,. .,
.oocasionally lifting lho upper ard lower eyslid6. !f lrlleilon ireniets. eeek medtcat attenlion..
lmmediataly rumove excess chEmical and contarniflnted clothirrg; thorcughty $,a6h codaminetEd
skin with mlld eoEF and wfllsr:. It irrltallon persiste afterwashing]'eeak rnldiial altontion. f$oroushty
clean conlarninated clolHng beiore ra*e; dlacerd contamlnated halher.goode (gbv6s, dfroes, #fd.
w&[els, eta,].
Gel medioal atlention lmmediately.
5: FIRE
OSHAINFPA Claea 19 Flarnmabte Llqutd-Ghrglrlcallon:
Fterh.Patnt / Hcthoeti
'Ar.rto.lgmilion
Ternper*t*ret
F,lqmrmble Uitlt*;
Httffdous Gombu*tlon
Produote;
tl oo{5L8 oF)
OPEN CUF
885'C r/25.F)
UOtflEH: S gcffi
UPPEk 38%(V)
Panial oxidatian ol mqthEnol can lEHd to trr6 romation of fomaldehyoB, cerbon mono*ide, and
lormicacid.
Pngc 3 of?o
@3-65-E845 17:El FINI{5 4357EgE5eE
Frsfn: uuaorrEr i3eluce I o: l(Bpror lfltnJBrrEgf rrc.
Spscasl Gend$lsnsloA€Id:
Egtlnguishing UodI*;
FlrpFlgrhllrrg
IErtructfon8:
Feporrable Ctusrtitios;
USIE:'I'JJ'UJ IIM€: f:+I:UIAYI
o 21.2 "C r/O "F) VlEcosttys
FFIGElS
Fdue n 9t s
((
Keep oonlalners llghlly clo+ed gnd in e vngll-ventitsted ersa- 'sltoro awey lrom oridilers end olhgr ,.-
cambustiblo materhl by'a dletBnse ol a{ lea$t U0leBt, l\,/htal oontatr:em used lo slore ttrls m8teria,
should bB groundsd.
Erylne.rhg
levels betow rceonrnsrdsd elpocure UmlleFef,oorul Pfgtactlon!. utlolttlod; A r€splratoly Frotsclaon pmgrem thar m+Brs CI$HAB zg OFH tgto,l$4 or Alt$t ZEO,?
rcquiremente must be lollowgd whpnflrer wptkplace conditrons wgrrant redpirator ute.
, Sklnl Approprlale prot*tiv* clolhlng should be !t sm !o prsv€nt skln *onroi,
Etr.protrctlon:
MEth*noI iE TOXIC. Avoid ell exFocure, especially ingestion. Valors r,ay travet l*ng distances .
along th* ground bstara reaching a :eaurca of l$ritlorrand fl*ehing back.
SMALL FIEE; Usa dry chemlcels, Coa. u,atersprey oralcorroFreslsrant tosm LAFIGE FIBE: Use
water spr&y, wetEr log or bbohol-rasistanl loam
Prot+ctlve EgulpmenUclothiflg: Wsar q NtosH approved poeilive pressure Eeil-contained
breaihl*p appatstu$ end lirofghlerturnour g6ar.
ln-ltfrJCtionsl Eva0uate Erea end light {rom a maxifiurrr digtance or use unmanned h66€ hpklsre
cr mfflitqr noEzlcs, HgEl ffiEy generale tlammeble or expfosive vapors; dw€s* t!frth w*lgr spfay
orcoverpoollng liquld with Ioam. Containars can build up pretsure it evpored lo heErti copl with
floodlng quantatles st water until wsll aftar fire ie out- Wirhdlaw amrn+dislely kr e*se of rking soundftom veEtlng sulety devia++ar discoloralion of vesscl. AlwayE stEy Ewey'lrom the €nds ol isnks.
.AL EELEASE
tlimanEte aII ssuraas of igfiilion. Stop [6ak il yvithout rirk, 'Uee weter apray or slcohol-rssistant
foam to reduce.vbpors- Pr€vent sntry lnto E6ilvem, bs*emenls or co*linefl eaeas; dike if neaded-
Dependn0 on.the atre snd natura,oliho releasa, atl responderu may need ro bd I{AZWOFEB
trHlfiEd and local. state and lederat Eulhoritier mry n€ed to bq noli{icd.
$ee Sac{ion t5: Flagulatory tnformatlon.
CHEilNCAL
et-7 oc (148-9
100 nm Hs
SolidAiquid:
Vapor
Hot *ppilcablc.
uapor Preseurc:
Speclfic Errvity;
Ocianolrwiler Poriltlon
docfflclent ln l(ow: o-71
0.81 (Water - 1)
1.1 (air- t)
Water SoluDllity{%weigh!): Easib $olubl* ln coH uretsr.
Moltin6lFleezlngPolnk -$7-8 "C C144 "F)
Page4 ot7
of lhi* meierial
$toruge:
Flt'lt(s 4f,578585EE
Sandhiane to Avold:
lnearilpEtlblfitywlrhl
Hgzardoun Froducte ol
Ee60ftp0slu0n:
Haurd+ur Prlymerization:
Eeactlons wltlr AlranO Wxter;
CARClNOGElllCtTy| No conctu6Me dEl6 found ifl titeraiurB sgarch.
HEPRODUCIIVE / DEVELOFUET{T EFFECTS:
@mqonq!. Malharnl
Ltr50[nhl)Rat 64000 irtc/l(G
LIr80(omt)Hat EEEgMGrKcMouse 7300MG/KG
Avoid conlact with strong oxidirer$, exceseivo heat, sparks sr open Ilgffie.
Can reacl vi8orqurly wilh oxir{izing malsdqlr. A nurnber ot hazerdorrs reactions harra beerr
r€podsd (NFPA, l8S6) in cases wher* methanol ls prosent i,,t Eoffibinatioh with: chromicanhy*idq phoaphorous lrioxide, t+ed porchtorata, perchloric acid end plhy
Pafial 6)o-dafion ql mElhanol can lead to tho formalion of lormaldehyde carbon nronsrd4s,
end lonr'rip ectd,
Will not occur.
,Does not react tvtlh ail, Wgter or other common malerials-
PH6EEE
,o
Mcthano! ts * hurnan poieon- lt can produca e&ver mdabolic acidq$ls, bthdnpffi and death. Th6 onset oteym|toml.mE1.be.{etaye-atorlBto24hoursafteringestion. Tofieiryisr€lsiodtoth6degreaofacidosis
Fro{ruord thuB lhe lime interual betuuen arp
LC50 {lnht). Hst 640O0MG/KG
LosO (016l)R!t, 5628 [,G/KG, 7S00 MG/KG
Mouse
ACUTE lHllALATtoH EFFECTE; lnhalalion of rnsihanol-la lha maior ro,uto of exposure in tho oecupationEl environment
'
c+ualng toxicily.
ACUIE ORAL EFFEcfsi Mo*t.olithg lllertture on methanol pohonlng Invotvee acc{dentat or intsntionat ingeetion. r lngeetionof at litle EE l6 ml can cauee bllndnes*, and 3o to 2$o rnl canbe latal-producing seyere.melabolic actdoctt;Hindnese,lanu ...death,
SKIH EFFECTE: llelhalol E a s-l,in irritant.: Abeorption.ol methenot rhrough the skrin nay edd
glgntfiqsntly 16 tho olrgrsfi lqxric ellect. Slandard Oraize skin r6ot (rabbh) - 6oae, zo mgfui hrs Fleactiqn:Mqderate
EYE EFFEGTS: birucr contail of ftelhanol wiih lhe eye prodr.rcee a mild. rsv€reibte iritation, assumlnglffiatrnsrt ie lnllia166 Orornotly. Translent vieual abnormalitio$ th6t dswlop during qcute ffiethanotlntudcclion may lrrdude bluri'ed or double vlslon. changeG ln cofor prmpUo.n. cdnstrtaeO vbudl liektr,spor betora the eyes, and sharpty reduced visuil acufii. Standdd-Ddie eyl rest (raUblt) , Dosel+omg Heaclion: ilodernle Doee: 100 mgl24 hrs Fteactiori: MotlElate
HEPEATED DosE Toxrcrryr ttq cincluEive data found in rir'/flrurs ssarcrr.
Ewpornllon Hrte:C.l (Edtyl6cetaie-t)
Page 5 of?
E4,3-ES-Etr85 17:EE FINI(S 43578985E8
, ' -..'. *.-'*l.ri
PHTiEEI
ACUTE lltlHAI"ATlOt{ EFFEGTFi lnhalatisn oI methanol.ir lhb major route 6f oxposure in the otcuFatioriel
efi vironmsfi I csusing taxicity.
AGUTE OEAL EFFEGTS; MoEt ot lh6 lrteralurg on rnethanol pois0rling involyss accidentat or intentiqnal ingestiorr.
lnggstion of aE llttle EE 15 rnl cah causs bllnclnes+, snd i0 to 260 ml can b6 ratal pr0ducing E6vgre metflbolic
acidoaig, blindnees, end dealh.
SHIN EFFECT$: Methanol is a sHil lrrilanl. Absorplion of methanol through the ekin rfiHy sdd
aigrtirloanDy td lhe ovcral] loxk elfecl. Slandard Draize skin test (rabbh) , Doss; f,Q mg/24 hrs
Reaet'on; Moderate
EYE EFFECTS: Dlrect oonlact of mcthflnol yrllh the ey6 ptod$ces n mitd, reversible iritalion,
8sedfilng treEtment is initlEted promptly^ Tranpient visual abnormfllitiBs that davelop during
EEute melhf,nol inloxicalion rnay include blurred pr double visio4, chengee in color precepll+n,
tonstrlcled vlsugl !gl$, spols belorc thc cyca. and eharply rsduced viiual acuity. btandard
Praize eye tcst (rabbit) - Dose; 4o mg Reaction: Moderqle Dose: 100 mgla4 hre Heactlon;
Moderete
HEPEATED IIOSE TOXICITy: No conctusive data lound ln lltgt6tur6 Bearch,
CAHCINOGENICITYI N6 co,lclugi\ra data found in lilgtslurg 6aerch..
HEPHOPUGTTYE, DEUELOPMENT EFFFCTET Melhanol Subchronlc tnhalation Btudi60 wlth Laboratory aniftsl$
(condrrcted at approximately gg7c ol ths LC50) tus uhorvn epecilir rbnormqtitiee to the cardiovascular,
musculoekelelal and urogenltal eystems of lhB dsveloplflg fetrrs. Rspoded elf€ctg slso lnel
Ecotaxlglrt:
Envlronmglrtsl Fate;
Eioaccsmulrllon:
e.rvlrohrnonl Ir ergeoted. Operatore ol waler inlekee in the
weter.
term dartt6g6 t6
should be notilied ol releaEEs ib
o
Methauol iE exPecled to be blodegradable in soll. lte nrtrcitrility ln water and log KOW(.0.7fl suggest
hlgh.motttity in aoil. Based on e eaForpredsure o, 92 nrm Hg at e0 d6g evaporglion lrom dry rurlacee
can be erycctcd to occur- The lrnporlant environmental late ptoceE+ lor nrethgnol in wata. ie
blodegrudalion, Metanol is e:pecled.to sxist almoct enlkoly In the vapor.pheee ln th6 smbbnt
atmo6Fhora, based on a vapor pnBsBure ol Ea rflm Hg al ?0 deg C, ll is degradgd by rEsction wfih
Ph.oroch€micnly produced hyd-ryt red. icals with an ostimated tralf.lils ot t7.8 dayr in a typb+l
embbnt etmospheIe. Eecause ol methanolts rryatsr sotubifity, rf,in would be orpccted to phy,ekHlly
,6mot/6 6offi6 from the air; the dqtsction o( mslhanol ln a tlrunder etonn watar tsnds lg conlafffi lhls
euppoeltlon.
Not expected to occur.
IE; DISPOSAL
conduclsd g
device in sccordance with ,ogulremanle of apptiogbl€ Cleen AirAet r.sgutalions.
sEenoH I 4i tFAN-SFo-trtIFffi
Froprr
Ithmel
EOTH*ardGhss:
Ull/l'tA,ltr:
Prcklng Group:
LrEels:
Mslhanol, or Meftyl alcohol
I
uN 1230
FGII
.
Flamrnablp frquid. Poisori.
Marlne Pollulant: No.
NAEB Eiutthbook: 131
DOT $I6tUe!A U.S. Depeffient of
Transportalian regulated
ftaierial.
SEGTIOf{ IS: R
Page 6 of?
. 'i:.',
!i.
SABA- $sclion t13
Emiselons ReForllng:
SARA*SEction SIt/Elt:
GEHCLA Hr'rrdoug
$ub;lanoos and thelr
BeporlebbOunntlllEs;
FINI{S 43578985EE
Esspensll
Methanol
Thq lsllqwing chernicsls in th,s Fmduct 6xc€6d lh6 dc minirnu+ rgportrng hvel eslablished by
SAflA Tille lll, $ection 3'13 and 40 CFH 372.
Eomoonetrt Haoorllno ThreEh0ld
Mpthanol 'l.Oq/"
Thls producl l+ classlfied into thB followlng hsuanl catagories;
lmmediate Hesfth DelEyed Hssllh Flrc
Heoortabla.ouairtltv
5.000 LBs {870 KG}
EflXffill""^H?;[1;r, msnutacturers sr dtet,,tburors or conrumer pfodrrcts Into the state or Califomia lo provlde a warning
statbmsnl 3l lhs pru*pt contqlna lngredisnts lor whtch the State has lound to cflu8e oanoer, birth delects or olhef ToproaJcllve
frann U Urte pnUu6t con11ln6 an irfiredient liftsd by lhe $tate ol Calitornia ts c6use caflcer or reproducii\re loxlcity lt wUl b€
It8tsd b6low.
r jaru-rrr'
The inlormalion on this ltilSDS wce oblsined llotn gources 'we
bclieve are rEliable,. Howevgr.
Lstegt BevlElon(i):Conversion lo SAP lerrrplfrt€.
END OFDOGUME}IT
the inlormstiorr is provided without any wamnty. expro8ssd orimPlied,'regatding lts correcln€$s'
Some information presented and conrilueione dlarwr hereln ato from aourc€s olher ltrEn dlreet test
drta on the eubsta'rce itself. The condlliofl$ of methods ol handt'mg, EtotEgto. use and diryoeal of
th6 product are beyond our conttol and moy be beyond our knowledge. l'or thl6 and other rsesons,
we io not aEsume-reeponslblllty arrd epreiisly diailaim liability larlosa, damage, or €rlPsttte-ari3ing
oui ot or in any way cdnnected'wllh fradCIing, etoraga, use, or disporal of thi6 Producl' Thls MSDS
wag prepared and is to be used only for this procluci. f me produc't ie used a$ a comPonqnt in
mother poduct, lhh MSOS inlorfttalion rnHy lrot bs epplicable.
FI:IGEEE
oomponeni8 of thls product *16 llplEd on ths
thisprdduct6rs llEtedunderths T$EA f t{b) Eryort
inventory. lf idantified compDnenta DJ
rtion rule. theywill be listeil bdow'
,:at
605840-00
APPROVAL DATE: 0gi[g/g4
703-849*326s
202-483-7676
1/z
PRODUCT NAHEI #€B!1 pgGAStrS ,SpECIAIsuppLIER: HoBrL orl Co#:vY er' ,---
PRODUCTS AND TECHNOLOCY DEPT.3225 GALLo',rs li.D.FAIRFAX, vA 22037
?4 - aow Emergency-(cal.t collect) : 60g_737_4411
ffi,lffi.]nd MSDS rnformart;;;--' 800_662_4s2s
800-424_9300
2. COMPOSI?ION/INFORHATION ;;;;;;;;----
INGREDIENTS CONSIDERED HAZA.R.DOUS TO HEALTH;
:l;:.il:'rltl: ::l"fiiH:;t."0 ro conrain ingredienrs which haver,azaraous -io
rrear rt ", ;;;;"11.;;rfl:.ff1";:*"ffi;j" ii"ji"f:*:i;:l:";f';;:'l::::::.*j""ti,1". "-'""^illrio,,
rs ror i ieguiaro,T
See Section g for exposure limi ts (if appficable) .
3. HA,ARD' rou*ri.;;;;il--
US .SHA HAZARD COMUUNICATION STANDARD: product assessed, in accordancewith ,sHA ??-cFR igi'.iz00 and det".ri.,Ji"r,ot ro be hazardous.EFFECTS oF ovERExposuni, -*r'"r*"rricani -;;;;;,
expecred.E,'IERGEN.' REspoNsE ili;; ,J.i'iro", r-irrii.--oo, ERG No. _ NA
4, FrRsr
^ro ,*rr;;;------
EYE C0NTACT: Flush thoroughly with water.a physieian.If i rri tat i on occurs , cal I
i$,il.fi$$!';^1"::^::::i": areas wi rh soapTNHALATIoN: Not-r-..
rvrrLcuL areas with soap and water.
INGESTI,NT Na. ^.:lp":ted to be a probtem.rNGEsrroN: Nor _;;;;;;;*ro'oolu". probrem.
liter(pinti' insaqra,r r--,?tlblu'. However,
:::,::'i.: :lri::;;; ;il;li:i.:il:;f"; ::,i :j"::::":' ::i::
iiter(pint) i;;;, - qv ue a probIem.. However, if greater Lhanend cat t a .h,,1,::::1, jmmediately give I ,r- i ;i,".oo ^F ..- r _center ror ."";"i"""i. ""ff';;i emergency room or poison """i."rby mouth to in-,]r".,.eFr.a,.- - .- nduce vomiting or BiVe anvf hinoby mouth ro an ,;;;;;",^II lll 'n'nconscious person.or give anything
PAGE 1 OF 7
I'TATERIAL SAFETY DATA BULLETII{Coonpoessor St*&brr:
Ontt6
1. PRODUCT A.BiD COT,IPANY. IDEI{TIFICATION
o
},IOBIL PEGA,SUS SPECIAT 605840-00 PAGE B oF l
B. EXPOSURE CONTROLS/PERSONAI PR,OTECTION
VENTILATI0N; No speciel
and with adequat-e
RESPIRATORY PROTEC?ION :conditions of use
EYE PROTECTION: Normal
emp I oyed.
requirements under ordinary conditions of useventilation.
N1 sgegiat requirements under ordinanyand srith adequate ventilation.rndustriar eye protection practices should be,
given be1ow. Consult product Data Sheet
o
SKIN PROTECTION:_N:_:p:"i"1. equipment required. However, goodpersonal hygiene practices shourd "i;;y; ie rorrowed.ExPosuRE LrlflTS:. This p.oarii-aoes nor "o.,iii., any components whichhave recognized "*po".r.* limits. H;;;;;r, " ttr"shold Iimitvatue of 5.00 mg/m3 is suggested for oil mist.
9, PHYSICAL AND CHEI.IICAT, PROPERTIES
Typical physical properties arefor speci fi c detai 1 s .
APPEARANCE: Liquia
COLOR: Dark d;bl.
0D0R: ilild
ODOR THRESHOLD: NApH: NA
BoILTNG porNT C(F): > 316(600)I.IELTINC POINT C(F): NeFLASH porNr c (F) : > 204(399) (asru D_g2)FLAMI{ABILITY: NA
AUTO FLA},IHABILITY: NE
EXPLOSIVE PROPERTIES: NAOXIDIZING PROPERTIES: NA
VAPOR pRESSURE-mrnHg 20 C: < 0. trVAPOR DENSITy: > Z,O
EVAPORATION RATE: NA
RELATIVE DENSITY, T5/4 C: 0.875SOLUBTLITy rN HATER:' wegi t;;;i;PARTITIoN CoEFFICTEN?: ;-t:;---
VISCOSITY AT 40 C, cSt: 101.2V_ISCOSITy AT 100 C, cSt: , - ii:OPouR porNT C (F) : _36 t_SilFREEZING PoINT C (F) : unVOLATILE ORGANIC COHpOUND: EXEITPT IN U.S.NA=NOT APPLICABLE NE=NOT CSTEiITSHED D=DECOI{POSES
FOR FURTHER TECHNICAL INFORHATI'N, .ONTACT Y.UR HARKETING REPRESENTATIVE
t
MOBTL PEGASUS SPECIAL 605940_00 pAGE 11 ep 7
].0. STABITITY ;;;;;;;;;;;;-_-
STABILITY (THERMAI, LT(;HT, ETC.): StAblCCONDI?rONS To AVOID: r.l'ri_" ^i".r.
.rNcoupArrBrLrry (uarrnlaii--io. Ii
::::i$i. :f: li:i:Hili ri,#. fI:'3I' :i "#r" : t;.0 :' "; r ; ., . x i d e sHAZA"RDOUS POLYIERIZATION: !,till not occur
I.::::::&:::_:::_
'^^' iff,:j" j:g:::. :;+:ff.11#li;i:ti1:::,. grea,e*han 20{,0components. - -' L1116 t,r s lml lar products and/o, th"- --''"
DERHAL ToxIcITY (Rernrrs) :
,.,, ^, iiiirttl -::;:i ;' r";:: ;lii'"l":'i:ii: J:3::;,
"
uff;,;: Ii:"INHALATION
rh"., ..T0xl9JTY (nars) : . practically
n
""*,i"Ifil,.
___nas"a on_i"";i;;,";":;i:li: rg:::,"rff;i;: rhe -
"- tri;#ft"i]i]i;i'j,';:"1:::il' non-irriraring. (Draize score:
a ;-; *iiiHil jlrilTi
: "iiiiTiil'il ;';;i'r: j;, ;ff;,,,r',,".,
;$::. il;" iil:',:1, i* ; I;.';;' :"; ::: il l:f i;:'-;;; I
t;
: ";:f r i z e d
admini:.!:""d ,t"-,n" rrormulations have shown ;;-;;rl" erf ecrs,attainable oii -Jr"r'ri"::1::ion route,.when,iit"i-",
naximumvapor concentralions -- eL
Representati ---SUBCHRoNIC ToxICoLoGy (SUMMAR')---
Errrirorrr" Mobi I f ormula.t ir"i _i.rJl";;j.
,
:tj ;; #il ti,,ii;; " jj,,,l,:#, :: T;
i::ji :i,:jir: r",,,
exposure. -tit""il;; il:" those expecred.ar.i.i ""r-", indusrriar
"*",ni,," t i ""
rl: "l: ll:":l" r r" t i ons,
..i""
i,]o, rg mi c ros c op i crruids, "t,o,ii ;;";ffi;":':;H"lld ciini.ar "r,.ri"i"i'", o"o,
Dermar exposure ";-;H;H:llt:]yt roxrcolocy (suMI.rARy) ---nor caus; -";;"I";"$i:"i:,:- ro. represenrarive iormuiarions didotesprinf,.adverse effects in eitiri. ti"-mothers or their
base oils ,n ,nr,
_aHRoNIC TOXICoLOcy (SUMMARy)___
severely,rva""ii"5i:i:"'.ilj"il'erelv .orr"ni rerined and/orseverelv rreared oils'n"""0' ". :iff;::l'rr'ijlli;:_:ji3T;r::,".
;:::;,ff,;j:: ;:;,:;;,;;;;;-";"" conrinuii; ;;;i" ,"i.,g rhe Hobil
Ihe
(Secti.on continued nexl page)
o
EE@W@gB
I,{OBIT, PSGASUS SPECIA[,605840-00 PAGE 5 CIF 7
---SENSTTTZATIOt{ (SU}r}rAE,y) ---.
Representative t{obil formulations have not caused skin sensitizatioain guinea pigs.
-_-OT}IER TOXICOLOGY DATA---
used gasoline engine oils have shown evidence of skin carcinogenie,activity in laboratory tests when no effort was made to,iashthe oil off between applicaEions. used oi1 from diesel enginesdid not produce this effect.
L2" ECOLOGICAL INFORI.IATION
ENVIRONMENTAL FATE AND EFFECTS: Not estabtished.
13. DISPOSAL CONSIDERATTONS
a
,{AsrE DrsP'osAL: product is suitable for burning in an enclosed,controlled burner for fuel value or disposal by supervisedincineration. such burning may be limiied pursuant to the
T""ouT:qrcgnservation and Recovery Act. rn addition, the product'-is suitabre for processing'by an epproved recycling faciliiy orcan be disposed of at any government approved-waste aisposalfacitity. use of these methods is subJect to user comp1i.r,""with applicable laws and regulations and consideration of productcharacteristics at time of disposal.
RCRA INFORI,IATION: The unused product, in our opinion, is notspecifically listed by the EpA as a hazardous wasre (40 cFR,Part 261'D), nor is it formulated to contain materiars whichare listed hazardous wastes. rt does not exhibit the hazardouscharacteristics of ignitability, corrosivity, or reactivity andis not formulated with contaminants as determined by the ToxicityCharacteristic Leaching procedure (TCLP). However, used productmay be regulated.
L4, TRANSPOR.T INFOR}TATION
USA DOT: NOT REGULATED By USA DOT.
RID/ADR: NOT REGULATED BY RID/ADR.
IMO: NOT REGULATED BY lilo.
IATA: NOT REGULATED BY IATA.
4-\,O
HOBTL FEG},SUS SPECIAI 505840-00 PAGE 6 oF 7
i5. REGULATORY INFOR.HATION
t"""';l;;ff)rffi;!:":Lt;;ius: A, eomponenrs comply wirh rscA,
EU Classifieation and Labeling: EU labeling not required,
and Reauthorization Act (Sana) Title III;''EXTREUELY HAZARDOUS SUBSTANCEi,'.
SARA (31 1/312) REPORTABLE HAZARD CATEGORIES: None.
This product contains noSARA (313) toxic release
U.S. Superfund AmendmentsThis product contains no
I*..1:rl"wing producr insredienrs
CHEHICAL NAME
chemicals reportable underprogram.
are cited on the
CAS NUMBER
7440-66-6
68649-42-3
REGULATORY LISTS SEARCHED
lists below:
LIST CITATIONS
zrNc (rleHeNr"Ar ANALYSTs) (0.032)PHospHoRoDrrrlbrt AcrD, o,o_rji --
cr-14-ALKYL ESTERS, eimc'saiis (z:1) (zoor) @.24X) \
22
22
a 1
2
3
4
5
= ACGIH ALL
= ACGIH A1
= ACGIH A2
= NTP CARC
= NTP SUS
1l = TSCA 4 tt =12 = TSCA 5a2 lg =13 = TSCA 5e 19 =
,;;
IARC
IARC
OSHA
OSHA
ao-au,
CA RTK
FL RTK
IL RTK
LA RTK
n4-
23=
24=
25=
26=
MI 293
UN RTK.
NJ RTK
PA RTK
RI RTK
$e
7=
$=
9=
10=
i
2A
28
CA-RC 14 = TSCA 6 2A =15 = TSCA t2b 2t =
Code key:CARC = Carcinogen;SUS = Suspected Carcinogen
f,,
HOBIL PEGASUS SPECIAL 50s840-0c PAGS 7 ()F
__:___16. OTHER INFORHATION
CHEHICAL NAHES A-[ID SYNONYHSI PET. HYDROCARBONS A\D ADDITIVES
USE: }IATURAL GAS ENGINE oIL
NorE: MOBrL pRoDUCTs ARE Nor FORIiULATED To coNTArN pcBs.
See container label for ingredient information.
*/r/c:t:t:k:t:t:tzt:!/rJcrtrt:tr'rrtrt:t:'r:t/crtrk*:!:t:krt/rrt:tltrkr!;kJr/rJctc/c/c**/r:ttt:k/r jcrt/crt:trt>,r>trt:!:k:!r!:t:h:tf;*r!rt:t:,c:t
For Mobil Use only: HHC* 1)h lrrc orc l,t tr,r, MppECt A, REQ: US _HARKETING
ITi:lisrl3l":lH n'l:fl-::^gIFIlE?-rN GooD FArrH As AccuRArE, BUr
IIJI?H, fy^l$:r:;- ::yl.il,gMf usE AN; iurioiiri;rt;"il;"0*llJ.,,,0*;";;'rlX JI"r#H;;rl;;ARtr TIIFPE.[inDr ^oorrMF^fl3,l3ll:H: *::yIE3_lI rHE usEi ffi-ll;r_su"irilil; iii#ffi+H.S**H* S+{p_+u_ggre,
-,riE'ffi*ffiffi.sffim*g ro*.E^Ufrruyr,.ErLr.y +{P^rrrNEss FoR 4 reniiEuEanTusEFselmesecr To rHEglE 0R surrenrlrrv oFEETnonucr. NorHTNc rs rffiilnFji ;:-;_-NorHINc rs irrnr,rpED As A.:=.i3 v' rrrl rnv,uL.r, NUrftrNG rs TNTENDED As A
l?::H:-l*I]3",,lglus's wHrcH-rr'rrnrtocE vaiio-poieNrs oR As EXTENDTNG
H::HX_ :y:I^,1*,3-'*:Ti: : 1tiil* ioii"*i*ffi,f irl"riiu'fiffiliiil:r O pRocEDUREs sHouLD ,u '*ouii;o il"ililxifil ffii'il;ir:
:t:t rt:t /c:t:k* *:t:t Jc tt * ft fr rt rt Jr:t rt fr Jr /r:t y'c lr:t:t zt !k * rt:t lc * r( r( f< r,r r( r! rr r. r( rk *rt zk rk:k /< rk:t:k *:t :t >,r r! *:t *:t /r :t >t:t /<;t ;t Jc:kPrepared by: l1obil 0il CorporationEnvironmenLal Health ana Safety Department, princelon, NJ
I,
/{'1
E3-EF-EEES 17:17,"FINKS 4357858588
O
$ecfion I.
a
Philchem, fnc.
3303 Louisietra, St* lfrrHoustou, TX T2006
Phone: (7I3) *tI7-004? lhxr (713) S07-00s2
MATERIAL $AFETY DATA SHEET
PRODUCT: MoN() ETfryt_EI{E fiLyCOL
Chcmical nimrc: Mono Etlrylene Gtycot r
Chernical $yoorryrn: MEG
Chernical Farnily: GI),coI
$cction IL
PI:iGEE
TYPICAL CHEIYIICAL ANp PHYSICAL FROPERTIES
Appearance: Warer whitc liquid
Rclativc dsnsity: I 5/4C:1. t 15
MelEngpoinr F(C) : 9 (-lI)
Boilirrg poioe F(C):0 (-lg) ar Jg-9 rrrnr HG
V*por Pressure: mm HG 0.06
Viscosity at tOO R sus- < 90.0
Soluhility ir watdr mmplere
A4-49"2aA5 L7t!7 FINKS 4357E9Z5AE PRGEs
'-rq99t!
Secdon IIL
trtRE AND EXPI'SrcN HAZARDS
Fla.rh poinu F (C) (ASTh{ Dlg\ : U0 t.t6)
Extinguishirg Medje carbon Dioxide, dry chcmical and water fog.
spetiat fire fighting procedure: Fire figftrers rrrusr ose selfronraiqed broahing apparah,rs.
-tesger_Il_
OCCUPATIONAL E)(POS URE LII!ffTS
Threshold limir value: 50 pprr
Flarqmable limirs: Lowcr Upp.,3.2 ls.s
Section V.
EMERGENCY ANE FIRST AID PROCEDURE
E)ry Conrsct: Flush wit[wuer for 15 nrinutes
Skin Contact Wash coutsct arca with soap aud water
Inhalaricin: Rcrnovc vicrim ro ftesh air and provide oxygen.if hreathing is difficurt
hgestioo: ffswa'owcd. inrmcdiarcry givc t to 2 $asses of waterand ca, a physicirr.
SecUon VL
CAUTION: Spilled marerial is slippry
Wearapproved respir
"l"rhifi; #-#fi[ym avoid ovserposure aM ryproRriare pmrectivc -
:,..},,,:
tr.gr sprlh':rurrp inro aarwge cooufspills uth ukorUri*ue} rc arar, *r--r- :ners'
-Soak upresidues and small:l$:J,* uil.o'u'i,l'i[i,; ffi;Hffi ffi ,ffiHffiffi ##disposal.
' g3-83-PEE5 17:18 FINKS 4SSTE9ESEB
f
Ffl6E4
a Smrtopvtl.
SPECIAL PRECAUTION
Do not catr drink or smoke iil ares whcrc EthyJenc Glycol is handle{, processed or storcd.Wash up hauds with so*p and w*ter before *itirg, s*ttirrg or Ieavinjwork LsuadercontImiilatsd clothing beforc rc-use.
Settion VIII.
o
TOXICOLOGICAT DATA
Oral Toxicity (Rats)
1LD50): 5gAg toxicity
Produets and/or the conrporrents
Dermal Toxicity (Rabbits)
(LD50); 10-6 g/kg ftacticaily Non_Toxic
IrrhElarion Toxicity (Rau;
Nor establistred
Section flL
HEALTH INFORMATION
Mar be.nuldly irritaring to the eyes- Mildly irrirating to the skin only afier prolonged arrrepcntcd contacl.
Abtorption through skrn may eausc darnage to kidney* anddepres*ion of control rerroil$sysrem.
o
I. GENERIC COMPOSITION/INGREDIENTS
Material CAS# Percent HazardData
Methane* * 7 4-82-8 >90o/o Inhalation: Simple asphp<iant.
Ethane* * 7 4-84-0 <5o/o Inhalation: Simple asphyxiant.
O
"t11ll3,t3r"3T?X"&::.'.iff;"
2e cFR, pt rer, 1200)
Combustible No Oxidizer No
Compressed Gas Yes Pyrophoric No
Explosive Yes Reactive No
Flammable Yes Stable Yes
Organic Peroxide No NORM*** Yes
k*Naturally Occurring Radioactive Material
Boiling Point: -250 to -160 Melting Point: N/D
(760mmHg, oC(oF)) (oC(oF))
Specific Gravity: N/D Vapor Pressure: N/D
(H2O=1) (mmHg, @25oC)
Vapor Density: <1 Solubility in Water: <l
(Air: 1) (wt.%)
Volatiles: 100 Evaporation Rate: >l
(Vol%) (Butyl Acetate:l)
Appearance and Odor: Colorless Odorless Gas.
III. FIRE AND EXPLOSION DATA
Flash Point: N/D Autoignition Temperature:
(oC(oF)) (oC(oF)) -540 (-1004)
Flammabilitv Limits in Air: Lower: -5.0o/o Upper: -15.0%
Flammabiliry Class: Class 1A Flammable Gas.
Extinguishing Media: Stop flow of gas from remote area. Permit escaped gas to
dissipate, use caution.
Special Fire Fighting Procedure: None.
Unusual Fire and Explosion Hazard: Forms explosive mixtures with air.
IV. HEALTH HAZARD INFORMATION (According to 29 CFR 1910.1200)
Animal Carcinogen: No Mutagen: No
OCCIDENTAL OIL AND GAS CORPORATION
5 E. GreenwayPlaza
Suite 2400
Houston, TX77046
MATERIAL SAF'ETY DATA SHEET
Trade Name: Dry Natural Gas
Synonyms: Residue Gas, Compressed or liquefied gas
CAS Reg.No.: Mixture
Technical Contact: (7 13) 215-7353
Emergency Contact: 1 -800-424-9300 (CHEMTREC)
GENERAL
This material has been evaluated in compliance with the OSHA Hazard Communication Standard (29 CFR
Pt.1910.1200), (OHS).
Physicochemi cal Hazar d: Highly fl ammable, and explosive gas.
Health Hazard: Non-hazardous (OSH). However, it is an asphyxiant at very high concentrations.
NFPA Rating:* Health 0
Flammability 4
Reactivity 0
Hazard Label: DANGER: Flammable and explosive Gas. Simple asphyxiant.
*Hazard Rating: 0-Least 1-Slight 2-Moderate 3-High 4-Extreme
1..
( / O 3r::::"",'rll:,??K::J,".,
Highly Toxic: No Teratogen: No
Irritant: No Toxic: Yes
Product Listed as Carcinogenby:
IARC: NTP: OSHA: OTHER:
No No No No
Toxicity Summary: Very low toxicity.
Major Sources of Entry: Inhalation of gas.
Exposure Symptoms:
Inhalation: Overexposure rnay cause weakness, headache, nausea, confusion, blurred vision, drowsiness and other
neryous system effects..
Skin Contact: May cause irritation if moisture on skin,
Skin Absorption: N/A
Eye Contact: Irritant to eyes; may cause conjunctivitis.
Ingestion: N/A
Medical Conditions As$avated by Exposure: None.
Special Effects: None.
Chronic Effects: None known.
First Aid:
Inhalation: Remove to fresh air. Provide respiratory support,
if necessary. Seek medical aid.
Skin: Irrigate skin.
Eyes: Move to fresh air and irrigate eyes.
Ingestion: N/A
Note to Physician: None.
V. REACTTVITYDATA
Conditions Contributing to Instability: Heat, flame, sparks.
Incornpatibili8: Strong oxidants.
Hazardous Decomposition Products (thermal unless otherwise specified): CO, CO2
Conditions Contributine to Hazardous Polymerization: None.
VI. SPLL OR LEAK PROCEDLIRES
Follow accepted industry practices. Check local, state and federal regulations before handling material.
Small Spill: Stop flow of gas from remote area. Permrt escaped gas to dissipate with caution.
Large Spill: Stop flow ofgas from remote area. Consider evacuation for downstream areas.
VII. SPECIAL PROTECTION INFORMATION
Ventilation Requirements :
General. Maintain air concentrations below the Lower Flammable Limit.
Air Exposwe Limits:
ACGIH TLV* None Established ppm(mg/m3
OSHA PEL** Simple Asphyxrant ppm(mg/m3)
lTable Z-2,Federal Register, Wed. June 30, 1993.
*Tbreshold Limit Values for Chemical Substances,
1993-1994, ACGIH
**Federal Register, Wed. June 30, 1993.
Air Monitoring: Detector tubes or fixed instumentation are suitable.
Storage; Store in well ventilated arca.
Protection Information:
Respiratory: use SCBA (S elf-Contained Breathing Apparahrs).
Skin: Heavy gloves, when working with sow liquid.
(a
(o
a
t' O Em,*i"S"i:*-s
ifhandlingpressurizedmaterial
(o
VIII. TRANSPORTATION
Storage: Keep Containers Away from Heat and Flame. Inspect empty containers before use, they may contain
product residues which could produce flammable and explosive vapors.
DOT Information:
Proper Shipping Name: Flammable Gas
Hazard Class: 2.I (Flammable Gas, or Pressurized Liquid)
HazardlD: UN 1971
Packaging Group: N/A
Placard (Label) Required: Flammable Gas
Packaging Exceptions: None
Non-Bulk: see 49CFR 173.304
Bulk: see 49CFR 173.314,113.315
Coast Guard
CHRIS Code: MTH (Mainly Methane)
Cargo Fire Compatibility: Group 31
Aircraft Limits
Passenger: Prohibited
Cargo: Prohibited
Railcar: Prohibited
Vessel, Storage: On deck, prohibited on passenger vessel.
Consult appropriate federal, state and local authorities before reusing, reconditioning, reclaiming, recycling ot dis-
posing of empty containers or waste residue of this product.
Ix. EPA REGULATORY REOUIREMENTS
CBRCLA (Comprehensive Environmental Response, Compensation, and Liability Ac|
Section 102 - Hazardous Substances:
Component CAS# BQ
None
TRQ : Reportable Quantity TPQ : Threshold Planning Quantity
SARA-TITI,E III
Section 302 - Extremely Hazardous Substances:
Component CAS# Percent TPO
None
Section 3l I - Hazard Categories:
Acute (Immediate Health Hazard): Yes
Chronic (Delayed Health Hazard): No
Fire Hazard: Yes
Sudden Release of Pressure Hazard: No
Reactivity Hazard: No
Section 313 Toxic Chemicals:
This product contains the following toxic chemicals as defined under the Superfrurd Amendments & Reauthorization
Act of 1986 (SARA) and 40 CFR Pt. 372:
Component CAS# Percent
None N/A N/A
EPA Waste Information
EPA Hazard Code Established: Yes 1No
EPA Hazardous Waste: Yes x No
RQ : Reportable Quantity TPQ : Threshold Plarming Quantity
Clean Air Act Amendments 1990
This material contains the following ozone depleting substances:
Class I, CFCs Yes x No
Halons Yes x No
ra
Class II, HCFCs Yes 1No
This material contains Volatile Organics (VOCs):
VOCs Yes x No
X. OTHER FEDERAL REGULATORY RIQUIREMENTS
TSCA INVENTORY INFORMATION:
Product Reporled: N/A
Components Reported: Yes
XI. STATE REGULATIONS
CALIFORNIA Proposition 65
Contains Components that occur on Lists of:
Carcinogenic Materials Yes 1No
Teratogenic Materials Yes x No
XII. LABELING
Do not inhale vapors.
Prevent contact with skin.
The suggestions and data provided herewith are based upon tests and information which we believe to be reliable.
However, we make no guarantee with respect thereto and assume no liability resulting from the use thereof. Users
should make their own investigations to determine the suitability of the information or products for their particular
purpose. Furthermore, nothing contained therein is intended as permission, inducement or recornmendation {o
violate any laws or to practice any invention covered by existing patents.
A.dditional Precautions :
The information below is given to call attention to the issue of "Naturally Occurring Radioactive Materials."
Although Radon-222levels which may be in the product represented by this MSDS do not present any direct Radon
exposure hazard, customers should be aware of the potential for Radon daughter buildup within their processing
systems, whatever the source of their product streams. Radon-222 is a naturally occurring radioactive gas which can
be a contaminant in natural gas. During processing, Radon tends to concentrate in liquefied petroleum gas skeams
and in product streams having similar boiling point range. Industry experience has shown that this product may
contain small amounts of Radon-222 and its radioactive "daughters". The actual concentration of Radon-222 arld
radioactive daughters in the delivered product is dependent on the geographical source ofthe natural gas and storage
time prior to delivery. Process equipment, e.g. lines, filters, pumps and reaction units, may accumulate radioactive
daughters and emit gamma radiation during operation. A potential external radiation hazard exists at or near any
pipe, valve, or vessel containing a Radon-enriched stream, or containing internal deposits of radioactive material due
to the transmission of gamma radiation through it wall. Field studies reported in the literature and conducted by
company personnel workers to cumulative exposures in excess of general population limits. Equipment emitting
gamma radiation should be presumed to be internally contaminated with alpha-emitting decay products which may
be ahazard if inhaled or ingested. Before maintenance operations that require the opening of contaminated process
equipment begin, the flow of the liquid should be stopped for four hours to allow the gamma radiation to drop to
background levels. Protective equipment such as coveralls, gloves, and respirators (NIOSH/I\4SHA - approved for
high efficiency filtration ofparticulates and radionuclides, or supplied-air) should be worn by personnel entering a
vesssel or working on contaminated process equipment to prevent skin contamination, irgestion, or inhalation of any
residues containing alpha radiation. Airborne contamination may be minimized by handling scale and./or
contaminated materials in a wet state.
a
o
PROJECT NO. :
COMPANY NAME :
ACCOUNT NO. :
PRODUCER :
LEASE NO. :
NAMUDESCRIP:
---FIELD DATA---
SAMPLED BY:
SAMPLE PRES. :
COMMENTS :
Componenet
Helium
Carbon Dioxide
Nitrogen
Methane
Ethane
Propane
lsobutane
n-Butane
lsopentane
n-Pentane
Ofl,":"*"#"""
Cyclohexane
Other Hexanes
Heptanes
Methycyclohexane
2,2,4 Trimethylpentane
Benzene
Toluene
Xylenes
C8+ Heavies
Subtotal
Oxygen
Total
EMPACT ANALYTICAL SYSTEMS, INC
365 SOUTH MAIN STREET
BRIGHTON, CO 80601
(303) 6s7_0150
E & P /GlyCalc Information
0410061
oxY
MAIN 6'INLET CASCADE CRK
DJ
425#
ANALYSIS NO. : 0l
ANALYSIS DATE: OCTOBER 16,2004
SAMPLE DATE : OCTOBER 14,2oo4
TO:
CYLINDER NO.:
AMBIENT TEMP.:
GRAVIry :
SAMPLE TEMP. :50
MEASUREMENT PLUS
Mole %wt%
0.001
9.100
0.197
75.421
8.439
3.071
0.924
0.774
0.480
o.327
0.017
o.152
0.o74
0.352
0.237
0.1 35
0.000
o.042
0.069
0.023
0.154
99.989
0.01 1
100.000
0.005
3.887
0.132
88.374
5.276
1.309
0.299
0.250
0.125
0.085
0.005
0.033
0.017
o.o77
0.045
0.026
0.000
0.010
0.014
0.004
0.021
9S9%
0.006
100.000
.o EMPACT ANALYTICAL SYSTEMS, INC
365 SOUTH MAIN STREET
BRIGHTON, CO 8060I
(303) 637-0150
PROJECTNO. :
COMPANY NAME:
COMPONENT
0410061
oxY
ANALYSIS NO. :
ANALYSIS DATE:
01
ocToBER 16,2004
PIANO #MOLE %
0.005
0.000
0.006
0.132
3.887
88.374
5.276
1.309
0.299
0.250
0.004
o.121
0.085
0.005
0.005
0.008
0.030
0.017
0.033
0.001
0.017
0.002
0.001
0.010
0.001
0.017
0.008
0.002
0.002
0.007
0.002
0.002
0.000
0.003
0.013
0.000
0.026
0.001
0.001
0.001
0.001
0.000
0.000
0.000
0.014
0.001
0.002
0.001
0.001
0.003
0.000
0.001
0.001
MASS %
oool
0.000
0.01 1
0.197
9.100
75.421
8.439
3.071
0.924
0.774
0.016
0.464
0.327
o.o21
0.017
0.038
0.138
0.078
o.152
0.006
o.o77
0.010
0.003
o.o42
0.004
o.o74
0.040
0.01 1
0.009
0.037
0.013
0.01 1
0.002
0.017
0.069
0.001
0.135
0.005
0.004
0.003
0.004
0.002
0.001
0.002
0.069
0.003
0.012
0.004
0.007
0.017
0.002
0.007
0.003
GPM
:!tL
GPM
=]@HELIUM
HYDROGEN
OXYGEN/ARGON
NITROGEN
co2
METHANE
ETHANE
PBOPANE
I.BUTANE
N.BUTANE
2,2 DIMETHYLPROPANE
I.PENTANE
N.PENTANE
2,2 DIMETHYLBUTANE
CYCLOPENTANE
2,3 DIMETHYLBUTANE
2 METHYLPENTANE
3 METHYLPENTANE
.-. N.HEXANEri; :;?v,=JxJl5FII+l i
=2,4 DIMETHYLPENTANE
2,2,3 TRIMETHYLBUTANE
BENZENE
3,3 DIMETHYLPENTANE
CYCLOHEXANE
2 METHYLHEXANE
2,3 DIMETHYLPENTANE
1,1 DIMETHYLCYCLOPENTANE
3 METHYLHEXANE
1,C 3 DIMETHYLCYCLOPENTANE
1,T 3 DIMETHYLCYCLOPENTANE
3 ETHYLPENTANE
1,T 2 DIMETHYLCYCLOPENTANE
N.HEPTANE
.I ,C 2 DIMETHYLCYCLOPENTANE
METHYLCYCLOHEXANE
2,2-DIMETHYLHEXANE
ETHYLCYCLOPENTANE
2,5-DIMETHYLHEXANE
2,4-DIMETHYLHEXANE
1 C,2T,4.TRIMETHYLCYCLOPENTANE
3,3.DIMETHYLHEXANE
2,S,4.TRIMETHYLPENTAN E
TOLUENE
2,3.DIMETHYLHEXANE
2-METHYLHEPTANE
4-METHYLHEPTANE
3.METHYLHEPTANE
^ 1 C,2T,3.TRIMETHYLCYCLOPENTANE
e;TBI;!iX+15,",-., E*AN E
l,l.DIMETHYLCYCLOHEXANE
(
P1
P2
P3
l4
P4
t5
l5
P5
l6
N5
t6
t6
t6
P6
17
N6
t7
17
A6
17
o6
17
17
N7
17
N7
N7
17
N7
P7
N7
N7
t8
N7
l8
t8
N8
t8
t8
A7
l8
t8
t8
l8
N8
t8
N8
N8
:::
1.4078
0.3599
0.0976
0.0786
0.0014
o.0442
0.0307
0.0021
0.0015
0.0033
0.0124
0.0069
0.0135
0.0005
0.0060
0.0009
0.0005
0.0028
0.0005
0.0058
0.0037
0.0009
0.0008
0.0032
0.0008
0.0008
0.0000
0.0012
0.0060
0.0000
0.0104
0.0005
0.0004
0.000s
0.0005
0.0000
0.0000
0.0000
0.0047
0.0005
0.0010
0.0005
0.0005
0.0014
0.0000
0.0005
0.0005
1.4111
0.3607
0.0978
0.0788
0.0014
0.0443
0.0308
0.0021
0.0015
0.0033
o.o124
0.0069
0.0135
0.0005
0.0060
0.0009
0.0005
0.0028
0.0005
0.0058
0.0037
0.0009
0.0008
0.0032
0.0008
0.0008
0.0000
0.0012
0.0060
0.0000
0.0104
0.0005
0.0004
0.0005
0.0005
0.0000
0.0000
0.0000
0.0047
0.0005
0.0010
0.0005
0.0005
0.0014
0.0000
0.0005
0.0005
EXTENDED NATURAL GAS ANALYSIS
,
-
gc-ETHYLMETHYLcYcLoPENTANE
J oI-eTnYLMETHYLCYCLoPENTANE
2T-ETHYLMETHYLCYCLOPENTAN E
2,2,4-T RIMETHYLH EXAN E
N.OCTANE
2,3,s.TRI METHYLH EXANE
l,l,4.TRIMETHYLCYCLOH EXANE
2,4-DIMETHYLHEPTANE
2,2.DIMETHYLHEPTANE
ETHYLCYCLOHEXANE
2,5.DIMETHYLHEPTANE
3,3-DIMETHYLHEPTANE
1 C,3C,s-TRIMETHYLCYCLOH EXAN E
1 C,2T,4T.TRIM ETHYLCYCLOH EXAN E
1,3-DTMETHYLBENZENE (M-XYLENE)
1,4-DTMETHYLBENZENE (P-XYLENE)
2,S.DIMETHYLHEPTANE
s,4.DIMETHYLHEPTANE
4.ETHYLHEPTANE
4-METHYLOCTANE
3-METHYLOCTANE
I.BUTYLCYCLOPENTANE
1,2-DTMETHYLBENZENE (O-XYLENE)
UNKNOWN OCTANES
N-NONANE
2,6-DIMETHYLOCTANE
N-PROPYLBENZENE
l,S.METHYLETHYLBENZEN E
1,3,5-TRIMETHYLBENZENE
3.METHYLNONANE
l,2,4.TRIMETHYLBENZENE(aw
N8
N8
N8
l9
P8
l9
N9
t9
t9
N9
t9
l9
N9
N9
A8
A8
l9
t9
t9
t9
t9
N9
A8
U8
P9
t10
A9
A9
A9
t10
A9
U9
P10
0.000
0.000
0.000
0.001
0.004
0.000
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.002
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.001
0.001
0.001
0.000
0.000
0.000
0.000
0.000
0.000
0.000
0.000
100.000
0.001
0.001
0.001
0.005
o.026
0.001
0.005
0.002
0.001
0.001
0.002
0.001
0.001
0.001
0.014
0.006
0.002
0.001
0.002
0.003
0.003
0.001
0.003
0.003
0.007
0.001
0.001
0.001
0.001
0.001
0.002
0.002
0.002
100.000
0.0000
0.0000
0.0000
0.0006
0.o020
0.0000
0.0005
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0008
0.0004
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.0005
0.0006
0.0000
0.0000
0.0000
0.0000
0.0006
0.0020
0.0000
0.0005
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0008
0.0004
0.0000
0.0000
0.0000
0.0000
0.0000
0.0000
0.0004
0.000s
0.0006
0.00000.0000 0.00000.0000 0.00000.0000 0.00000.0000 0.00000.0000 0.00000.0000 0.00000.0000 0.0000
2.1220 2.1267
(o
O
MATERIAL SAFETY DATA SHEET
1. CHEMICAL PRODUCT AND COMPANY TDENTIFICATION
Koch Supply e Trading, LP SPTLL/EMERGENCY CONTACT: CHEMTREC: 1-800-424-9300
(us)
P.O. Box 2302
Wichita, KS 6720a-2302
3L6-828-389s (U. S. )
MSDS NIIMBER: 9097
TRADE NAMES:
NATURAL GAS CONDENSATE
SYNONYMS:
SCRUBBER CONDENSATES
CHEMICAL FAMILY: hydrocarbons
REVISION DATE: Avg 25 2OO4
2. COMPOSITION, INFORMATION ON INGREDIENTS
COMPONENT: NATURAI, GAS CONDENSATE
CAS NUMBER: 6474L-47-5
PERCENTAGE: l-00
COMPONENT: N-HEXANE
CAS NUMBER: 110-54-3
PERCENTAGE: 0-l-1
COMPONENT: BENZENE
CAS NUMBER: 7L'43-2
PERCENTAGE : 0 - 1-0
COMPONENT: TOLUENE
CAS NUMBER: L08-88-3
PERCENTAGE: 0-5
COMPONENT: CYCLOHEXANE
CAS NUMBER: LLO-82-7
PERCENTAGE: 0-5
COMPONENT: XYLENE
CAS NUMBER: 1330-20-7
PERCENTAGE: 0-5
COMPONENT: ETHYL BENZENE
CAS NUMBER: 100-41--4
PERCENTAGE:0-1
COMPONENT: CUMENE
CAS NUMBER: 98-82-8
PERCENTAGE : 0 - 0 . 05
3. HAZARDS IDENTIFICATION
NFPA RATTNGS (SCALE O-4) : HEAI,TH=2 FIRE=3 REACTIVTTY= 0
EMERGENCY OVERVTEW:
SIGNAL WORD: DANGER!
MA,JOR HEAI,TH HAZARDS: respirat.ory tract irritation, skin irritation, eyeirritation,
aspiration hazard, blood damage, central nervous system depression, nerve
damage, cardiac sensitization,reproductive effects, allergic reactj-ons, cancerhazard (in humans)
PHYSICAL HAZARDS: Extremely flammable liquid and vapor. Vapor may cause flashfire.
POTENTTAL HEAI,TH EFFECTS :
INHA],ATION:
SHORT TERM EXPOSURE: irritat.ion, sore
temperature, nausea,
vomiti.ng, diarrhea, stomach pain, chest pain, dj-fficulty breathing, irregularheartbeat, headache, drowsiness,fatigue, dizziness, disorientation, difficultyspeaking, sleep disturbances, emot.ional disturbances, mood swings, tinglingsensation, tremors, loss of coordination, blurred vision, visuaf disturbanies,di1ated pupils, lung congest,ion, internal bleeding, blood disorders, kidney
damage, liver damage, bone disorders, heart damage, nerve damage, paralysis,brain damage, convulsions, unconsciousness, coma, death
LONG TERM EXPOSURE: same as effects reported in short t.erm exposure, nosebleed,changes in bfood pressure, loss of appetite, hal-l-ucinations, pain inexLremities, muscl-e cramps, hearing loss, menstrual disorders, impotence,sterility, reproductive effects, cancer
t.hroat, cough, changes in body
SKIN CONTACT:
SHORT TERM EXPOSURE: irritat.j-on, itching, allergic reactions,occur, headache,drowsiness, dizzj-ness, loss of coordj_nation,defatting agent
LONG TERM EXPOSURE: irrit.ation, itching,
headache, drowsiness, dizziness, tingling
absorption may
tissue damage,
allergic reactions, skin disorders,sensation, loss of coordination
EYE CONTACT:
sHoRT TERM ExPosuRE: irritation, tearing, sensitivity to J_ight, €ye damage
LONG TERM EXPOSURE: irritation, blurred vision, eye damage
TNGESTION:
SHORT TERM EXPOSURE: irritation, changes in body temperature, nausea, vomiting,diarrhea, stomach pain, chest pain, difficu1ty breathing, irregular heart.beat,headache, drowsiness, dizziness, disorientation, difficulty speaking, sleepdisturbances, emotional disturbances, mood swings, tremors, loss ofcoordinat.ion,visual disturbances, dilated pupils, lung congestion, internalbleeding, heart disorders, kidney damage, liverdamage, b]ood di-sorders, bonedisorders, heart damage, paralysis, brain damage, convulsions, unconsciousness,
coma, aspiration hazard
LONG TERM EXPOSURE: nausea, vomiting, diarrhea, headache, dizziness, impoLence,kidney damage,liver damage, blood disorders, bone disorders, heart damage,reproductive effects, cancer
'4, FIRST AID MEASURES
I
fNHALATToN: If adverse effects occur, remove Lo unconLaminated area. Do notattempt rescue in confined spaces without adequate protective gear and propert.raining. Give artificial respirat.ion if not. breathing. rf breithing isdifficult, oxygen should be administered by qualified personnel-. Gei immediatemedical attention.
SKIN CONTACT: Wash with soap or mil-d detergent. and large amounts of water un;i1no evidence of chemical remains (at least L5-2O minutei). GeL immediate medicalattention. P1ace contaminat.ed cfothing in a closed container until laundered ordiscarded. Cont.aminated cl-othing should be removed and 1aundered before reuse.Notify person laundering clothing of contaminant's hazardous properties. Discardcontaminated feather goods.
EYE CoNTACT: Fl-ush eyes wit,h plenty of water for at feast 15 minutes. Hofd.eyelids away from the eyebal-] to ensure thorough rinsing. Get immed.iate med.icalattention.
INGESTION: Aspiration hazard. If swallowed, drink plenty of water, do NoT inducevomiting. Do not give anything by mouth to unconscious or convulsiwe person. Ifvomiting occurs, keep head fower than hips to help prevent aspiration. Keep warmand at rest. Get immediate medical attention.
NOTE TO PHYSTCIAN: May sensitize the heart. to epinephrine or other circulatingcatechofamines so t.hat. arrhythmias may occur. Careful consideration is essentialpreceding administration of epinephrine, cardiac stimul-ants or other treatment.Ingestion of this product or subsequent vomj-ting may result in pneumonitis:
5. FIRE FIGHTTNG MEASURES
FIRE AND EXPLOSION HAZARDS: Severe fire hazard. The vapor is heavier than air.
Ciffi:":'.7:"!]nTllri3l'te
at distant isnition sources and rlash back. vapor/air
EXTINGUISHING MEDIA: regular dry chemical, carbon dloxide, water, regular foam
Large fires: use regular foam or fl-ood with fine water spray.
FIRE FIGHTING: Move container from fire area if it. can be done without risk.Dike for later disposal. Do not scatter spilled material- with high-pressurewater streams. Cool containers with water spray until well aft.er the fire isout. Stay away from the ends of tanks. Withdraw immediately in case of risingsound from venting safety device or any discoloration of tanks due t.o fire. r.o.tank, rail car or Lank truck, evacuation radius: 800 meters (1/2 mile) Do notattempt to extinguish fire unl-ess fl-ow of material- can be stopped. first..Be aware that a BI,EVE (Boiling Liquid Expanding Vapor Explosion) may occurunless surfaces are kept cool with water. Fl-ood with fine water spray. Do notscatter spilled material with high-pressure water streams.
SENSITIVITY TO MECIANICAL IMPACT: Yes
SENSITIVITY TO STATIC DISCHARGE: Yes
FI,ASH PO]NT:
FIJAMMABILITY CLASS (oSHA) : IC
HAZARDOUS COMBUSTION
Thermal decomposition
nitrogen
E ACC]DENTAL RELEA'E
WATER RELEASE:
PRODUCTS:
products or combustion: oxides of carbon, oxides of
MEASURES
'subject to California Safe Drinking Water and Toxic Enforcement Act. of 1986(Proposition 55). Keep out of wat.er supplies and sewers.
OCCUPATTONAI, REI,EASE :
Avoid heat, flames, sparks and other sources of ignition. Stop leak if possiblewithout personal risk. Reduce vapors with water spray. Smalf spi11s: absorb withsand or other non-combustible material. Collect spilled material in appropriateconLaj-ner for disposal. Large spi11s; Dike for l-ater disposal. Remove sources ofignition. Keep unnecessary people away, isofate hazard area and deny entry.Notify Local Emergency Planning Committee and State Emergency Response
Commission for release greater than or equal to RQ (U.S. Sana Section 304). ffrelease occurs in the U.S. and is report.able under CERCLA Section 103, notifythe National Response Center at (BOO) 424-8802 (USA) or (202) 426-2G75 (USa1 .
7. HANDLTNG AND STORAGE
STORAGE: Store and handle in accordance with all current regulations andstandards. Store in a tightly closed container. Store in a cool, dry place.store in a well--venti1ated area. Avoid heat, fl-ames, sparks and other sources ofignition. Empty containers may contain product residue. Do not reuse containerswithout adequat.e precautions. Subject. to storage regulat.ions: U.S. OSHA 29 CFR
191-0.1-05. Grounding and bonding required. Keep separated. from incompat.iblesubstances.
HANDLTNG: Ground any equipment. used in handling. Use non-sparking tools andequipment. Do not cut, puncture, or weld on or near thj-s container. When using,do not eat, drink or smoke.
8. EXPOSURE CONTROLS, PERSONAL PROTECTION
EXPOSURE LIMITS:
N-HEXANE:
s00 ppm (1800 mg/m3) OSIIA TWA
50 ppm (1"80 mg/m3) osHA TWA (vacated by 58 FR 35338, .Tune 30, 1993)50 ppm ACGIH TWA (skin)
BENZENE:
1 ppm OSIIA TWA
5 ppm OSHA STEL L5 minute(s)0.5 ppm OSHA action leve1
1-0 ppm OSHA TWA (applies to indust.ry exempt from benzene stand.ard 191-0.1-O2B)25 ppm oSHA ceiling (applies to industry exempt from benzene standard t-910.j-O2B)50 ppm OSHA peak 10 minute(s) (applies to industry exempt from benzene standard
1910.1028)
0.5 ppm ACGIH
2.5 ppm ACGIH
TOLUENE:
200 ppm OSHA TWA
300 ppm OSHA ceiling
500 ppm OSHA peak l-0 minute (s)
100 ppm (377 mg/m3) osHA TWA (vacat.ed by 58 FR 35338, .Tune 30, 1993)
150 ppm (565 mg/m3) osHA srEL (vacat.ed by 58 FR 35338, .Tune 30, 1993)50 ppm ACGIH TWA (skin)
]vcrouEXANE:
300 ppm (10s0 mg/m3) osrlA TWA
TWA (skin)
STEL (skin)
100 ppm ACGIH
XYI,ENE:
100 ppm (435
150 ppm (651 r
mglm3 )
mg/m3 )
OSHA TWA
OSI{A STEL (vacat.ed by 58 FR 35338, June 30, 1993)
1-00 ppm ACGIH TWA
150 ppm ACGIH STEL
ETHYL BENZENE:
100 ppm (a3s mglm3)
12s ppm (5a3 mglm3)
100 ppm ACGIH TWA
12s ppm ACGIH STEL
CUMENE:
OSHA TWA
OSHA STEL (vacated by 58 FR
50 ppm (2+5 mg/m3) osllA TWA (skin)
50 ppm ACGTH TWA
VENTILATION: General or l_ocal exhaust
cont,rol-s are the preferred means forcannot reduce airborne concentrations
35338, June 30, 1993)
ventil-ation and other forms of engineeringcontroll-ing exposures. If ventilation
respiratory proLection shoufd be used..
below acceptable 1i-mits, appropriate
EYE PROTECTTON: Wear splash resistant safety goggles with a faceshield. providean emergency eye wash fountain and guick drench shower in Lhe immediate workarea.
f"aotrrNG: wear appropriate chemical resist,ant clothing.
GLOVES: Wear approprj-ate chemical resistant gloves.
RESPIRATOR: A NIoSH approved air-purifying respirator with an appropriatecartridge or canister may be appropriate under certain circumstances whereairborne concent.rations are expected to exceed exposure limits. Appropriaterespirator selection should be made by a qualified professional as-p-it of acomprehensive respiratory protection program as described in 29 cFR 1910.134.Protection provided by air-purifying respirators is limited and should not beused in atmospheres deficient in oxygen or where airborne concentrations areimmediately dangerous to l-ife or health. Use a positive-pressure air-suppliedrespirator if there is any potential for an uncontrolled release, exposure1evels are not known, or any other cj-rcumstances where air-purifying- respiratorsmay not provide adequate protectj-on.
9. PHYSICAL AND CHEMfCAL PROPERTIES
PHYSICAI STATE: liquid
APPEARANCE: clear
COLOR: colorl-ess
ODOR: hydrocarbon odor
BOILING POINT: NoL available
FREEZING POINT: NoL availabl_e
VAPOR PRESSURE: 575.8 mmHg @ 38 C
VAPOR DENSTTY: Not available
SPECTFIC GRAVITY (water=1) : 0.7-O.74
WATER SOLUBILTTY: slightly soluble
PH: Not available
e3:flil#il"il;: $ri'lilli"o..
EVAPORATION RATE: Not avai]able
o
CoEFFICIENT OF WATER/OIL DTSTRIBUTfON: Not avail-abfe
10. STABII,ITY AND REACTIVITY
REACTIVfTY: Stabfe at normal temperat,ures and pressure.
CONDITIONS TO AVOID: Avoid heaL, ffames, sparks and other sources of ignition.Containers may rupture or explode if exposed to heat. Keep out of water supplies
and sewers.
INCOMPATIBILITIES : oxidizing materials
IIAZARDOUS DECOMPOSITION: Thermal decomposiLion product.s or combustion: oxides ofcarbon, oxides of nitrogen
POLYMERIZATION: Wilf not polymerize.
11. TOXICOIJOGICAL TNFORMATION
NATURAL GAS CONDENSATE:
MEDICAL CONDfTIONS AGGRAVATED BY EXPOSURE: skin disorders, eye disorders, liverdisorders, kidney disorders, bl-ood system disorders, immune system disorders orallergies, heart or cardiovascul-ar disorders, respiratory disorders, nervous
system disorders
NATURAL GAS CONDENSATE:
LOCAL EFFECTS: Irritant: inhalation, skin, eye
TARGET ORGANS: central nervous system
N-HEXANE:
IRRTTATION DATA:
1-0 mg eyes-rabbit mild
TOXICTTY DATA:
>3367 ppm inhalation-rat LC50; >2 gm/kg ski-n-rabbit LD5O i >S gm/kq oral-rat LD5O
LOCAL EFFECTS:
Irritant: inhalation, skin, eye
ACUTE TOXICITY I,EVEL:
SlightIy Toxic : inhalation
Relatively Non-toxic: J-ngestion
TARGET ORGANS: nervous system
MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: kidney disorders, liver disorders,respiratory disorders, skin disorders and allergies
TUMORIGENIC DATA : Availabl-e .
MUTAGENTC DATA: Available.
REPRODUCTTVE EFFECTS DATA: Available.
ADDITIONAL DATA: Alcohol may enhance the toxic effects.
BENZENE I
IRR]TATION DATA:
1-5 mg/24 hour(s) open skin-rabbit mild; 20 mg/24 hour(s) skin-rabbit moderate;
88 mg eyes-rabbit'moderate; 2 mg/ZA hour (s) eyes-rabbit severe
TOXICTTY DATA:
5.5 ml/kg/a hour(s) inhalat.ion-rat LC50; >9400
oral-rat LD50
CARCINOGEN STATUS: OSHA: Carcinogen,' NTP: Known
ul. /kg skin-rabbit
Human Carcinogen;
LD50,' 1 ml/kg
IARC: Human
A1 -ConfirmedSufficient Evidence, Animal Sufficient Evi-dence, Group 1; ACGIH:
Human Carcinogen
i,OCAL EFFECTS:
Irritant: inhalat.ion, skin, eye
ACUTE TOXICITY I,EVEL:
Highly Toxic: dermal absorpt.ion
Moderately Toxic: ingestion
Slightly Toxic: inhalation
TARGET ORGANS: immune system (bl-ood) , central nervous system
MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: bfood system disorders, immune system
disorders or allergi-es
TUMORIGENIC DATA: Avail-abl-e .
MUTAGENIC DATA: Available .
REPRODUCTIVE EFFECTS DATA:
ADDITIONAL DATA: May cross
Interactions with
drugs may occur. St.imulants
f ibrill-ation.
aTiHflf,i"* DArA:
AvailabIe
the placenta. Alcohol may enhance the toxic effects.
such as epinephrine may induce ventricular
300 ppm eyes-human; 435 mg skin-rabbi-L mj-ld; 500 mg
mg/z+ hour(s) skin-rabbit
moderate; 87o ug eyes-rabbit mild; 2 mg/z+ hour(s)
second(s) rinsed eyes-rabbit mild; 250 irl/24 hour (s) skin-pig mild
skin-rabbit moderat.e,. 20
eyes-rabbit severe; 100 mg/ZO
TOXICTTY DATA:
a9 gm/m3/4 hour(s)
oral--rat LD50
CARCINOGEN STATUS:
Lack of
Carcinogenicity, Group 3; ACGIH: A4 -Not Classifiable as a Human Carcinogen
IJOCAI' EFFECTS:
Irritant: inhalation, skin, eye
ACUTE TOXTCITY I,EVEL:
Moderately Toxic: ingestion
Slightly Toxic: inhalation, dermal absorption
TARGET ORGANS: nervous system
MUTAGENIC DATA: Available .
REPRODUCTIVE EFFECTS DATA: Availabl-e.
A-DDITIONAL DATA: AlcohoL may enhance the toxic effect,s. Stimulants such as
epinephrine may induce
ventricular f ibril-lat.ion .
inhalation-rat LC50; 14100 ul/kg skin-rabbit LD5o; 636 mg/kS
IARC: Human Inadequate Evidence, Animal Evidence Suggesting
o
CYCLOHEXANE:
IRRITATION DATA:
1-548 mg/2 day(s) -intermiLtent, skin-rabbit
TOXICITY DATA:
70 gm/m3 inhalation-mammal LC50; L2705 mg/kg oral-rat LDsO
LOCAL EFFECTS:
Irritant: inhalation, skin
ACUTE TOXICITY LEVEL:
Moderatel-y Toxic : inhal-ation
Slightly Toxic: ingest.ion
TARGET ORGANS: central nervous system
MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE: kidney disorders, liver disorders,respiratory disorders, skin disorders and allergies
MUTAGENIC DATA: Availabl-e.
ADDITIONAL DATA: Alcohol may enhance the t.oxic effect.s.
XYI,ENE:
TRRTTATION DATA:
200 ppm eyes-human; 100 percent skin-rabbit moderate;rabbit moderate,' 87 mg
eyes-rabbit mild; S mg/Z+ hour(s) eyes-rabbit severe
5OO mg/24 hour(s) skin-
skin-rabbit LD50; 43oo mg/kS
Animal Inadequate Evidence,
frritant: inhalation, skin, eye
ACUTE TOXICITY I,EVEI, :
Moderat.ely Toxic: inhalation, ingestion
TARGET ORGANS: central- nervous sysLem
REPRODUCTIVE EFFECTS DATA: Available.
ADDITIONAL DATA: A1coho1 may enhance t.he toxic effects. SEimulanLs such as
epinephrine may induce
ventricul-ar f ibrillation.
ETHYL BENZENE:
TRRTTATION DATA:
L5 mg/24 hour(s) open skin-rabbit mild; 500 mg eyes-rabbit severe
TOXICITY DATA:
Oru:l; :7:\:/,2r":#J") inhalarion-rar LC50; 17800 ut/ks skin-rabbir LDs0; 3500
. OroxrcrrY DA'A:
5000 ppm/4 hour(s) inhalation-rat LC50; >1700 mg/kS
oral-rat LD50
CARCINOGEN STATUS: IARC: Human Inadequate Evidence,
Group 3;
ACGIH: A4 -Not Classifiabl-e as a Human Carcinogen
I,OCAI, EFFECTS:
CARCINOGEN STATUS: fARC: Human fnadequate Evidence, Animaf Sufficient Evidence,
Group 28;
ACGIH: A3 -Animaf Carcinogen
LOCAI, EFFECTS:
IrriLant: inhalation, skin, eye
ACUTE TOXICITY LEVEL:
Moderatel-y Toxic : ingestion
Slight1y Toxic: inhaLation, dermal absorption
TARGET ORGANS: central nervous sysLem
MEDICAL CONDITIONS AGGRAVATED BY EXPOSURE; kidney disorders, liver disorders,
respiratory disorders, skin disorders and allergies
TIIMORIGENfC DATA : Avail-able .
MUTAGENIC DATA: Available.
REPRODUCTIVE EFFECTS DATA: Avai]ab]e.
ADDfTIONAL DATA: May cross the placent.a.
12 . ECOI,OGICAI, INFORMATTON
Not available
13. DISPOSAL CONSIDERATIONS
Subject to disposal regulations: U.S. EPA 40 CFR 252. Hazardous waste Number(s):
D001.
Hazardous Waste Number(s): D018.
Dispose of in accordance with U.S. EPA 40 CFR 262 for concentraLions at or
o*?:;'.il'";;?I}:;i3.lEli1;r:;3:'"'"rv leve1- 0'5 ms/L' Dispose in accordance
1,4. TRANSPORT INFORMATION
u.s. DoT 49 CFR 1-72.10L:
PROPER SHIPPING NAME: Hydrocarbons, liquid, n.o.s.
ID NUMBER: UN3295
HAZARD CLASS OR DIVISION: 3
PACKING GROUP: I
LABELING REQUTREMENTS: 3
DOT TAZARDOUS SUBSTANCE (S) :
Benzene r0 Ib (s) (4.54 kS (s) )
Hexane S000 l-b(s) (2270 kS(s))
Toluene 1000 ]b(s) (a5a kg(s) )
Cyclohexane 1000 lb(s) (asa kg(s))
Xylene 100 lb (s) (45.4 kS (s) )
CANADIAN TRANSPORTATION OF DANGEROUS GOODS: No classification assigned.
15. REGULATORY INFORMATION
U.S. REGULATIONS:
CERCLA SECTIONS lo2a/L03 HAZARDOUS SUBSTANCES (40 CFR 302.4): A release of thisproduct, as supplied, is exempt from reporting under the Comprehensive
Environmental Response Compensation and Liability Act (CERCLA) by Ehe petrol-eum
exclusion. Releases may be reportabLe to the National Response Center (800 -424-
8802) under the Cf ean Water AcL, 33 U.S.C. 1321- (b) (3) and (5) . This
product contains one or more components designated as hazardous substances ortoxic pollutants pursuant to the Federal Clean Water (40 CFR 1-L6.4 Table A; 40
cFR 401.15) .
o::;}.:i:::
rrr sECrroN 302 EXTREMETJY razARDous sUBSTANCES (40 cFR 3ss.30): NoL
SARA TTTLE rrr sECTfoN 304 EXTREMELY HAzARDous suBsrANCEs (40 cFR 355.40): Notregulated.
SARA TrrLE lrr SARA sEcrroNs 31a/312 HAzARDous cATEGoRTEs (40 cFR 3?0 .2-L):
ACUTE: Yes
CHRONIC: Yes
FIRE: Yes
REACTIVE: NO
SUDDEN RELEASE: No
SARA TITLE IIr SECTTON 313 (40 CFR 372.65):
N-HEXANE
Benzene
TOI,UENE
CYCI,OHEXANE
XYLENE
ETHYL BENZENE
OSHA PROCESS SAFETY (29CFR191_0.119): Not regulated
CLEAN AIR ACT: This product contains one or more components listed as ahazardous air pollutant under Titl-e III of the Cl-ean Air Act Amendment of l-990.
STATE REGULATIONS:
Cal-ifornia Proposition 55 :
( O*"wn to the stat.e of California to cause the fol-lowing:
Benzene
Cancer (Feb 27 , 'L987)
Development.al toxicity (Dec 2G , 1,997)
Male reproductive toxicity (Dec 26, L997)
TOI,UENE
Developmental toxicity (Jan 01, L99]-)
ETHYI, BENZENE
Cancer (.lun l-1 , 2004)
NEW.fERSEY WORKER AND COMMUNITY RIGHT TO IOIOW: This MSDS was prepared inaccordance with the New Jersey Worker and CommuniLy Right-to-Know Act.
PENNSYLVANIA RIGHT To KNOW: This MSDS was prepared in accordance with thePennsylvania
Worker and Community Riqht-to-Know Act.
CANADIAN REGULATTONS:
WHMIS CLASSIFICATIONT Not determined.
NATIONA], TNVENTORY STATUS :
e":;rlYflfi"il.,lff:l;"}il Lhe components or this substance are listed on or are
TSCA ].2 (b) EXPORT NOTIFICATION:
o HEPTANE
CAS NUMBER: 142-82-5
SECTION 4
PENTANE
CAS NUMBER: 109-65-0
SECT]ON 4
NONANE
CAS NUMBER: L1-1,-84-2
SECTfON 4
CANADA IMVENTORY (DSL/NDSL): Not determined
1.6. OTHER INFORMATION
MSDS SUMMARY OF CHANGES
B. EXPOSURE CONTROLS, PERSONAL PROTECTfON11. TOXICOLOGICAL INFORMATTON15. REGUI,ATORY INFORMATION
NOTICE: The information presented herein j-s based on data considered to beaccurate as of the date of preparat.ion of this Materia] Safety Data Sheet.However, MSDS may not be used as a commercial specification sheet ofmanufacturer or sel-l-er, and no warranty or representation, expressed orimplied,is made as to the accuracy or comprehensiveness of thE foregoing Qataand safety information, nor is any authorizat.ion given or implied to prict{ceany patented invent.ion without a l-icense. In addition, no responsibility can beassumed by vendor for any damage or injury resulting from abnormal use, from anyfai1ure to adhere to recommended practices, or from any hazards inherent in the.-.nature of the
fproduct.
--
rt
I MATERIAL SAFEry
DATA SHEET
lo US. OSH/, CMA, ANSI and Canadian WHMIS Standards
Containing One or More of the Following Components in a Nitrogen Balance Gas:Oxygen, 0.0015.
23.5%;Methane, 0.0005-2.5%;Carbon Monoxide, 0.0005-1.0%; Hydrogen Sulfide, 0.001-0.025%
SYNONYMS: NotApplicable
GHEMICAL FAMILY NAME: Not Applicable
FORMULA: NotApplicable
Document Number: 50018
Note: The Malerial Safety Dab Sheet is for lhis gas mixture supplied in cylinders with 33 dbic feet (935 liters) or les g4 €pacity (DOT - 39 cyfindeG). This MSDS has
been dewloped for Erious gas mixtuE with lhe @mposition of @mpments wilhin lhe rangs listed in Seclion 2 (Composition and lnfmation on lngredienls). Reler to
the product label for inlomauor or he aclual @mposition of lhe producl.
(i CHEMICAL NAME; CLASS: NON-FLAMMABLE GAS MIXTURE
USE:
NAME
Y PHONE:
PHONE:
General MSDS lnformation
Fax on Demand:
Calibration of Monitoring and Research Equipment
CALGM, LLC
821 Chesapeake Drive
Cambridge, MD 21613
CHEMTREC: 1-800424-9300
1-410-228-6400
1-713/868-0440
1-800/231-1 366
2. COMPOSITION and INFORMATION ON INGREDIENTS
CHEMICAL NAME cAs #mle%EXPOSURE LIMITS IN AIR
ACGIH OSHA NIOSH
IDLH
OTHER
TLV STEL PEL STEL
Oxygeo Tl824+7 0.00't5 -
23.5%
Thde aE no sp€cifc expcure limits tor Oryga- Oxygen levds should be maintained above 1g.S%
Methane 7+824 0.0005 -
2.5./.
There are no specific exposuE limils for Melhane. Methane is a simple sphyxiant (SA). Oxygen
levals should be maiotained above 'lg-5%.
Hydmgen Sulfide 77830&,r 0.00't-
0.025%
10
(Nlc = 5)
15 10 (Va@ted
1989 PEL)
20 (eiling): 50
(€iling. 10 min.
peak on@ per &
h@r shifl
'15 (E6ted
1989 PEL)
100 NIOSH REL: STEL - l0
(@iling) 1 0 minutes
DFGMAXS TWA='10
PEqK = 2.irAK 10 min.,
mmentary El6
Carbon lrmoxHe 630{8{0.0005 -
1.0"/.
25 NE 50
35 (Va@Ed
1989 PEL)
200 [@ilino](Va€led 'l 9E9
PEL)
1200 NIOSH RELS: TWA = 35
STEL = 200 (eilins)
OFG MAKS: TWA = 30
PEltl< = 2.t{AK, l5 min.,
awEg6 Elue
DFG MAK Pregnancy Risk
Nitogon n27-37.9 Balan@ Th@ a.a no speilc eDqGurc lifiib ior Nitrcgen. Nitogen h a simple asphyxi6nt (SA). O(fEsn tevds
slbuld be mainbimd aboG ls 5%
NE = Not Established. NIC = Noti@ of lntended Change See Seclion 1 6 for Definitims of T6ms Used.
NOTE (1): ALL WHMIS required intomation is hdded h app@piate scliore bsed q th€ ANS| 2/00.1-1998 tumal This gas mixtlro has been dassified in
EiIERGENCY OVERVIEW: This gG mixt E is a @lorls 96 whi.h h6 a rcttec€gg odor (due to the p.sdce of Hydrcg{ Suflldg). The odor @ot be clsd
on as 6n adequate mming of the PEqco of lhis 96 mixtuE. be€use ofactdy fdtigue @ac afier w-erposue to Hyorcgen suftae. lidrogon Sumde and
Carbon Monoxide (arclher @mponent ot his gas mixturc) e,tdic to humans in ElatiEly 16{ @n€ntratirc. chrcroqosure to trls gas mixtrre e]n ese s*in orCarbon Monoxide (arclher @mponent ot his gas mixturc) e,tdic to humans in ElatiEly 16{ @n€ntratirc. Orcrogosure to trts gas mixtrre e]n ese s*in or
etE hlilatis, nau$a, dizin$, headadEs, @llapse, un@nscidsn6, ffia. ad deatlr. AddrtioGlly. cless ol thii gm mixture may p@d@ qtEen{eJici'nt
h small @rfined spa6 or other poo.ly+ltitateO wircnments)l inOfuiOuats iri suct atmospfrere
SYMPTOMS OF OVER€XPqSURE BY ROUTE OF EXPOSURE: The mst signmcant routa of
ovor€xposure br this gas mixture ls by inhalation.
INMLATION: Due to he small size of an individual cylinder of this gas mixtJre, no unusual
heallh efiects frcm ovar-eposure to the prcducl am antcipated under routine cirurotanc€s of
use. A potentlal heafth hazard as$ciat€d with this gas mixture is th6 potential of inhalation of
Hydrcgen Sufide, a cmponent of this 96 mixtre. Such over-exposures may omr if this gas
mixture is used in a confined spac€ or other poorly-vmtilated area. Over€xposurs to Hydrogen
SulfHe en Euse diziness, headacte, and naus€. Overexposure to this gas could i*uh in
respiEtory arct, @ma, or unmsci@sness, due to he presnce of Hydrogen Sutfide.
Continuous inhalation of low ctrcentrations of Hydrog€n Sulfide may cause ofaaory fatgue, so
that the odor ls no longer an effectr've mming of the pGerce of this gs. A summaryof axposure
concentrafons and observed effects ara as follows:
0.+30 ppm
50 ppm
Slightly higher than 50 ppm
10G150 ppm
20G250 ppm
30G.500
5O0 ppm
> 600 ppm
> 1000 ppm
NOTE:
here are presentsd to delineate
OBSERVED EFFECT
Odor is mpleffint.
Eye iritation, Dryness and iritation ofnose, throat.
lritation of the respiratory system.
Temptrary bs of smell.
Headacfie, vomiting nausea. Prolonged exposure may lead to
BE&OOUS IATRII IDEITIFICATIO{ !YSTEI
HAZARD ptuel I r
HAZARD (iEor I o
PHYSICAL HAZARD muowl | 6
PROTECTIVE EQUIPMENT
Scc Scctioo 8
Eor Ros$n. hdu.frl U!!.^d
lung damage. Exposures of 4-8 hours mn be fatal.
Swifter onset of symptoms. O6ath o€uB in 1-4 houB.
Headac+E, excitament, staggering, and stomach ache after brief expcure. Death ocflE wihin O.S - i
hour of exposure.
Rapid onset of unconsciousnass, coma, dealh.
lmmsdiate r6piEtory arest.
This gas mixture contains a maimum of 250 ppm Hydrogen Sulfide. Th6 higher concntration values
the complete health effects which have been obserued for humans after exposure to Hydrogen sulide.
NONfLAMMABLE GAS MXTURE MSDS . 5OO1 8
PAGE 1 OF 6
EFFECTIVE DATE: APRIL 19,2005
(o
3. HAZARD IDENTIFICATION
| 3. HAZARD tDENr!I!e4I!qNl99I!!!g9g)_, 3. HAZARD IDENTIFICAT|ON (continued)
lnhalationoVer-exposurestoilhereSmntainingmoreffi'(25ppm),trothercomptof
this gas mixture, mn result iri rs health consequences. Carbon Monoxide is ctassified as a chemim. rtrii"ri,'prJor"ing, t"iil"""tir" ovcombining with the hemoglobin bf the blood and replacing the available oxygen. Through this reptacement, th6 uooy t" o"prfiJoi tr." ,Lqrir"ooxygen, and asphyxiation occurs. Sine the affinity of carbon Monoxide for hemoglobin is-about 2dO-300 times that of irxygen, only a s.rl i,i,ountof carbon Monoxide will cause a toxic reaction to omur. carbon Monoxide expoiures in excess of 50 ppm wifi proouce iffiio#J p"i.""irg ifbreathed for a sufficiently long lime. lf lhis gas mixtLlre is released in a smalt, poorly ventitated area (i.e- an enctodea o, con'nnJaif"*llrvr"Jt r.which may develop include the following:
CONCENTRATION OF
CAREON MONOXIDE
All exposure levels:
200 ppm:
400 ppm:
1,000 -2000 ppm:
200-2500 ppm:
OBSERVED EFFECT
Overexposure to Carbon l/onoxide Gn be indi€ted by lhe lips and fingemails tuming
bright red.
Slight symptoms (i.e. headache) after several hours of exposure.
Headache and discomfort experienced within 2-3 hours of exposure.
Wthin 30 minutes, slight palpitations of the heart occurs. Wilhin .l.S hours, there is a
tendency to stagger.
within 2 houB, there is mentar confusion, headaches, and nausea. unconsciousness within
30 minutes.
>2500 ppm: Potential for mllapse and dealh before Mming symptoms.
Additionally, if mixtures of lhis gas mixture @ntain less than 19.5ol" orygen and are rel6ased in a small, poorly ventilated area (i.e. an endosed orconfined spae), an oxygen-deficient environment may occur. lndividuils breathing such an atmosphere may experiene "yrpior" which includeheadaches,ringinginears,diziness,drowsiness,unconsciousness,nausea,vomitiig,anddepressionofallth-esenses- Undersomecircumstancesof over-exposure, death may occur. The following effects associated with various levels of oxygen are as follows:
OBSERVED EFFECT
Breathing and pulse rate increased, muscutar coodination slighfly disturbed.
Emotional upset, abnomal fatigue, disturbed respiration.
Nausea, vomiting, collapse, or loss of consciousness.
Convulsive movemenh, possible respimtory collapse, and dealh.
SKIN and EYE CoNTACT: Hydrogen Sulfde, a component of this gas mixtwe, may be initaung to thl skin. lnflammatjon and iritation of the eyescan occur at very low airborne concentralion of Hydrogen Sumde (less than 10 ppm). ExposJre over several hours may result in "oas evesi o.can occur at very low alborne concentralion of Hydrogen Sumde (less than 10 ppm). Exposure over several hours may result in gas eyes; or'sore eyes' with sympioms of sdatchiness, iritation, tearing and buming. Above S0 fpm o'f Hydrog"n sumJe, urere is an intense tearino, blurinqsore eyes wn sympoms oI sdatcnmess, mtaton, tearang and buming. Above 50 ppm of Hydrogen Sulfide, there is an intense tearing, bluning
:::'l:", j:.::1 :1".11?19n^11 '.n"1,^91^"Il"I!r_"-"1'lglrlduarsrarsee
inss arduna uright tisits. Mosr symproms disappear when exposure
CONCENTRATION OF OXYGEN
l2-16% Oxygen:
1o-14o/o Oxygen:
6-10% Oxygen:
Below 6%:
over€xposures to lhis gas product. Refer to
atmospheres (below 18% o)q/gen in air) may afrect the heart and neryous system.
IT:,:L^."I"".:|:: ::g:_,T::?.'fl3y^svstem, blood system, entral neryous system effects, cardiovascutil sysrem, skin, eyes. cHRoNtc:
ceases- However, in serious cases, the eye can be pemanenuy damaged.
HEAITH EFFECTS oR RlsKs FRoM EXPOSURE: an Explanation in Lay Tems. Over-exposure lo this gas mixture may cause the foltowinghealth effects:
ACUTE: Due to the small size of the individual cylinder of this gas mixture, no unusual health effects from exposure to the producr are anticipaledunder routine circumstanes of use. However the Hydrogen sulfide and Carbon Monoxide components of tiris gas mixture are toxic to humans.over-exposure to this gas mixture €n cause nausea, diziness, headaches, collapse, unconsciousness, coma, and death. Due to the presence ofHydrogen sulfide, over-exposures to this gas mixture can also iritate the skin and eyes; severe eye contamination c€n result in blindness.cHRoNlc; severe ovet€xposures to the-Hyd_rogen Sulfde cmponent of this gas mkture, which do not result in death, may Guse lmg-terme\m.l^m< crr^h eG m66M, l^c. h-'5h,c;- ^I aai^l -..^^r^^symptoms such as memory loss, paralysis of facial muscles, or nerve tissue-damage. tn serious *;t;a;r;;-;;;,ii",'# J,il,,'i"",i"t"pemanently damaged. skin disorde6 and respiratory conditions my be aggmvated 6y repeated over€xposures to lhis gas produit. Refer to
pemanently damaged. Skin disordeB and respiratory conditions my be aggEvated
Section 11 Cfoxicology lnformation) for additional infomatjon on the mmoonents olhe mmponents of this gas mixture. Chronic exposuie to oxygen-defEient
((
RESCUERS SHOULD NOT ATTEMPT TO RETRIEVE VICTIMS OF EXPOSURE TO THIS GAS MIXTURE WITHOUT ADEQUATE PERSONAL-
H1'11I'Y5^..3Yf-T:^T..j,^"^:IT_rIf:lr:".i!1,led Breathins Apparatus must ue w91n. vi"rir1"1 *t o experimce any adverseeffec{ affer over-exposure to this gas mixture must be tiaken for medicat ittention. Rsuem shoutd be t k;;'#,.i;L"iffiftH,i';![:::;,y.Take a copy of the label and the MSDS to piysician or oher health professional with victim(s).
No unusual health effects are anticipated after exposureto this gas mixtre, due to lh€ smalicylinder size. lf any adversg symptom develops afterover-*posure to lhis gas mixture, remove viclim(s) to fresh air as quic*ly as possible. Onli trained personnel should administer srppiJr*i"loxygfi and/or €rdiofulmmary resuscitation if neessary.
sKlN EXPoSURE: lf iritation of th€ skin develops after exposure to this gas mixture, immediatelv begin decontamination with running mter.Minilllum flushing is for 15 minutes. Remove exposed or contaminated clothl-ng, takng erElo-GEit"rinrt" "y".. Mctim must seek immediatemedical attenfion.
EYE ExPosuRE: lf idtation of lhe eye develops after exposure to this gas mixture, open victim's eyes while under genfle running mter. usesutrrcient fqm to open eyelids. Havs victim 'roll'i eyes. Minimum flushingis for 15 minuies. seek medical assistance i'mmeoiaterv, "p*r"i"urv
"^ophthalmologist-
MEDICAL coNolTloNs AGGRAVATED BY ExPosURE: Pre-existing Espiratory onditons may be aggravated by wer-exposure to this gsmiliture. carbon. Monoxide, a compon€nt of this gas mixture, can aggmvate sore d'iseases of the mrdioviicular system, srcr, L "o.n"ry ari"rydisoase and angina pectolis. Be€use of the pmence of Hyorogeri6umdo, eye disordes o. "iin
p.ob.i.ay be aggravated by ou"r-"ipo"ri"to this gas mixture.
RECoMMENDAnoNS To PHYslclANs: TEat symptoms and eliminate over-exposure. Hyperbaric oxygen is the most eftcient anlidote tocarbon Monoxide.poisoning, the optimum range being 2-2.5 atm. A special mast, or, preferauty, I compreiiion ctramuer to utitize oxygen ai theiepressures is Equired. Avdd administering stimulant drugs. Be obseruant for initial iigns ot iutmonary Lolma in the event ot sev6ri intratationover-gxposures.
AUTOGNmON TEMPERATURE: Not appticabte.
FLAMMABLE UMITS (in atr by volume, %):
LNer (LELI: Not appti€ble.
Upoer (UEL): Not appticable.
FIRE EXIINGUISHING MATERTALSj Non-flammabte gas mixture. Use extinguishing
media appropdate for surcunding fire.
UNUSUAL FIRE AND EXPLOSION HAZARDS: This gas mixture contains toxic Aases,Hydrogen Sulfide and Carbon Monofde, and presenG an health hazard to firefijhters.
This gas mixture is not flammable; horever, contraineE, when involved in fire, may ipture
or buEt in the heat of the fre.
Not Sensitive.
Not Sensitive.
SPECIAL
and content ofthe cylinder, an ac@ less risk of
:J::fi*'"'*i:if::.T,::T:"_,,i1-:Pi"^Y:iflt,-gr-e- gxc cgmoone"b ;i 0,;"- s;; ;il,?", I'ii'lii,5i .Jrl,; ;#i;';ffi; illh:remaining components of this gas mixture, thm a similar releme from a largerrerlEnmg @mponen6 oI mG gas mDdure, lhm a similar releme from a larger cylinder. However, as with any chemi€l ielease, extreme eutionmust -be. used during Gmergency Esponse prcedures. ln the event of I release in *r,iitr tri
"-t"r""phere is unknown. and in which otherwhich he atmosphere is unknown, and in which otherchemicals are potentjally involved, evacuate immediate area. such r"r"".". .norro-l";;;ffiJ;-ilil;"il;iffit;;;;$ffi;
procedures _ Proper protective equipment should be used. ln mse of a leak, clear the atre;teJ;r;a, p;tect peopte, and respond with trainedpeBonnel. For emergency disposal,
6. ACCIDENTAL RELEASE MEASURES
NON+LAMMABLE GAS MIXTURE MSDS - 5(tO1E
PAGE 2 OF 6
EFFECTIVE DATE: APRTL 19,2005
t_l
NFPA RATING
Due to
a1i-
I
i( o
((
1 1. TOXICOLOGICAL INFORMATION
TOXrCrry DATA: The folowiri ology dara are avairabre for the mmpon"nt" ofGi"i]liil[llNrrRocEN: caRBoN MONOXTDE (continueali - - "-- '""- - cmL JNoxrDE (continued):There are no specific loxicology dab @r Nitrogen. TCLo (tnhalation_Mmi
Nitboen is a simntc esnhwianr whi.h -.r. r^ ,-r^_:;^_,. ,.._-- r"_), S0 ppftV3o days- TCLo(tnnatatioftRabbitjSoffmzinorreleweets_
wks€^in@us: cardiac: arhynrmias (incrudins rerotoxir*ty feiLli oearr.;:s..-;ii,;a rft"i.?:i]; 'I^'il#lilll1*m0"ff],*"#TJg#..ffichanges in @nducton), EKG change not death
diag;stic of specifed
"nJix",
pri"" Li" f,E""'J!, wBight lo$. o. de@sed Eight gain; R€lated to
'rAtrout tat tn fip ChMic Data: deaul
Nirrosen is a simpre asphsiant, which acri t" rFq,il!"i- !,;il-,rhd JI"hXp##, 1l;Jffiff:''J,"##d.Br,ffj,JEigj"f*"displa@ oxygen in the envircnment structuEl or funilional change i. t."'r,"" - rclo ltntral"tion-tr,touse) g pph/1 hour: female 8METHANE: bronchi
There are no specific toxi@losv data for.Molhane. rcro linnur"tion-cuinea.pis) 2oo ms/m3/s hou*/4 8""'r!1#fl,":"XX"fH;,,[Tt3::[:' ,T;:l:Methane is a simpre asphl iant, which acts to reeks-intemrtt nr enaoc-ri'ne-:-rrypeiiG;;;-" 5v"t",displae orygen in the environment TcLo (lnhalation-Guinea Pig) 200'pp;i4 hours/go rcio itnhataton-Rabbit) 180 pptry'24 houre: fematecARBoN MoNoxlDE: davs{ontinuous: ab.d, iio.*lJi ", "r"i;i"i iid a.y1"1 after @neprbn: Reproducrve:LC$ (lnhalation-Rat) 1807 ppff/4 houc red btood cells. ofrerchangis Effe-cS on Newbom: stillbirfh, viabitity index (e.g.,LC$ (lnhalation-Mouse) 2444 ppnl4 hous TCLo (lnhalatiocRa0 75 pp;24 houre: femate G2o #-aive at oay + pe1# uom ative)Lc$(lnhalatioccuineaPig)5718pptr/4hou^
99.y(".) afra mneption: Reproductive: Matemat rvriircnucreus Tst (lnhalation-Mouse).lso0 ppny1oLC$(lnhalation-wildbirdspecies)1334ppm Effias: ottrer effects; Effecls on Newbom: minutesLo-o (lnhalatiorHuman) 4 mg/m'/12 hou6: behavioEl sister chromatid Exchange (tnhalati@Mouse) 2500Behaviorar: com; vascurar: Bp rowerin_g not TcLo (rnharatjon-Rat) 1so ppi1J24 hours: femare t- - -pirjro rinut*charaderized in autonomic seclion; Blood: 2z diy(s) after coneption: Reproductive: specific l6nbcgN suutog,methemoglobinemia€rboKvhemoslobin Develaprental Ab;omatities: cardiowsqlai L'C,i'irnnar*o*nat) 444 ppm: Lungs, Thoq. orLclo(lnhalation-Man)4000pptr/3ominutes (circulaiory)syshm _- Respi.tion: olher changes; castrcintestinal:LcLo (lnhalatioGHuman) 5oo0 ppm/s minut6 rclo 1rnu"6on-n 9 150- ppqza houE: femate 1- i ypJ*tirity. dianhea; Kidoey, urets, BtaddeeLcLo (lnhalalion-Dog) 4000 pptry'46 minutes 22 day(s) atur coiepton: Reproductive: Effecls urine vorume lncreasedLcLo (lnhalalion-Rabbit) 4000 ppm on Newbom: o@wth statistiG (e.g.%, redued Lcs (tnhalation-Mouse) 634 pptrv1 hMLCLo (lnhalation-Mammat-species unspecmed) weight gain), beiaviomt , Lcfo.(lnhatation-Human) 600 pptry'3o minutessooopptr/sminutes TClo-(tntiatatiorRat) lmgtm3t24hours:remate72 i6iJ,,f,nn","ro*t,t"n) SToo Fg/kg: Behaviorat:,"r,""r"(ffi,i["Jf,r;:n) 600 ms/m3/lo minutes: aay(ilpematint:irep.-d,il;",1i;;;#;jr: 'ii"m"l Lunss, rhoa, o. R6piration: ch@nic
rcr-o lrnrraiauon-rr,oanyoso ppnv+s minures: Brood: [ff#:l"H:1eHfli:i:9!i',JJ: fl!H:"* ."t:til"mi:m,";;;;;""-'-
_*"llil;111oi:il::lf[m;ffi',:1ff:",,""," iffilillSg;;r,1i:;""rtr*i;"il";?;;;E iEil,'('',","n-r"..lr-ip.'"i*,""p"-"fttr eoo
rclo (rnharatiocR;r) riorj ppivi r'o,irr+ aiy"- rii" tr"r'"r'"["i-ri.ii;e';"rtt hou6] ,emare ,- ,Jffl(.5rflltt:lRat) 30 ppn 6 hours/.ro reeks_tntemittenL cardiac: other chanqes 20 day(s) affer co;@ptil R;il;;;il; ffi;js ,
]ni"#t"nt, sffse orgare and Speciat s€nsesTcLo (lnhalation'Rai) 30 mg/m3/8 hours/'!0 weeks- m He"t6m: u"rrauioiir -
'
1dii"uonl, or"*r, nere c,,ang6, eflecl rcrinlemittenL BEin and Coverings: other TCLo (tnhalationfiat) 75 ppm/24 hou6j female G.2O l"Urll;i""
"p""m"adegeneEtiw changes; BehavioEl: musde gay6; aner -rcLptioh, Rep.oductive: specitic fclolfnt"f"tionA"g r2o| mglmstzhours/S davs_@nb'action or spasticity De@topmenht Abnomatitjes: i.;;';; ']n'f,#it"n1 BEin and Corerings: otherTcLo (lnhalaliorRat) 96 ppirD4 houG/go days- _-rctiwtoindothelialsyslem_ degenectve changes: BiocfEmical: Enzme@nlinuous: Blood: pigmented o, nucleated red TCLo (lnhalation-lvioule) 65 ppn2a houc: femate iniYt'iri,on, inar"Uon, or change in btood or tssueblood @lls, other changs 7-i8 day(s) after 'onception: Reproductire: bwls: true cholin6teEseTCLo (lnhalatioGRat) 250 ppm/s hou620 days- efe* on i.tewuom: uetravioat fdo"'inn"r"ti__n"t) 100 ppnv3 hourgs reekeintemitten[ Bt@d :pigrented or nucteated ied TCLo (tnhatation-tUoreij zso pp n hou6: lemta ' jn,""#*n, BE6 and corerings: otherbl@d ce[s, cianges in olher ceil @unt A15' day(s) atei -tnceition: Reproductire: iiS";".t* dunges; Lungs. TIDB. or(unspecifed), chanses in erythrccvte (RBc) 6unt eerrility 'pLit-rmpranat* i*rt"ritv'Gs. -i;;
ilr"iiloon, or",
"r,"nses; Biochffii-t: E,*TDLo (Subcutaneous-Rat) s983 rg/kdr8 w@ks and/oi. resorbed' imoranF oer t ti ir""ru", Jr iii#iiin, inau.m, or ct6ge in btood n taselntefritt'anL Blood: changs in serum @mp*iiion iqrants); sp@ific dewbpmentat Abro-;;tiiie;, i"*i"i'"v,*n.* didas (induding oxidatire(e.9. Tp, bilirubin, cholEtercl)
- -musculckeletat ststem phcDhorytaton)TCLo (lnhalatjorMonkey) ZOO ppn24 houer'90 TCto(tnhata$o+Mo-ui;)i25ppnp4hou6:femate fCio*tinn4"**R.,) 80 ppf,V6 hourspg dapda!&6ndnuous: Btood: pigmented or nucteated 7-tS da(s) aner 'orc#ton: n!p_al1ri* , j".,i#,,r"nt BEin and CoEnog6: charE€ inred blood celts, otherchangs Eflects o Embrp or reus: retotoxidty leieii iiin"*,gnt NukitioEt 6nd Gtc Metabolic:TCLo (lnhalatiorRabbit) 2Oo mgr'ml3 hours/13 _ aeaD,. e.g.. stunrJJ teLsy . -, -- '--' iljli1'"* * o**ed weight gainreeks-intemittant BEin and C@ings: othd TCLo (nh;iation{vlousei b pprut hour ,e@le e f6L"o.ritrf,"r.t*Rat) m ppm: fetrEte SZ2 day(s) -degonffitire changs; cardiac: ourer ihange; day(;).afler -n*pri6n, ilproar"u*, rotiitl. 'Ti",,'l***.
tactaring fem6 2t da(s) post-Btood: hercrhage m6i ii." 1".g. # i;t * p., .tittec reasuret [irii, F.p.ouo*, er*s on N*bm: phwi@tTCLo (lnhalatioccuinea pig) 200 mgr'm.E hou6B0 Uefoe Urrirl' difectswks@^in@us: cardiac: arhythmias finctudim fetoroxi.itu r.r6nr da.* T- EIIp,.:1.^f"*:: TcLo (lnh;htionir@;) so pp"v6 tio-;;,6',;;
TCLo (tnhatatiGRabbit) 40 rE/mls howsBoreeks]ntemittent Ss$ OrOa6 and S@cial
susPEcrED cANcER AGENr:
-rh-e--ompmells or.lhi: sas mixture are.nor r@nd on r," rorro,i,iffii"lll}#'ff#8[", Lrsr, Nrp,cAUosHA, and lARc; thffifore. they are no[mnsidmd to ue] nor su"pea.o to be, ener-eusing agents by 6se agsncis.Erlll!!9y-o-F ploDucr: This gas mixlure rs ir*atins ro *reeves, ario mav ue in*ahg o rhe sit. -- - -
SENSITIZATION OF PRODUCT: The comoonenis of $r]s o"" -ilii" "." nnr L6^un l^ k -LisErlsl ttzATloN oF PRoDUcr: The-componenis of this gas mixture are noirnown to #
"rin or iesprratory sen"iti="rr.REPRooucrlvE ToxlclrY INFoRMAnoN: Listed oetJw is inrormatlon @ncaming ths effects of'this gls mD.twe on the human reprcductive
!qEgg+ig&: The compon€nb of this.qas mixture are not reported to case mutag€nic efiec{" in humans.REPROOUCTTVE TOmC|TY TNFORMAnON (@nrinued):
Embrctoxicitv: This gas mixture cmtains mmpmens that may euse embryotoic effects in humam; h*ever, duo to th6 small totial amount of_ lhe components, embryotdic efects are not expeded to ocotr.Te'atooenicitv: This gas mixture is rct e4Ected to €6a tffitogenic effects in humans due to the small cy'inder size and small total am@nt of a[mmponmts ThecarbonMonoide@mponentofthisgas-mixturewhichexi"srpiol"rt,[n*u"Jiemtogeniceffectsinhumans.
severeaxposure to carbon Monoxlle during pregnancy has euied aoverse sffects ano ur'e J""ih;i r;";;; 'in
gereral, matemar symptoms are an
- indi€tor of tha potential dsk to the fetus since ia6on Mmoxioe is tuic to ttre mother before it is toic to the fehjs.Beo,qductive Toxipitv: The mmponenls offhis gas mixturc are not ielorteo to caus" "dr;;;"p;r&;;'If*b in hur"n..A mubqen is a chomiel whidt aree.s.permnnt changes to gei[i mateaat @NA) sudt uat me chaaes wiil prcpagate thrcugh generationtines. An embintoxin ts a chemi^t whta ere3s alyade a ,Z.;;bp,;;; ;i;;;'fl, -r;;; il';Zi;;,fi reeks ot presnancy in humils), butlhe damage does rct prcpagate aaoss,genentbnat tine;. A bt;ao;;'rc i cneiiaiwtri*"ir""" Jr.rfi ro " cteveloping td6, bd the damagedoes not ptopqate acrox genentional.lires.. e_remduaiveidffiiy sub2f121which inieii" i i-;y*y
"rth rhe re4oductive pr.)cess.BloLoGlcAL ExPosuRE lNDlcEs (aEls): Bi"logical Gsure lndiLs @Ets) have been o"t"rmi*iro, corpontrb of this 96 mixrure, as
ENVIRONMENTAL STAEILTrY:
components of his gas mixture,
CAREON MONOXDE:
ThBgaswillbedissipatedrapidlyinwell.ventilatedareas.iffi
Atmosphetic Fats: A photochemical.model was-used to quantify the sensitivity of the tropospheric oxidants ozone (or) and oH to changesin methane (cHa), carbon Monoxide (co), and No emissions anJto perturbations in ctimaie and itmGspneric cnemistry. tn most cases,increased cH' and co emissions will slppress oH lnegative coenrc-iens1 in increased o! (positive coefficients) except in areas where Noand o! influenced by pollution are sufficient to insiasid oH. ln most iegions, No, cci, 'ina -Ci.-;i"sion
introased wilt suppress oHand increased 03, but these trends may be opposed bv stratospnaric oi o-e"jr"il;;;t;il#;;E"HYDROGEN SULFIDE:
Water Solubility = 1 9t242 mL at zO.C.
Plant toxicity: continuous tumigati* of pJ?lF.*ith.Po or 3ooo ppb Ftydrogen sumde caused leaf lesions, defotiation, and reduced gmwth withseveritv of injury comlated to dos6. At higher (3.25 and s.oi ppmi Hyoiog;'s;il;,-.tr#;;iiluaiik in rear coz and water vaporexdEnges occuned, and stomatal opening! weie dapressea. vir',.,'n rivorit"nirmal d. ,i-, ;ilil ,9 specis of g*en ptants ror Shilrs, young, Epidly elongating tj$ues were more sensitive to iniury tha; ou-er ti""ru". -sv.piornlini-ufo
smrctring or y@ng shoots and
CARBON MONOXIDE
. Carboxyhemoglobin in blood. Carbon monofde in end€xhaled air
. End of shifr. End of shift
NON+LAMMABLE GAS MIXTURE MSDS .5OOI8
PAGE 4 OF 6
EFFECTIVE DATE: APRTL 19,200s
o
:
Persistence: Converts to elemental suFfur upon standing in water.
Major Species Threatened: Aquatic and animal life plants may be iniured ii exposed to S ppm in air over 24 hours.Biodegradaiion: Microorganisms in soil and water are involved in oxidation-reduction reactions that oxidize hydrogen sulflde to elemental sulfur.Members of the genera Beggiatoa, Thioploca, and Thiotrix function in transition zones between aerobic and anaerobic conditions where bothmolecular oxygen and hydrogen^iltfide are found. Also, some photosynthetic bacteria oxidize hydrogen sulfide to elemental sulfur. [Iembers ofthe families chlorobiaceae and chromatiaceae (purple sulfur bacteri;) are obllgate aerobes and arJ phototropic, and are found in waters withhigh H2s con€ntrations. The interaciions of these organisms fom pari of the g16bal sulfur cycre.Biocon€ntration; Does not have bioaccumulation or food chain contamination potential.
NITROGEN: Water Solubility = 2.4 volumes Nitroger/100 volumes water at 0.C; i.6 volumes Nitrogen/1oo volumes water at 20"c.EFFECT oF MATERIAL oN PLANTS or ANIMALS: No evidence is currenily available on this g-as mixture's effects on plant and animal life.Hydrogen sulfide and carbon Monoxide, components of this gas mixture, can be deadly to expo;d animal life, producing symptoms similar tothose experiened by humans. This gas mixture may also be harmful to ptant life.
EFFECT oF CHEMICAL oN AoUATlc LIFE: No evidence is currently available on lhis gas mixture's effects on aquatic life. The presence ofmore than a trace of the carbon l\ilonoxide. component of this gas mixture is a hazard to fish.-The folto*ing aquatic toxicity data are available for theHydrogen Sulfide component of this gas mixture:
leaves, basal and marginal
germination.
HYDROGEN SULFIDE:
LCso (Ase/ius arthropods) 96 hours ,
mg/L
LCso (Crungon arthropods) 96 hours
mg/L
LCso (Gammarus arthropods) 96 hours =
0.84 mg/L
LCso (Ephemera) 96 hours = 0.316 mg/L
LCso (lnhalation-Flies) > 960 minutes = 380
mg/m"
HYDROGEN SULFTDE (continued):
= 0.111 LCso,F (btuegiI, 3s-day-old fry) 96 hours =0.013'l mg/L
= '1.07 LC56,F (bluegill, juvenites) 96 hours = 0.0478
HYDROGEN SULFIDE (continued):
Lethal (goldfish) 96 hours = 10 mg/L
Toxic (carp) 24 hours = 3.3 mg/L
Toxic (goldfish) 24 hours = 4.3 mg/L
Toxic (sunfish) t hour = 4.9 to 5.3 mg/L
Toxic (goldfish) 200 hours = 5 mg/-
Toxic (minnows) 24 hours = 5-6 mg/L
Toxic (carp) 24 hours = 6-25 mg/L
Toxic (trout) 15 minutes = 10 mg/L
Toxic (goldfish) 24 hours = 25 mg/L
Toxic (tench) 3 hours ='100 mg/L
MATC,F (fathead minnows) 0.0037 mg/L
MATC,F (bluegill) 0.0004 mg/L
MATC,F (brook kout) 0.055 mg/L
LCm (llhalation-Flies) 7 minutes =
mg/m'
LCs,F (bluegill, eggs) 72 hours =
mg/L
mg/L
LC5o,F (bluegill, adults) 96 hours = 0.0448
mg/L
LCso,F (fathead minnows) 96 hours =
0.0071-0.55 mg/L
LCso,F (bluegill) 96 hours = 0.OO9O-0.01401,500 mg/L
LCso,F (brook trout) 96 hours = 0.0216-o.O190 0.030€i mg/L
Toxic (goldfish) = 100 mg/L
PREPARING WASTES FoR DlsPosAL PREPARING wAsTES FoR DISPOSAL: Waste disposal must be in accordance with appropriate
::1"j.,:r::*1,::.,1?:,"1^t:fl,,*i";,*1,:q:rs-wilh^undesired residual producr may be safery venred outdoors with rhe proper resutator. Forfurther information, refer to Section 16 (Other lnformation).
THlSGASMxrURElsHAzARDoUsASDEFlNEDBY49cFR172.101BYTHEU.s.DEPAm
PRoiPER^stllPPlNG NAME: compressed gases, n.o.s. (.ox.ygen, Nikogen)-or lhe gas component with the next highest 6ncentration next toNitrogen.
HAZARD CLASS NUMBER and DESCRIPT|ON: 2.2 (Non_Ftammabte Gas)
UN IDENTIFICATION NUMBER: UN 1956
PACKING GROUP:
DOT LABEL(S) REQUIRED:
HAZARD CLASS NUMBER and DESCRIPTIoN;
UN IDENTIFICATION NUMBER:
PACKING GROUP:
HAZARD LABEL:
SPECIAL PROVISIONS:
EXPLOSIVE LIMIT AND LIMITED QUANTIry INDEX:
2.2 (Non-Flammable Gas)
uN 1956
Not Applicable
Class 2.2 (Non-Flammable Gas)
None
o.12
Not Applicable
Non-Flammable Gas
(i
NoRTH AMERICAN EMERGENcY RESPONSE GUTDEBOOK NUMBER (2000): 126
U.S. DEPARTMENT OF TRANSPORTATTON TNFORMATTON (conrinued):
MARINE PoLLUTANT: The components of this gas mixture are not claisified by the DoT as l\,4arine pollutants (as defined by 49 cFR .172.101,
Appendix B).
SPECIAL SHIPPING INFoRMATIoN: cylinders.should be tmnsported in a secure position, in a well-venlitated vehicle. The transportation ofcompressed gas cylinders in automobile or in closed-body vehicles can preseni serioui sarety ta=ros. if transporting 6rere iyrinJei" invehicles, ensure these cylinders are,.not exposed to exlremely high temperatures 1as ."y oc"ri in an enctosed vehicle on a hot day).Additionally, lhe vehicle should be well-venlilated during transportation.
Note: Dor 39 cylinders ship in a.str€ng outer carton (overpackj. Pertinent shipping information goes on the outside of lhe overpack. Dor 39Cylinders do not have transportation information on the cyiinder itself.
TRANSPoRT CANADA TRANSPoRTATIoN oF DANGERo0s cooos REGULATtoNs: This gas mixture is considered as Dangerous Goods,per regulalions of Transport Canada.
PRoPER SHIPPING NAME: compressed gases, n.o.s. ('oxygen, Nitrogen)'or the gas component with the next highest mncent auon next toNitrogen.
ERAP INDEX: 30oo
PASSENGER CARRYING SHIP INDEX: Forbidden
PASSENGER CARRVNG ROAD VEHICLE OR PASSENGER CARRYING RAILWAY VEHICLE INDEX: FOTbiddENNORTH AMERICAN EMERGENCY RESPONSE GUTDEBOOK NUMBER (2000): 126NoTE: Shipment of compressed gas cylind-ers Ma Public Passenger Road vehicle;s a viotation of canadian law (Transpod canadaTransportaiion of Dangerous Goods Act, 1992).
,Yf lL*3ItI3llI^"^Ii9Y'5^1"5II_":.11b^93. .j** is subiect to the reportins requirements or sections 302, 304, and 313 or rile lr or
u.o. JAlq I nEErnulu THNN|NU LIUAN I I I y: Hydrogen Sulfide = 500 lb (227 kg)u.s. TscA rNvENToRy STATUS: Tieromponents of thii gas mixture are risted on ihe TSCA lnventoryU.S. CERCLA REPORTABLE QUANT|TY (Re): Hydrogen Sutfide = 1 OO lb (45 kg)
OTHER U.S. FEDEP.AL REGULATIONS:
' Hydrogen Sulfide and Carbon Monoxide are subject to the reporting requirements of CFR 29 1910.1000.' Hydrogen sutfide and Methane are .subiect to. the reporting requirlments of section 1 1 2(r) of the clean Air Act. The Threshold Quantity fore_ach of these gases is 1 0,000 pounds and so this mixture wiil not be affecteo by th" ,"grt"iilrn-' Depending on specific operations..involving lhe use of this gas mixture, tire regulations of the process safety Management of HighlyHazardous chemicals may be applicable (29 cFR 1910.119). Hydrogen Sumoe i! tisteo in lppenax n of this regutation. The ThreshotdQuantity for Hydrogen sulfide under this regulation is t 5oo lbs (and so one cylinder of this gas mixture will not be affected by this regulation).' This gas mixture does not contain any crass r or crass il ozone depleting chemimrs (40 cFh part Cit.' Nitrogen and oxygen are not listed Regulated Substances, per +o crR-, Part 6g, oittre Rist<'titamiement tor chemical Releases. Hydrogensullide is listed under this regulation in Table 1 as a Regulated substance Ooxic Substance), in quaitities or to,oo0 tbs (4,ss3 kg) or greater.
the
CHEMICAL NAIVIE SARA3O2
(40 CFR 355, Appendix A)
SARA304
(40 CFR Table 302.4)
SARA313
(40 cFR 372.65)
Hydrogen Sulfide YES YES YES
NONfLAMMABLE GAS MIXTURE MSDS - 50018
PAGE 5 OF 6
EFFECTIVE DATE: APRIL 19,2005
1 2. ECOI-OGICA!- TNFORMATTON(continu^at
ng oI otder leaves. Mature leaves were unaffected. Seeds exposei
ADDITIONAL U.S. REGULATIONS:
1 3. DISPOSAL CONSIDERATIONS
14. TRANSPORTATION INFORMATION
1 5. REGULATORY INFORMATION
t
1 5. REGULATORy TNFORMATTON(continued)
carb;n ffinoxide and Metha' @it tances (Fttr tln cuan$iE AftI6b15;"F#kg) or greater, and so this mixt.. -rll not be affected by the regulation.
U'S' STATE REGULAToRY INFoRMATIONi The components of this gas mixture are covered under the following specific State regulations:Alaska - Designated Toxic and Hazatdous Michigan-criticalMat;dalsRegister: No. pennsytvania - Hazardous s;bshnce List:substances: carbon Monoxide, Hydrcgen Minnesota - List of Hazard;us substances: oxyien, carbon Monoxide, Nitrogen, HydrogenSulfide, l\reihane. . . Carbon Monoxide, Hydrogen Sutiide, Methane. Sulfi-de, Methane.california - Permissible Exposure Limits -for Missouri - emptoyJr Informatioh/Toxic Rhode lsland . Hzardous substance List;chemical contaminants: carbon Monoxjde. ..subslanceListt: HydiogenSulfide,Methane. oxygen, carbon Monoxide, Njtrogen, HydrogenNikogen, Hydrogen Sulilde, Methane. New Jersey - nig'ht io Know Hazardous Suifile, Methane.Florida ' substance List: oxygen, Carbon Substance List: oxygen, Carbon Monoride, Texas - Hazardous substance List: HydrogenMonoxide, Hydrogen Sulfide Nitrogen, Methane. Sulilde.lllinois - Toxic Substance List: Ca6on Monoxide,
Methane, Hydrogen Sutfide.
Kansas - Section 302313 List: No.
Massachusefts - Substance Llst: Oxygen, Ca6on
Monoxide, Hydrogen Sulfide, Methane.
North Dakota . List of Hazardous Chemicals, West Mrginia - 'Haeardous Substance List:
Reportable Quantities: Hydrogen Suffide Hydrogen Sulfide.
Wisconsin - Toxic and Hazardous Substances:
Hydrogen Sumde
CALIFoRNIA SAFE DRINKING WATER AND ToXIC ENFoRcEMENT AcT (PRoPOSlTloN 65): The Carbon Monoxide component of this gasmixture is on the Califomia ProPosition 65 lisis. WARNING! This gas mixture mntains a "o.pound kno*n to the State of Califomia to euse br:rthdefects or other reproductive ham.
ADDIIIONAL CANADIAN REGULATIONS:
CANADIAN DSUNDSL INVENTORY STATUS: The components of this gas mixture are listed on the DSL lnventory.
CANADIAN ENVIRoNMENTAL PROTECTION AcT (cEPA) PRIoRITIES SUBSTANcES LtsTs: The component! of this gas mixture are not onthe CEPA Priodties Substances Lists.
CANADIAN WHMIS CLASSIFICATION: This gas mixiure is categorized as a Controlled Product, Hazard Classes A and D2A, as per the
INFoRMATTON ABour Dor-sg NRC (Non-RefiIabre cvrinder) pRoDUcrs
Dor 39 cylinders ship as hazardous materials when full. once the cylinders are relieved of pressure (empty) they are not consideredhazardous material or waste. Residual.gas in this type of cylinder is not.in issue because toxic gas mixtuH are-prohibited. Calibration gasmixtures typically packaged in these cylinders are Nonflammable n.o.s., UN 1956. A small p"r"e"ntag" of calibration gr""" p""x"g"J-in o"or39 cylinders are flammable or oxidizing gas mixtures.
For disposal of used DoT-39 cylinders, it is acceptable to place them in a landfill if local laws permit. Their disposal is no different than lhatemployed with other DoT containers such as spray paint cans, household aerosols, or dispoiable cylinders oi propane (for camping, torchetc ) when feasible, we recommended recycling for scrap metal content. cALGAz, LLc will do thijfor any customer that wishes to returncylinders to us prepaid. All that is required is a phone call to make arrangements so we may anticipate arrivil. scrapping c/inaers invotvessome preparation before the metal dealer may accept them. We perform this operation is a seruice to valued custJmers who want toparticipate.
MlxruREs: when two or more gases or liquefied gases are mixed, their hazardous properties may combine to create additional, unexpected.hazards. obtain and evaluate the safety information for each component before you produce ttre irlxture. consult an tnoustriar' HyliJnisi or *other trained person when you make your safety evaluation of the end product.' Remember, gases and liquids have properties i,rii"t ""ncause serious injury or death.
Further infomation aboul the handling_of.compressed gases can b€ found in the following pamphlets published by: compressed GasAssociation lnc. (CGA), 1725 Jefferson Davis Highway, suite 1004, Arlington, vA 2zzo2-4102i ierepnone: (703) 412-ofioo.
{(P-1
AV-1
PREPARED BY;
"Safe Handling of Compressed Gases r,l, Containers"
"Safe Handling and Storage of Compressed Gases,,
"Handbook of Compressed Gases"
CHEMICAL SAFETY ASSOCIATES, tnc.
PO Box 351 9, La Mesa, CA 91 944-3519
619/670-0609
Fax on Demand: t-800/231-1366
rhis Material salety oata sheet is offered pursuant to osHA's Hazard communication standard, 29 cFR. '1910.1200. other government regulations must bereviewed for applicability to this qas mixture. To the best of CALGAZ, LLC knowledge, the inlomation contained herein is reliable and accuEte as of this date:however,.accuracy,. suitability 6 completeness are not guaranteed and no waranties oI any type, either express or implied, are provided. The infomationcontained herein @lates only to this specific product. lf this gas mixture is combined with other maierials, att iomjoneni propetes must be considered. Datamay be changed ,rom time to time. Be sure to consult the latest edilion-
NON+LAMMABLE GAS MIXTURE MSDS .50018
PAGE 6 OF 6
EFFECTIVE DATE: APRTL 19,2005
AIR LIo'UIDE
((^SAFETY.KLEEN 1 05 SOLVENT REGYGLED
OTITeRAL SAFETY DATA SHEET FoR USA AND cANADA
salHq,llloe[.
SECTION 1: PRODUGT AND COMPANY |DENT|FICAT|ON
PRODUCT NAME:
SYNONYMS:
PRODUCT CODE:
PRODUCT USE:
SAFETY-KLEEN 105 SOLVENT RECYCLED
Parts washer solvent; Petroleum Distillates; petroleum Naphtha;
Naphtha, Solvent; Stoddard Solvent; Mineral Spirits.
6614, 6617, 1011662, 1014662
Cleaning and degreasing metal parts.
lf this product is used in combination with other products, refer to the
Material Safety Data Sheet for those products.
(t
SUPPLIER:Safety-Kleen Systems, lnc.
5400 Legacy Drive
Cluster ll, Building 3
Plano, Texas 75024
USA
1-800-669-5740
www.Safety-Kleen.com
TEGHNIGAL INFORMATIoN: 1-800-069-sr40 press 1 then Enter 7s00
MSDS FORM NUMBER: 82310
ORIGINAL ISSUE: April 8, 1976
ISSUE: April20,2004
SUPERSEDES: March 10, 2OO4
APPROVED BY: MSDS Task Force\ I JEPARED
BY: Product MSDS Coordinator
24.HOUR EMERGENCY PHONE NUMBERS
These numbers are for MEDICAL: TRANSPORTATTON (SptLL):
cy use only. lf
desire non-emergency 1-800-752-2869 1-900-469 -1760product information,
please call a phone
number listed below.
Revision 4/04; MSDS Form No. 82310 - page 1 of 12
l=
SAFETY-KLEEN 105 SOLVENT REGYCLED
ATERIAL SAFETY DATA SHEET FOR USA
SEGTION 2: COMPOSITION/INFORMATION ON TNGREDTENTS
WTO/O NAME SYNONYM
99-'100 Distillates (petroleum), N. Av.
hydrotreated light
osHA PEL.. ACGIH TLV@
CAS NO. TWA STEL TWA STEL
ppm ppm
64742-47-8 500"ppm N. Av. 100" N. Av.
2900"
mg/m3
LDA
5000"
mg/kg
2629
LCb
5500"
mg/m3/4h
34.2
gim318h
0-0.2. Tetrachloroethylene Perchtoroethylene; 127-18-4 100 ppm 2OO 25 100Tetrachloroethene (ceiling)
*osHA Final PEL value (enforceable). some states have adopted more stringent values.
N. Av. = Not Available 'Oral-Rat LD56 "Based on Stoddard Solvent* Even though the concentration range does blnhalation-Rat LC50
not fall under the ranges prescribed by
WHMIS, this is the actual range which
varies with each batch of the product.
SECTION 3: HAZARDS IDENT|F|CATION
-
EMERGENGY OVERVIEW
APPEARANCE
Liquid, clear and green, mild hydrocarbon odor.
WARNING!
PHYSICAL HAZARDS
Combustible liquid and vapor.
HEALTH HAZARDS
May be harmful if inhaled.
May irritate the respiratory tract (nose, throat, and rungs), eyes, and skin.
May be harmful if swallowed.
Contains material that may cause central nervous system and kidney damage.
Contains material which may cause birth defects.
Suspect cancer hazard. Contains material (less than 0.2% by weight) which may cause
cancer. Risk of cancer depends on duration and level of exposure.
ENVIRONMENTAL HAZARDS
Toxic to fish.t
Revision 4/04; MSDS Form No. 82310 - Page 2 of 12
SAFETY.KLEEN 105 SOLVENT RECYCLED
ATERIAL SAFETY DATA SHEET FOR USA AND CANADA
POTENTIAL HEALTH EFFECTS
INHALATION
(BREATHING):
EYES:
SKIN:
INGESTION
(SWALLOWTNG):
MEDICAL CONDITIONS
AGGRAVATED BY
High concentrations of vapor may be harmful if inhaled. High concentrations of
vapor or mist may irritate the respiratory tract (nose, throat, and lungs). High
concentrations of vapor or mist may cause nausea, vomiting, headaches,
dizziness, loss of coordination, numbness, and other central nervous system
effects. Massive acute overexposure may cause rapid central nervous system
depression, sudden collapse, coma, and/or death.
May cause irritation.
May cause irritation. Not likely to be absorbed in harmful amounts.
May be harmful if swallowed. May cause throat irritation, nausea, vomiting,r and diarrhea, Breathing product into the lungs during ingestion or vomiting
may cause lung injury and possible death.
lndividuals with pre-existing respiratory tract (nose, throat]and
lungs), central neryous system, kidney, eye, and/or skin disorders
may have increased susceptibility to the effects of exposure.EXPOSURE:
' Or*oNrG:
CANCER
INFORMATION:
INHALATION
(BREATHTNG):
POTENTIAL ENVIRONMENTAL EFFECTS
Product is toxic to fish. Also see SEcTloN 12: EcoLoGICAL lNFoRMATloN.
SECTION 4: FIRST AID MEASURES
Prolonged or repeated inhalation may cause toxic effects as noted under
INHALATION (BREATHING). Prolonged or repeated exposure may cause
central nervous system and kidney damage or have mutagenic effects.
Prolonged or repeated eye contact may cause inflammation of the membrane
lining the eyelids and covering the eyeball (conjunctivitis). Prolonged or
repeated skin contact may cause drying, cracking, redness, itching, and/or
swelling (dermatitis). contains material which may cause birth defects.
This product contains tetrachloroethylene which may cause cancer. Risk of
cancer depends on duration and level of exposure.. For more information,
see SECTION 11: GARCINOGENICITY.
Also see SECTION 15: CALIFORNIA.
Remove to fresh air. lf not breathing, give artificial respiraiion. lf breathing
is difficult, give oxygen. oxygen should only be administered by qualified
personnel. Someone should stay with victim. Get medical attention if
breathing difficulty persists.
Revision 4/04; MSDS Form No. 82310 - Page 3 of 12
SAFETY.KLEEN 105 SOLVENT RECYCLED
ATERIAL SAFETY DATA SHEET FOR USA AND CANADA
EYES:If irritation or redness from exposure to vapor develops, move away from
exposure into fresh air. Upon contact, immediately flush eyes with plenty
of lukewarm water, holding eyelids apart, for 15 minutes. Get medical
attention.
Remove affected clothing and shoes. Wash skin thoroughly with soap and
water. Get medical attention if irritation or pain develops or persists.
Do NOT induce vomiting. lmmediately get medical attention. Call 1-800-
752-7869 for additional information. lf spontaneous vomiting occurs, keep
head below hips to avoid breathing the product into the lungs. Never give
anything by mouth to an unconscious person.
Treat symptomatically and supportively. Treatment may vary with
condition of victim and specifics of incident. Call 1 -800-752-7869 for
additional information.
SKIN:
INGESTION
(SWALLOWTNG):
NOTE TO
PHYSICIANS:
FLAMMABLE LIMITS IN AIR:
AUTOIGNITION
TEMPERATURE:
HAZARDOUS COMBUSTION
PRODUGTS:
GONDITIONS OF
FLAMMABILITY:
EXTINGUISHING MEDIA:
105oF (40oC) Tag Closed Cup
LOWER: 0.7 VOL% UPPER: 5 VOL%(minimum) (maximum)
41OoF (210"C) (minimum)
Decomposition and combustion materials may be toxic.
Burning may produce carbon monoxide and unidentified
organic compounds.
Heat, sparks, or flame.
Carbon dioxide, regular foam, dry chemical, water spray, or
water fog.
SECTION 5: FIRE FIGHTING MEASURES
Revision 4/04; MSDS Form No 82310 - Page 4 of 12
(i
o
SAFETY.KLEEN 105 SOLVENT RECYCLED
TERIAL SAFETY DATA SHEET FOR USA AND CANADA
NFPA 704
HAZARD IDENTIFICATION :
FIRE FIGHTING
INSTRUCTIONS:
HEALTH HAZARD
SPECIFIC
HAzARD
(wHrTE)
This information is intended solely for the use by individuals
trained in this system.
(BLUE)
FIRE HAZARD
(RED)
REACTIVITY
(YELLOW)
FIRE AND EXPLOSION
]'o*"'
Keep storage containers cool with water spray. A positive-
pressure, self-contained breathing apparatus (SCBA)-and full-
body protective equipment are required for fire emergencies.
Vapor explosion hazard indoors, outdoors, or in sewers.
Vapors may travel to ignition source and flashback. Vapors
will spread along the ground and collect in low or confined
areas. Run-off to sewer may create a fire hazard. Heated
containers may rupture or be thrown into the air. ,,Empty,'
containers may retain residue and can be dangerous. product
is not sensitive to mechanical impact or static discharge.
SECTION 6: ACCIDENTAL RELEASE MEASURES
RemoveallignitionSourceS'Donottouchorwalkthroughspilledpio@
do it without risk. Wear protective equipment and provide engineering controls as specified in
SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTION. lsolate hazard area. Keep
unnecessary and unprotected personnel from entering. Ventilate area and avoid breathing vapor
or mist. A vapor suppressing foam may be used to reduce vapors. Contain spill away from
surface water and sewers. Contain spill as a liquid for possible recovery, or sorb with compatible
sorbent material and shovel with a clean, sparkproof tool into a sealable container for disposal.
Additionally, for large spills: Water spray may reduce vapor, but may not prevent ignition in
closed spaces. Dike far ahead of liquid spill for collection and later disposal.
There may be specific federal regulatory reporting requirements associated with spills, leaks, or
releases of this product. Also see SECTION 15: REGULATORY |NFORMATION.
Revision 4/04; MSDS Form No. 82310 - page E of 12
SAFETY-KLEEN 105 SOLVENT REGYCLED
TERIAL SAFETY DATA SHEET FOR USA AND CANADA
SECTION 7: HANDLING AND STORAGE
HANDLING:
SHIPPING AND
STORING:
Keep away from heat, sparks, or flame. Where flammable mixtures may be
present, equipment safe for such locations should be used. Use clean,
sparkproof tools and explosion-proof equipment. When transferring product,
metal containers, including trucks and tank cars, should be grounded and
bonded. Do not breathe vapor or mist. Use in a well ventilated area. Avoid
contact with eyes, skin, clothing, and shoes. Do not smoke while using this
product.
Keep container tightly closed when not in use and during transport. store
containers in a cool, dry place. Do not pressurize, cut, weld,btaze, solder,
drill, or grind containers. Keep containers away from heat, flame, sparks,
static electricity, or other sources of ignition. Empty product containers may
retain product residue and can be dangerous. See SECTION 14:
TRANSPORTATION INFoRMAT!oN for Packing Group information.
Provide general ventilation needed to maintain concentration of vapor or
mist below applicable exposure limits. Where adequate general ventilation
is unavailable, use process enclosures, local exhaust ventilation, or other
engineering controls to control airborne levels below applicable exposure
limits. where explosive mixtures may be present, equipment safe for such
locations should be used.
PERSONAL PROTECTIVE EQUIPMENT
SECTION 8: EXPOSURE CONTROLS/PERSONAL PROTECTTON
ENGINEERING
CONTROLS:
RESPIRATORY
PROTEGTION:
EYE
PROTEGTION:
Use NlosH-certified P- or R- series particulate filter and organic vapor
cartridges when concentration of vapor or mist exceeds applicable exposure
limits. Protection provided by air purifying respirators is limited. Do not use
N-rated respirators. selection and use of respiratory protective equipment
should be in accordance in the USA with OSHA General lndustry Standard
29 CFR 1910.134; or in Canada with CSA Standard 294.4.
where eye contact is likely, wear chemical goggles; contact lens use is not
recommended.
Revision 4/04; MSDS Form No. 82310 - Page 6 of tZ
SAFETY.KLEEN 105 SOLVENT RECYCLED
It TERIAL SAFETY DATA SHEET FOR USA AND CANADA
Where skin contact is likely, wear laminate (Ansell Edmont Barrier@, North
Silver Shield@, Safety 4 4h@) or equivalent protective gloves; use of natural
rubber (latex), polyvlnyl chloride (PVC) or equivalent gloves is not
recommended.
To avoid prolonged or repeated contact with product where spills and
splashes are likely, wear appropriate chemical-resistant faceshield, boots,
apron, coveralls, long sleeve shirts, or other protective clothing.
Use good personal hygiene. Wash thoroughly with soap and water after
handling product and before eating, drinking, or using tobacco products.
Clean affected clothing, shoes, and protective equipment before reuse.
Discard affected clothing, shoes, and/or protective equipment if they cannot
be thoroughly cleaned. Discard leather articles, such as shoes, saturated
with this product.
Where spills and splashes are likely, facilities storing or using this prSduct
should be equipped with an emergency eyewash and shower, both
equipped with clean water, in the immediate work area.
SKIN
PROTECTION:
PERSONAL
HYGIENE:
OTHER
PROTECTIVE
EQUIPMENT:
SEGTION 9: PHYSICAL AND CHEMICAL PROPERTTES
PHYSICAL STATE,
APPEARANCE, AND ODOR:
ODOR THRESHOLD:
MOLECULAR WEIGHT:
SPECIFIC GRAVITY:
DENSITY:
VAPOR DENSITY:
VAPOR PRESSURE:
BOILING POINT:
.EREEZING/M ELTING POINT:t
pH:
EVAPORATION RATE:
Liquid, clear and green, mild hydrocarbon odor.
30 ppm (based on Stoddard Solvent)
Not available.
0.77 to 0.80 at 60oF (15.6"C) (water = 1)
6.4 to 6.7 LB/US gal (770 to 800 g/t)
5 (air = 1) (approximately)
0.4 mm Hg at 68oF (20oC) (approximately)
1.0 mm Hg at 100oF (37"C) (approximately)
31 OoF (1 55oC) (initial)
-45oF (-43"C) (maximum)
Not applicable.
0.1 (butyl acetate = 1) (based on Stoddard Solvent)
MSDS Form No. 82310 - Page 7 of 12Revision 4/04;
SAFETY-KLEEN 105 SOLVENT REGYCLED
i,(,TERIAL SAFETY DATA SHEET FOR USA AND CANADA
SOLUBILITY IN WATER:
FLASH POINT:
FLAMMABLE LIMITS IN AIR:
AUTOIGNITION TEMPERATURE:
STABILITY:
INCOMPATIBILITY:
lnsoluble.
105oF (40"C) Tag Closed Cup
LOWER: 0.7 VOL% (minimum)
UPPER: 5 VOL% (maximum)
41OoF (210"C) (minimum)
SECTION 10: STABILITY AND REACTIVITY
Stable under normal temperatures and pressures. Avoid heat, sparks, or
flame.
Avoid acids, alkalies, oxidizing agents, reducing agents, reactive metals
or reactive halogens.
Polymerization is not known to occur under normal temperature and
pressures. Not reactive with water.
None under normal temperatures and pressures. See also SEGTION 5:
HAZARDOUS COMBUSTION PRODUCTS.
SEGTION 11: TOXICOLOGICAL INFORMATION
SENSITIZATION:
MUTAGENIGITY:
Based on best current information, there is no known human
sensitization associated with this product.
Tetrachl oroethylene has demonstrated hu man effects of mutagen icity.
Based on best current information, the other component listed in
SECTION 2 is not a mutagen.
i (' eh=o"nvrrY:
HAZARDOUS
DECOMPOSITION
PRODUGTS:
.O
Revision 4/04; MSDS Form No. 82310 - Page 8 of 12
SAFETY-KLEEN 105 SOLVENT RECYGLED
TERIAL SAFETY DATA SHEET FOR USA AND CANADA
CARCINOGENICITY: Tetrachloroethylene is categorized by IARC as probably carcinogenic
to humans (Group 2A). Tetrachloroethylene is listed by NTP as having
sufficient evidence of carcinogenicity in experimental animals, but is
not known or reasonably anticipated to be a human carcinogen
according to NTP. Tetrachloroethylene is categorized by ACGIH as a
confirmed animal carcinogen with unknown relevance to humans (A3).
REPRODUGTIVE
TOXICITY:
TERATOGENICITY:
Also see SECTION 3: CANCER INFORMATION and SECTION 15:
CALIFORNIA.
Based on best current information, there is no known reproductive
toxicity associated with this product.
Also see SECTION 15: CALIFORNIA.
Tetrachloroethylene has demonstrated animal effects of teratogenicity.
Based on best current information, the other component listed in
SECTION 2 is not a teratogen.
Based on best current information, there are no known toxicologically
synergistic products associated with this product.
r(lto*,"oLoctcALLY
SYNERGIST!C
PRODUCT(S):
SECTION 12: EGOLOGICAL INFORMATION
EGOTOXICITY:2.9 mg/L 96 hour LCso Rainbow trout, Donaldson trout
(Oncorhynchus mykiss) (based on Petroleum distillates,
hydrotreated light).
Gomponent Analysis - Ecotoxicity - Aquatic Toxicity
Perchloroethylene (127-15-4)
Test & Species
96 Hr LC50 rainbow trout
96 Hr LC50 fathead minnow
96 Hr LC50 bluegill
Not available.
Conditions
5.28 mg/L Static
13.4 mglL flow-through
12.9 mglL Static
OCTANOLMATER
PARTITION COEFFICIENTT
OLATILE ORGANIC
OMPOUNDS:
100 WT%; 6,4 to 6.7 LB/US gal 770 to 800 g/l
As per 40 CFR Part 51.100(s).
Revision 4/04; MSDS Form No. 82310 - Paoe I of 12
SAFETY.KLEEN 105 SOLVENT RECYCLED
(,r TERIAL SAFETY DATA SHEET FOR USA AND CANADA
SECTION 13: DISPOSAL CONSIDERATIONS
SECTION 14: TRANSPORT INFORMATION
DISPOSAL:
USEPA WASTE
GoDE(S):
DOT:
"See 49 CFR 173.150(0(1-4)
TDG:
*See TDGR 1.33
EMERGENGY RESPONSE
GUIDE NUMBER:
Dispose in accordance with federal, state, provincial, and local regulations.
Regulations may also apply to empty containers. The responsibility for
proper waste disposal lies with the owner of the waste. Contact Safety-
Kleen regarding proper recycling or disposal.
D001, D019, D039 and D040
Based on available data, this information applies to the product as supplied
to the user. Processing, use, or contamination by the user may change the
waste code applicable to the disposal of this product.
Bulk Packages (>119 Gallons):
Shipping Name: Combustible liquid, n,o.s. (petroleum naphtha) UN/NA
#: NA1993. Hazard Glass: Combustible liquid. packing Group: lil
Required Placards: Class 3, NA1993
Non-bulk Packages (<120 Gallons) (shipments via vessel and
aircraft must use bulk package shipping description):
Shipping Name: Cleaning compounds (petroleum naphtha) (Not US
DOT regulated). UN/NA #: None. Hazard Class: None packing
Group: None Required Label(s): None
Large Means of Containment:
Shipping Name: PETROLEUM DtSTtLLATES, N.O.S. (petroteum
naphtha).UN/NA #: UN1268 Hazard Glass: 3 packing Group: lil
Required Placards: Class 3, UN1268
Small Means of Containment (shipments via aircraft must use large
means of containment shipping description) :
Shipping Name: CLEANING COMPOUNDS (petroteum naphtha) (Not
TDG regulated).UN/NA #: None Hazard Class: None packing Group:
None Required Label(s): None
(o
128
Reference North American Emergency Response Guidebook
SECTION 15: REGULATORY INFORMATTON
USA REGULATIONS
SARA SECTIONS Based on the ingredients listed in SECTTON 2, this product does not
Revision 4/04; MSDS Form No.82310 - page 10 o,( 12
SAFETY-KLEEN 105 SOLVENT RECYGLED
((TERIAL SAFETY DATA SHEET FOR USA AND CANADA
contain any "extremely hazardous substances" listed pursuant to Tiile lll
of the superfund Amendments and Reauthorization Act of 1g86 (SARA)
Section 302 or section 304 as identified in 40 cFR Part 355, Appendix A
and B.
This product poses the following health hazards as defined in 40 cFR
Part 370 and is subject to the requirements of sections 311 and 312 ot
Title lll of the superfund Amendments and Reauthorization Act of 19g6
(sARA):
lmmediate (Acute) Health Hazard
Delayed (Chronic) Health Hazard
Fire Hazard
302 AND 304:
SARA SECTIONS
311 AND 312:
('( ob=*..o'
SARA SEGTION This product does contain a "toxic" chemical subject to the requirements313: of section 313 of Title lll of the Superfund Amendments and
Reauthorization Act of 1986 (SARA) and 40 CFR part 372.
Material CAS
Perchloroethylene 127-18-4
Based on the ingredients listed in sECTloN 2, this product contains the
following "hazardous substance" listed under the comprehensive
Environmental Response, compensation and Liabirity Act of 19g0
(CERCLA) in 40 cFR Part 302, Table 302.4 with the following reportable
quantities (Ra):
Material CAS
Perchloroethylene 127-18-4
RQ
100 lb (a5.4 kg)
TSGA:All the components of this product are risted on, or are automatically
included as "naturally occurring chemical substances', on, or are
exempted from the requirement to be listed on, the TSCA lnventory.
This product may contain a detectable amount of benzene cAS 71 -4s-2,
p-dichlorobenzene cAS 106-46-7, methylene chroride cAS Ts-og-2,
perchloroethylene cAS 127-18-2 and trichloroethylene cAS 79-01-6.
WARNING: These chemicals are known to the State of california to
cause cancer.
This product may contain a detectable amount of benzene cAS 71 -43-2
and toluene cAS 108-88-3. WARNING: These chemicals are known to
the State of California to cause birth defects or other reproductive harm.
GALIFORNIA:
G*oo,AN REGULAT.NS
This product has been classified in accordance with the hazard criteria of the Controlled
Products Regulations (CPR) and the MSDS contains all information required by the CpR.WHMIS: Class 83 - Combustible Liquid
Revision 4/04; MSDS Form No. B2g1O - page 11 of 12
SAFETY.KLEEN 105 SOLVENT REEYGLED
MATERIAL SAFETY DATA SHEET FOR USA AND CANADA
GANADIAN
ENVIRONMENTAL
PROTECTION
ACr (GEPA):
Class DzB - lrritating to eyes and skin.
Class DzA - Contains component that may cause cancer.
All the components of this product are listed on, or are automatically
included as "substance occurring in nature" on, or are exempted from the
requirements to be listed on, the Canadian Domestic Substances List
(DSL).
,a
SECTION 16. OTHER INFORMATION
REVISION INFORMATION:This MSDS has been revised in the following sections:
Section 14: Change in transportation
LABEL/OTHER INFORMATION: This product is United States Department of Agrilulture
(USDA) approved, ETL classified and Factory Mutual (FM)
approved.
User assumes all risks incident to the use of this (these) product(s). To the best of our knowledge, the information contained herein is accurate
However, Safety-Kleen assumes no liability whatsoever for the accuracy or completeness of the information contained herein. No
reoresentations or warranties, either express or implied. or merchantabilitv. fitness for a oarticular ourpose or of anv other nature are made
hereunderwithrespecttoinformationortheoroducttowhichinformationrefers. Thedatacontainedonthissheetapplvtotheproduct(s) as
supplied to the user.
@zooq Printed in the usA.
Revision 4/04; MSDS Form No. 823'10 - Page 12 of 12
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_ltpsoqo_ not uqqr4ng Fror€qtJ.vr eguJ'pRBntUateritill. ghorrj.di hc GaEEfulIy craept bntothoEoughly ulasll@(t to removE-any iEEl.dtua16r.spo8l"ng of HaEh proper]-y-
Larg
ehould bB €fieLuded fron rtrea of spLLL.aFer- Arte of splal *houId thcn Etc-ont4iflLtlatlon, sapturlng Haah, t]tdl
r spillFerlood cnvifEnluanta.l mRnil,gefieilt Fractlces, prcvrnt run-off to lcwErs, Etre8lllt&'nd othcr bodigs of $ater. -Etop shi.t1 tt t}Ie-Eouroi. Cover E6HEr Cf6.tes and41he tha tFj.ll, Absorn ilpilledl-maLoifef on ro ausorDentE, EnovEl fteteriB,IEintp contar-rer. Close cphtrlnsr tiEhtly and 6t,tpoot of properlf.
7.HANBTING AHD $IORAGE
IIandIinoCont-Elhere of thls mr.trEIAI thrry br haEeraou5 urh$n {mDtied. SLnca emptloGleontcln€rs rata,lfl produot rccLdueu (vaFor, tiqiild, iira/or rcrra], all haqardFreesutloti given 1n th€ data gneet-mult Ea ofservoCl -flirntn$-'- Euddcnreleqec of, hot aFqanr.c cnemieal vano-ii-or-mriEs rrorn-er6dl-ria Equrpnrntg-E9latrnC at elovat,ed temperlture hna trrrraure. or su&den 1ngrG.ra"ot al.r xnro
YacYtiT sqlulPnsrt, [HIt_re_ru[t_.tn isntEr.blir tattn6ut tni-iies-n6e oi ofulbunlsDrtton lourcctr Publi.shgdl trautelsniEiiin" or -isnttfoir- iimpiriEuiii' viiuesce.hhtrt tso treitrdl tE sare oprratin{-EEniara[ures"fn-EtrhlnrEir'pioErlm* rri[noutrnalye*r af rhq
"E3fittn6E;.Ef,"nfifltdr{i-oirr.-
-rni-uffi o-f-€h-ra-pilEI;i-fi erivrrea
A3-@9-?:AEE 15:55 FIH|(S 43S7B9ESaE PTiGEE
o
JLL
A3-A?-"AAE 17:18 FINI{E 4J5789tr5E8.rlJ/ tsJr/)'tt,grs 15: In ,5E.5Bg Ig /SH
Ashlanfl
TRIETHYLEf,IE GLYCOL
HHITY UIL
MATERIAL SAFETY BATA SHEET
FFIGET
IJA{fi
PEqe 005ir*i.E pieparecl ! o3/.Qq/.g?
f,&tE PrinLEdi a6lz,UqJ
frEils H;;--sss - ooolsss-oog. ool
P*rcent vslstl.I-es
No 6eea
voletile Organi-c conrpounds (voc)
:. BB$.OOQ E/Ig. B60 rns/g*,rr
EvaBaraticn R*te- c .o1 (N-EUTYL BeE[AtE )
AErleaf *ntr5
CITHIE COtJtrRLEEs LIQUID
Stete
LrIBurD
FhvsIee]- Farm' nouoaEilEouE sor.urroll
CoIorSLEAE, ITFHA COL6R E5 I{A$
Odor
ODORLEEE
PII l{ot aPPIl'c{Jo}e
Freezinq PoInt?3.d'r (-s.o c)
rdsl.ecultr t'tc igtrt150-2
Bolubi].itrr in trator
COIIPLE{TIE
EuIh DencltvI"Z5o iUE/st:
rO. STABILITY ANTI REACTIVITY
tlezardous Fo1vacrirati onProduct trrLlL not uncr€rso rraE6.sdtous polyluorlEartDn -
Eazaudoua DgtronDot I tionl{ay fortll rcitaloenyder {t]-coholB, eLdehydeE, cErbon cll-oxicLe and carbonmonoxlder dLoxolrncc, qthylcnc Elycol urohomcthyl 6ther, formB.ld€hyde-
Cbrnicel Stebilitygtg-b1e,
IncornpattbilttyA?cffl contac?. Elth: rcroflE adj.ds, stroflgr bas6s, Btrtrn* a*l.AtEl'nE &g€ntEr
Eontinued qn nrlt ptgc
.aa-la(J-2tr,tt?q{E.E4 EtLtFF AAETDoBEaAUJ UJ LSUJ fJTJq TJLIIRE IJ.JIG]UL,EU PR6E3
Ef,-85-E8tr5 17:18 FII'IKS 4=57E5E5EE
O Ashrand
TRIETHYLENE fiLYCOL
q-tHI UJL
HATERIAL SAFET? DATA SHEET
rrrqa $0'/i:*#,e Fiepared E 67/,96-/-QeIlEte Frinted: x*izi i n-
iiEns ltor 999.0003E5?-oo5 . oal-
FF6EE
l-F*r.?H gr)
ss,R* 3tg Cailponents - *0 6fE 371.68
t{one
6slIA Frotrett $afety llartagematt 29 cfn IEIO
l{ofic IJ.Eted
EPA Accif,entel RcLtcEB Prtvention i[0 Cf'R 68
lIoflE lLEtad
Inttlf,rietional ReeuletionsInviRtory Btetue
Strtr aild Lorrl RcaulutioncCalifsrnll Pr6poeltion 65The fel'lot 1n$ Et{tttlltEtit j.s mEEe l.n srder toDflnklnEl l{atcr e.nfl TQttlc EnforcEmrnt Att of,fo1l.owlilg tub8tBntrB(B) ltnourl to tho $tste of
1,4S-DIONA!|E
Frnnsylvenle BrK Label rnforrration
HtFtAHoL? 2, 2' -" L t*,-EEI{r$eDltff,FI'S (OxE) BI
STHAIIOIJ' 2,?' -oX,YBtB-
I6. OTHER IiIFORiIATTBN
thc LhfprBat*pn accunulatca here1n lE b€IIBvrq to be acdurute but' ls flotHarranted te hg t0h&ther orlgj.nfl.tLng uith th6 comPqny or nqt. Ec6lPl6ntE areaovlilrd to eonfi.rm Ln &dvanit of need that the lDfcEmfltJ.on l"s ourrrllt'4Pplltrib1c' Ertd auj.ta.ble tp t,tel.r e,.rcuEstaDd€gr
ia) una tntent,Lonal l-ngrediantE 6f thls Product ar€ ].l.sted'
fhe intentJ.6iial lngrtafents of lhi.q Froduct erg. Llegeg, _- - -intenEr.otial rnErEdiEntb 6i-rfrrr proairct a'rg Ll"eted.Cne'-fntin[rEii6i. inEref,ients of- Lhlc pros]"! Brf . !-t.)
-if,;"ifrrinfrEii&i-Lngl-efirents--oi thl.a pres]eg ert J,LBted.
rrre *nEEn{l."naj'rnsF6aleflte or thte prbaucts f,re [{gtea-r,e *nEEiii.onar rnEi:EilEfrtii-Er-itrii-prBau* aqe ttstea-rnteii[lodar rnsrl-{lenia or-t,hlq prodEct are ltsted'
irre-i"ntcn[ionar -;ifiA;;elAnts og -ttri.a- product are listed''
rlIE$)" trhs lrrttilitlciar 5"ngr@dlentB ef- thiE pHdduct Are 1p4,6dgct gse J.13t*fl
tha callfornia safeproduce eontal"fl.B the
. to sauB€ 6ahcer.
comply with1986r trhtt :' grl,Lforflie
11,3-2?-5r11-46-6
83"89-eEE5 15;56 FII.IKS 4357E9ESEB
Last FagE
PHGE4
o
E3-EB-EEEE 17:19 PFIGES
i,iar'e'rr. i F.L :.EF E i Y rrA i.A 5HE ET
J[rifl.J-dlll|J
?T.:IT!.:YI EHE GKYCOL
ne}^ nienftrsd; 03/06/0?
lupsy a+u - ue++JJt !"''l-" !.v*
$. FIT{E FIG}TTI}I{T ?i.. F'TfrF^
Fl.ash Feintjst.c F (rnq.r e) Toc
Erploaive Limit- (for lerodu#t.) Lower "9 UE:per F"e t
Autoian i t i on Tcgttraratur+6fit,o F (141,2 c)
HasardouE ProduetH 6f Comhuationkiy formi - il-ionofsi s,laeliyilel, carbon dtonlfle and ssrbon mono*lde"
Slre nrrd E*pI6siqn SlaterdsNever uE5 UeldinE pr ouetrng tErtrll on qr near druffi (cven enpty) beeeusB Product(even JuBt. restdu6) c&n tgnl-86 EltPloalve]-y.
E*tinguiEhlnE lredianlcohol fd-arn, [r&tser fog, cerbon droxldle. dry cnemloal'
D.ire Fiqhtlns Instructione- ---{,rr.t-c?--of-"foam rnaiEiu-ac fFotnrng which trah bc violent *nd Foaslptry tnaanger the
Il.fe or Ure ftre?ighter. tl&.ter-tr14'y be uBed to Eeep fLFE-oxPoECCl contaj.ner$
EEoI ,rur[r-sJ.rt-l.E-oni;- t.liii-a Eeir:ionEirnsa nrchttriirg apFtr*tua ulth e fu]]
f,aeeFies€ opereted in tllr posirivB prcctura detnard mode Htth aPproPrlatti[;;:our-ecEi-EEd -cfrCmieii'iesiertni-piiaonfr protartive egulFirtnt-. frefer ?c
-.
ths I,eruonal proteetiv€ equLpmert *ectlon of thLc lIstrg-
t NEP. RrtrnsEaalth ; I, F1enllflbl].lty - I, Reactivity - O
6. AGGIDENTAL RELEASE TEASURES
$mal.I SpillFerdona not rrf,rl.ilg F5ottqtlve equtpneut Ehou1d he cnE]"uqed frotn qI€+ of 6F11L.faterj.al Ehould, be'cB.reful1y swerit &nto FilFttr. Ares, of spl-ll €hcu14 tncn EEthorouBh].y ffaEhEcl tH rcilov€-any -reeLdua].'o-ontnmX.nation, bapturl.ng wash, enddtslrooln$ (5f LreBlr proFtr1y.
Largc Spill.PeE'gooil snvl.fonmenta]. mH.naEl€l[Gnt practl-cesr pfevErlt run-of,f to sehrefs, Strealtr8sllcl stEer DodlLca of Eauetr. -G'top e-pt].t Et ghe-aouroe, Covtr fll3rrrFr Ertted aJrdlfli.kc thc rFl11 . All.eorh fiEl11td-materj.a]" 0n ts qbgorhentg. ghovEl materi,aLsLnto contrlnrr. Close ccitelner ti$ht}y and di+po#F of, Froprrly.
,I . HANDLIHB A}ID $TORAGE
Handlingcontaltttrr of thJ.g mntcrl.el mey b,e hasardous glhsn smtrtlEd. sLnce enptiedcontaLtrerE retilLn prodluet resl,Burg (vcFerr tJ,quld, aha/or solid) r Er.r. haEardprrdauti.sns EIlv3fl ln the drEt+ Bhect mult. Dr oEsnrvad- w4rntllE- guddonrel3*5o ef hot orgallLtr ehcruiea]' ulpc}re er mt3tf, frcn precese i]qultrrmentopeH'tlng at crevated trmpErature &nd prceCu-ie, or EuiEan r.ngrdss-or arr intoy+trplr[l cqul.pm€ntr n8I7_ruEu].t,_l.tl lgnLtj.pns filthout the preeencs of ol)vlouaignitlon louftroE- 8ubJ,trehed nautolgrl.lrion" or rrj.Enltlontr telnpcrature valueseEflDot l5r trclt€{l BE 84fG oPeratinq tqmp@rrteure,e-tI} EtrCmfeat- proceEtc! sj.tlrouEan4tysi6 sf rh" "E3HttnE53*Bf,"nEitailgr3il'. Anv use or r,nr' pteau* ln elsvered
A3-E,9-aAE.5 15:57 FINKS 43S?E9BSEE PHGE5
i{
E3-49-etr85 17:19 FINKS 4357SSE5EE.u*r s-rtouoJ ril. rJE. su*GliJ, Eil JEI ( TCtslY U.tL
PHGE1E
I-F}IHE,gti
a ftATHNIAL SfrFETY OATA SHEET
Eshrann figgE $Pg"*rsd: ottog,/oz
Date prthtedr 66-/2't/o3
TRIETH'LET{E cLyGoL ld$DE Nor E3e'0003s53-605'0or
Percpnt volatilegNo dE"tfi.
Vel"ati16 Brgefii.c tromp*nnda (VOC)5 ssg " 0d-0 q,/19-:60 lbs/eerl
Evaporatj t$-Sr?tf AeErarE )
Appaatance
CLEAR 4OLORLEBS LIQUID
StateLIQUID
Fhyeical Form
II6HO€EI{EOU8 EOLUEtrOil
ColorcLEnR, IPIiA COLOR 25 I{AX
0dor
OEOHLESS
pH ilot apFalcsblE
, O Frrrzrtnos"r?jflt
"rD[o].tsrrler gloiqht
I50-2
$olubillty in Waterconpr.Eta
BuIh Dengitvr..eso lbE/r.r3
O
IO. STABITITY AIIID REACTIVITY
Hazardous Polymeri zatiqnPrsduot ytl'I. not. undErgo hfrEer6ou8 poLymerl"E8,rLon-
Hazardour Dlcompseltl onllY-{9flu, -lcEtgraehYder- alconoLs, aldenyaes, carbon dioruBi *$d csrbonmonottlEt, dlioxotah{a, eLhyt rni gricoi -rnoirouritrrii- EtiieFl - r6iila{E6hl&; ---
Chon{cel_ $trblIItygtilble.
Inccmprt ihi tityntcl6 contaet sith: Etrong {tr1d8, tirong ba8ee, Etrorg o3Litl.af,ng BgEntss.
Gont I nued on nar(t prgo
A3-a9-?A@5 15:58 FINKS 4357EsEsaE PA6E6
tr3-A5-eEE5 17:19 FINI{S 4=57SEE5EE
,,.i.j, rTrI'l€url, I J, UB JUJOU, E, I ije
Ashland
TEIETHYLENE GLYCOL
I'lqT{Y IJJL
I,I,'ITTRIAL SAFETY OAIA EHEET
PHGE1 1rHL!f-EI I
i:Ii,E Fi"per:ed: 03/.06/,02
trJI.Lf r
lfiitijb nu: ::=Y . uuuJlllJJ !-,uil . ue+
IntqrnationalIIi.ventor
$AEA 313 Comportertt= +fl frF'l? i?? Eq
None
OEII,* tsr*rec*e $afety l{anagremunt 39 6FR 1910
Nbne ]l€t@d
EPA Aesidentel Release Pr*ucntion 40 Crn 68
Hone Xl-st€E
Roaulet i onsSf,atus
TIIGS
T}Et
EqLEIH
I$CEC
(
Btf,t. rnd Local RoqulaticngCrlllornia nr6po*ition 65fhe followlnC otattmant 16 made in order toppl.ntclng l{ater ana 8trn16 Btforceilen! AsL of
fo].,].aftritrg $ubstanc8(e) hne\'rn to the statse of,
1r4-DIOXANE
perrnpylvani* RTB Labcl rnforqatior!
E[SB[{OL , ? , 2 r -F 1 , 2*EfHAfrEDI YITBIE (o}ry.} 'tsr
EEEAI{OL, 3I ? I.OXYBIA.
comPIY t{Lth thE Cal.lfornia $afe
feBE:- [hJ.8 Product-6onta1fiE theealifornl* Co ca.uae cantrer-
11e-??-6trl*46*6
I6. OTHER INFSRIIATIOH
tnB rnformatlon accuiltlr1atqd nqr01n *0 Ecll.evecl to bB rccuratt but l.E n6tEtrrilIEEC ttr Er flhctner origuatlng Hith the coffirany or not. R6eiPl"ents a,re
eAvi.eed to eonflrm In qdva$Et of aEta thaE thg rnfoln*t!.o$ lE eurrertt,atrpliesbl€r ilnd EultrDtra to thstf cireutnstalrfi*a.
g3-@9-?AE5 t5:58 FINKS 43s78s4528
Lttt page
PAGE?
f this procluct rr9of th.lE product. erolErta of- thLc Frodu
o
fne
E3-Aa-eegE 1T:15 FItlt{5 4f,57E9tr5EE
ullrFr I LrlL
FFGElE
o
I'tl-a.nd
f{*TERIfiL $ATETY OATA $HEET
nHli Hii*slE?;.EE{E?1H3, ".,
TRIETHYLEiIE GLYCOL
i r. roxtctlLoclcAl INFERHATIoH
No d,stB
12. EGOLOGICIL INFORftIATXtrN
ilo flata
13. DISFOSAL CON$IOERATIOH
*u"$of**lt!f&".E[ -l'tl,:fe11$*f-E man+se,nsr!-r6gti.;rit;t3i'E3,$lf;fl"t}ar'*"ociins
ffi& $E;EE eliEa;*iiia-uEE[on, o"gt'tf;E-t34]?B a.Eiii*iEnmentd.L s€rvlca'a group at 8uu"b5 I- tsir'
I4" TRANSPT}RT TNFORIiATIOH
DtIr Infornrtio+ :.+9 CFB l7?'101** nB$3*1t#Ho'*'fi"i* D'o'r '
con t' n i n t r dHr#l"ufrr* PACHA.E
rog tompsnnnt;
None
R.o (Eeaorteble Ouantity) - tg cFR' 172'101'Npfl ePPlteebl-G
othrrntren-fg*F"t#trr'J"I#fffif f[$.,*r" wrth qha oohrarncr e.nd mode or shlpment'
\#'
15. REOULATORY INFDRiNAT IEN
uE FG+EEflrr*3ftl*EiBIE.'eGB. control Aet) $tntus
escl turirsD Ef*rsel rh' intentLona' tni#iJtitt or tnla Produet *r' llgtca'
LATCIRY INFDRTTIATION
CnBcLtr Hg - 40 CFR 308.0(a)
llone ltEted
8xm, t02 Cornpansntg - *0 EFn 355 ApP:ndit e
l{ont
Eection 3lf,/3]e Haaard. Qlase - .4-0 CltE 3?0 ' 2 .*--iil;;hrEEEt -l-- oJrlleat l--Ere( -l- -*iacttve( )praeeurl( )
Contlnurd on flext page
suo*n$ Relctt6 Ef
A3-89-?aA5 15:59 FINKS 43S?E9ESeE FAGEB
l+,,
17: EE Frt'lKE 4=57E-IJA5?E P,-IGE1f,
..*i - --.r.n!ritrfr ! n,:*/Ub,/ l)Z
t 3,i {, 'ti:
r*Hgete:Fft5rr.?-triiis neh€ri.er- (qr lts camponentE);;";tli'iiiii*i-i'"-otfe,':uo {n Lg'boratory aniHa.Ira
ifiLra, revgr$ab]c hl"dtney llfrects]'
ile:r= l-srffilsntf, I f nf, 6fioat i on*---iilfti-mie-Jrl,ai tor a trq$Fon*nq) h&s been dhohrn
Itnoraterv inrmai ttuflt-ee' I{erm !o the fetue
tnAi- neirn- uhb pregn&nE Enl-ma} ' trht relevangG
uncgrtsatn.
hAE b6€t1 SLttjHeraees *'l
mild, rovergl.p].a lavef
te cau$e h8,trfrI td the f€tuB In
o.""Fii on.ly l.t efipogutrE l6vel-'e
of, theEe f-Indtnss t€ nunums rs
;i l.-:::i:i
Bff,ect.5
CBrEET Informatlon
trherQ lE IIo lfifor a.val.l.f,Hl€ - Thc chence 6f thts ltf,Le"rlfltrhere lE IIo lfrfofme.t,*on &val.l.f,HI€ - Tnc cnir'
iii-unrnown. -fnre mil,tcrl-f,I *8 not rls.tgq-qP i-caic*nogcn bY -Lhe
toxicoloEy Ftrogram,f,Eoircv-ior EeseaFeii-on Eincei, Lhe HaLtonel td
iiEEii"irtroiai-geretv ano Health Adlillil.strtttron'oEcup*ttontl cfy
Other IncfiLth Sffests
N6 detA
Primary Eoute(e) of EntrY
Inh&leUton, gEin AbtorPtJ.On, Slr,in qQntltrt, EYe qont'Act, Ing6stlcln'
cs.u,giflEr eanccr
InE@fnaElanfirtrr the
4.FIRST AID IIIEASURES
If sympEomg dovcloPr IIlc,VG Ln(tivadutl Sry+y fron-slr{PoEur. and into frGsh alr'
iiuiil,"'EiEii-EEtiiv iritri urtsr r,,,trrl[-6orciri,o -eiA1l{'i. tiift: If svmptons Pcr&lEt
oF--itreiE-is-anlt ttsurl drff ltrulty, rse[, mectlea'I att€DElolt'
$hin Romsvc conta61in6Led Elottring- ldagb cxposert ar€+ Hitlt 898.P elrd Hat$f . If
iliiiipioms-;;#;$E;-seE[-rnaarErr i[EenLion. f,,aurdsr dlothing boforc reu!6'
SwaLlowinEEJ,lf irEalca]. arttr6uilsfl' ff indiwl-dlual is drowsy or untronaolou-s. do not
E6wr.h{nr r,tr rnnrrrh! E'tarre {fi,t.trriau:ri-En Eiio rert"cldle wltn th6 head down
glvq
f,f;Fin'iilE-ffi-r;Iifri-iiH8" ii+iilidnsl;" Ene-ieii'cr.oe-rir.tii-Eni niaa dam.-
ConEEct * pr'y*tciinl-mEarEar-ficility. or 1ro:.sor Gontrol centeE-for advlgp
EEiiriE-,inEdtri*i;-filiufie-nfimitiiigl--Il'poEsiaie, ao nos treeve thdavldua]coirtact-a prry*tcLan; ttcdt-ca]. fael.
EDout unethoi ttr l.nduca vomiting.
unattEndedt.
rnh*LationXf EyrurtoEls f,evgl6pl ltlowe lndtviAurl avay
aynptom$ pcrELat, icct meditrrl attBntlen.' from em0Eura and into frq8h ilir'Ir trrrltninE la diffi.eult'-quidtl r6nt l.frmraiste lltadieal
If
*ott
"**o"rt}#t'
*,il#oln"rFyreEol€) t3 En eff*cLrve enraqtrnist af aloohara;;;4il;;iaiE,"'in6';;-;EEi;-inai-uE-u;;i #-rn Critt6ote_in the treatnent of;tiiiii;6-drviol., 'arEEnirin6 diiciir iiil -mlEtranol Foasor.rrns' Inq96!lP!-or.oqhrrsrgnlfteaht BEpoEurs to this na,t*riBl (or * eomponent) Iltay sluEt ilBtaDo.t]tr
ecl.dogls -
aynFtoin$ Fcrst! .! -rcct ryediqll a!-!glt{gl'e&ninrstet o*ygei. I{ccp perstrn warlr andlEtptttl-on.
Cailtinuad on naxt plge
A3-A9-P:AAS 15:59 FINKS 435789ts58E trffGE9
a=-A3-?gafr L1:E@ FrNKS 4357E,g'E,5.?A
' s+r gr ;ir atlrlu r J: arl JEt.Jts E / E! f BH tf,ICF1Y U1L
PAGE14
F{II€E LE
,6hIgrrd
ifrIHITiYLENE 6TYCOL
fiATERIAL 54FETY bATA
Fage. Eate
Pate
iiEFE
SHE E?
oo6
Er€FEred ! e7loEl6zFrl4rBdr AEl2l/03flo! fl98.do03553_005.0o1
It.TTI.(ICELfT6IGAL
l{o 6.Or
IHFflEHATIOH
T3. ECOIOGICAI IT{FIXNHATIOil
I{q dflt6,
1S. DISPOSAL CTINSIDERAiIOI'
"""'5*"fl**Efifliffif--{,Jtffiffift,;rrrg;$:E}nu*E:Erx=r,*Eisn.Bs#in#r,?tusr6evc31rs
l4-
DOT
TRAhISP0RT Ir'tFORirATrOil
tB6f, '.EF'l{Ffui, 38. cr* }78 . ror
$o$rngeufAceb"dy p. o, r,conta i I_rr/Dtode :55 GAL DEUI,./,TRUCX PACKIEE
t{os _CorlFsrran t rflcnG
e*Sf'#EigtrQuaatitv) - +e sFR r?c.r0r
o*n'Er.*t?f -f,l'"EF&"t"?*rtJlfi,lm.*frrpr,.,rwrrhrh*
contalner f.nd mode of shil]ment.
t5.
us
REBUTATORY IilFORTATIOIT
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OXY RMAT Contact List
Vicki Hollub-Project Manager
Derek Johnson-Field Manager
Heidi Reed-HES Advisor
Les Litzinger-Drilling Lead
Grand Junction. Colorado
St. Mary's Hospital
Community Hospital
2635 N. 7th Street 970-244-2273
2021 N. 12th Street 970-242-0920
Mobile Home
Paul White-Operations Manager 970-683-5422 910-985-0411 910-242-0425
Mark Coalmer-Facilities Project Manager 970-683-5401 970-985-0190 970-245-0594
Mark Elliott-Operations Engineer 970-683-5420 970-985-0354 970-858-2085
Doug Mulkey-Drilling Specialist 970-683-5423 910-985-0417
Lane Bodey-Well Operator 970-683-5400 970-985-0424 970-858-2367
Chris Clark-Facility Operator 970-683-5400 970-985-0610 970-858-9810
Contractors
EarlHovak-ColoradoProfessionalSecurity 910-243-6515 970-270-3775
Cordilleran Compliance Services 970-263-7800 970-270-75I7
JCExcavation-24hourContractorassistance9T0-285-7567 970-21,6-9129
Ambulance lLife flights
Grand Junction/DeBeque/St. Mary's Air Life
Hospitals / Medical Services
Rifle. Colorado
Grand River Medical Center 501 Airport Road 970-625-1510
911
Poison Control
Poison Control Hotline Garfield & Mesa County, CO 800-332-3073
Law Enforcement
Police Debeque, CO (Town Marshall) 910-283'5146
friff Garfield County, CO 911 or 97}-945-0453
Mesa County, CO 9ll or 970-242-6707
f,Xl"Jee
Emergency Response, Fire Prevention PIan and Public Safety Response
Appendix A
Office
713-21s-7332 7t3-885-6347
970-683-5406 970-986-5690 970-285-9346
970-683-5400 970-985-0708 970-255-1075
970-683-5409 910-985-0427 970-245-6117
OXY RMAT Emergency Response Plan Page 3O of 42
J" Police/Hwy Patrol
Debeque, CO
Parachute, CO
Rifle, CO
Garfield County LEPC
Mesa County
Mesa County LEPC
Utility Notification Center of Colorado
Grand Junction
Rifle
Utilities
(8OO) 922-1987
JetlHelicopter Services
Heliport Drilling, Inc.
DBS Helicopters
Hillcrest Helicopter Services Unlimited
970-248-7277
970-283-8632
970-285-1711
970-625-2712
303-293-t788
800-424-8802
970-244-304r
800-424-9300
303-692-3033
877-5 I 8-5608
303-894-2100
970-858-7606
303-860-1435
800-888-0170
970-242-7283
(970) 379-4202
(970) 244-1763
244-t763
Colorado
Fire Departments
911 Admin. Phone:
911 Admin. Phone:
9tl Admin. Phone:
Regulatory Agencies
Glenwood Springs Jim Sears
Grand Junction Kim Parker
Grand Junction Horace Sessions (910)
9tt
EP A Z4-Hour Spill Notification Number
Department of Transportation National Response Center
BLM - Grand Junction Office
CHEMTREC
State of Colorado
Colorado Department of Public Health and Environment (CDPHE)
CDPHE Z4-Horr Spill Hotline
Colorado Oil & Gas Conservation Commission (COGCC)
James Adkins, COGC - NW Colorado Area Engineer
Ooaa z4-HourHotline
Colorado PUC Safety and Enforcement Section
Colorado State Patrol Hazmat S ervice
Departments of Emergency Management
(970) 245-374s
(910) 62s-299t
(970) 2s2-3668O"'
OXY RMAT Emergency Response Plan Page3lof42
Government Officials
State Senators Dist 7 Ronald J. Teck (303) 866-3077
State House of Representatives
Dist 54
Dist 55
U.S. Senators
U.S. Representatives
Lieutenant Governor
Governor
Joshua A. Penry
Bemie Buescher
Wayne A. Allard
Ken Salazar
Dist 3 John T. Salazar
Jane E. Norton
Bill Owens
(303) 866-3068
(303) 866-2583
(202) 224-s94t
(202) 224-652t
(202) 22s-416t
(303) 866-2087
(303) 866-247t
OXY RMAT Emergency Response Plan Page 32 of 42
ployee Emergency Response,Fire Prevention Plan and Public Safety Response
anual
Chronological Record of Emergency
A. Purpose and Scope
To provide guidelines for preparing a chronological record of events, notifications, actions
taken and other pertinent information while operating under the Employee Emergency
Response, Fire Prevention Plan and Public Safety Response Manual (ERP).
B. Initial Report of an Emergencv
DATE TIME AM PM
Person Reporting Emergency:
NAME
ADDRESS
PHONE
CURRENT LOCATION
Nature of Emergency:
Fire
Landslide
Rupture or Serious Leak
Earthquake
Explosion
Flood
OtherAutomatic ESD
-Land
Subsidence
Explain
Emergency Loca
Police Notified _Yes No: Fire or Emergency Services Notified Yes
-NoNotification (use attachment if necessary):
Date/Time Name Location
OXY RMAT Emergency Response Plan Page 33 of 42
Other Actions (use attachment if necessary):
Date/Time Name Location
Other Pertinent Information (use attachment if necessary):
Date/Time Name Location
OXY RMAT Emergency Response Plan Page 34 of 42
O OXY RMAT Emergency Preparedness DrilUTraining Sessions
Date Scenario Comments
OXY RMAT Emergency Response Plan Page 35 of 42
oxY
Occidental Oil and Gas Corporation
Incident Repofting and Investigation
Procedure No: 60.400.110
Revision No.: Rev. 7
Page No. 36 of 28
Approved By: Bryan D. Humphries
Effective Date: lune 2002
1. PURPOSE
To ensure the timely reporting and comprehensive investigation of: accidents,
occupational illnesses, property losses, environmental incidents, safety
incidents, near-miss incidents, and public/government actions related to
Occidental Oil and Gas Corporation (OXY) operations, and to promptly
identify and implement appropriate remedial actions.
2. AFFECTS
Occidental Oil and Gas Corporation and all subsidiaries controlled by OOGC.
3. DEFINITIONS
A. Significant lncident - a Health, Environment and Safety (HES) incident
associated with an OXY operation that includes one or more of the
following:
1) Employee/Contractorffhird Pafiy Occupational fatality;
2) Employee/Contractor/Third Party occupational injury or illness requiring overnight
hospitalization (other than exclusively for observation);
3) Any fatality, injury or illness to a member of the public;
4) lncidents causing injuries (greater than first aid) to multiple personnel and involving
OXY equipment, facilities, operations, construction or transportation;
5) Loss or damage to OXY, contractor or third party equipment or property valued at
(US) $100,000 or greater;
6) Any incident whereby OXY's portion of the expense for fines, penalties, settlements,
remediation and/or emergency response is likely to be greater than (US) $100,000;
7) HES related issues or conditions giving rise to significant adverse impact (or the
reasonable potential for such adverse impact) on OXY's image or goodwill (locally,
nationally, internationally) ; or
8) Any HES related actions by a government agency, court of law, or third party, which
results in interference with Oxy's production and is likely to reduce earnings by (US)
$1,000,000 or more annually.
oxY
Occidental Oil and Gas Corporation
Incident Repofting and Investigation
Procedure No: 60.400.110
Revision No.: Rev. 7
Page No. 37 of 28
Approved By: Bryan D. Humphries
Effective Date: June 2002
B. lmportant lncident - an HES incident associated with an OXY operation that includes
one or more of the following:
1) A spill, release, discharge of a substance, or any event that is reportable to any
governmental agency or exceeds the local regulations, permit conditions and/or
performance standards. (Each OXY operation shall develop performance standards
for reportable quantities of substances used in their operations that are equal to or
more stringent than local laws/regulations);
2) Public/Government Action - Any written HES related action initiated against OXY
which includes: citation, civil actions, complaints, notices of violation (NOV), consent
orders, decrees, injunctions or claims that could result in significant liabilities or
judicial proceedings;
3) United States or State Governmental Agency lnspections (for U.S. operations only)-
Any notice or contact by, or appearance of, an agent from the Occupational Safety
and Health Administration (OSHA) or the Environmental Protection Agency (EPA)
(Federal or State) for the intended purpose of conducting a site or facility inspection;
4) Recordable lnjury or lllness - Any injury or illness involving employees or contractors
which would be recordable under criteria provided in Exhibit D;
5) Loss or damage to OXY, contractor or third party equipment or property valued at
less than (US) $100,000, but greater than (US) $25,000.
C. Near-Miss / Accident Prevention Opportunity (APO) - Any undesired event which,
under slightly different circumstances or conditions, could have resulted in a significant
or important accidenVincident.
D. Operating Location - An autonomous area of operations under direct responsibility of
an Asset/General Manager (for U.S. domestic operations) or President/General
Manager (for international operations).
E. OOGC HESS - Occidental Oil and Gas Corporation Health, Environment, Safety and
Security Department.
F. Root Cause: A defining event(s), basic underlying cause(s) and/or management system
failure(s) specific to a particular incident that leads to an unsafe act or condition and
results in an unplanned or unwanted event. When a Root Cause is identified and
appropriate corrective actions are implemented to manage, control or eliminate it, the
likelihood of incident recurrence is significantly reduced. ln most all cases, some
change(s) in the management system is required in order for the Root Cause to be
effectively controlled. Those causes, when controlled, will achieve permanent change.
oxY
Occidental Oil and Gas Corporation
Incident Repofting and Investigation
Procedure No: 60.400.110
Revision No.: Rev. 7
Page No. 38 of 28
Approved By: Bryan D. Humphries
Effective Date: June 2002
4. RESPONSIBILITIES
A. OOGC Executive Vice President of Worldwide Production
The EVP of Worldwide Production is responsible for ensuring that all OOGC operated
facilities have a formal program of incident reporting and investigation.
B. OOGC Senior Vice President & General Counsel (OOGC Compliance Officer)
The SVP & General Counsel is the OOGC Compliance Officer and is responsible for legal
and regulatory review of all significant incident investigation reports.
C. OOGC Director Health, Environment, Safety and Security (HBSS)
The Director HESS is responsible for managing the OOGC program for incident repofiing
and investigation, including acting as the central contact for all incident notifications. The
Director HESS shall be responsible for input and maintenance of all OOGC incident data
into the OPC Comprehensive Action Tracking and Trending System (CATTS). The Director
HESS is responsible for providing technical support and HES & PRM advice to the EVP of
Worldwide Production and Chairman & CEO.
D. Operatinq Location Genera! Managers / Asset Manaqers
Operating Location GMs (and Asset Managers) are responsible for ensuring that their
facilities have a formal program of incident reporting and investigation. They shall be
responsible for ensuring that all reasonable steps are taken to complete any incident-related
action plan items in a timely, cost effective and safe manner.
E. Operatinq Location HES Manaqers
Operating Location HES Managers shall be responsible for developing an lncident
lnvestigation and Reporting program and monitoring its implementation. They shall also be
responsible for: 1) maintaining the lncident and lnvestigation report documentation,2)
providing report documentation quality control, 3) providing OOGC HES with incident report
documents and statistics, and 4) tracking status of incident reporting, investigation and
implementation of recommendations.
5. REPORTING INCIDENTS
A. Significantlncidents
1) Operating location management (General Manager or his designee) shall
immediately notify the E.V.P. Worldwide. Production or V. P. Worldwide Exploration,
who will notify the President & CEO (Exhibit C). The General Manager, his
oxY
Occidental Oil and Gas Corporation
Incident Repofting and Investigation
Procedure No: 60.400.110
Revision No.: Rev. 7
Page No. 39 of 28
Approved By: Bryan D. Humphries
Effective Date: June 2002
designee or Operating Location HES Manager shall then immediately notify the
OOGC HESS Department, listed on Exhibit B, by telephone, electronic mail or
facsimile (receipt of e-mail or fax notification must be confirmed by OOGC). The
OOGC HESS Department contacValternate shall notify other nominated OOGC
contacts (as appropriate) as shown on Exhibit B & C. (Such notification shall not
be later lhan 24 hours from discovery of the incident.) The OOGC HESS
Department shall enter the incident in CATTS, unless otherwise authorized by the
OOGC Director HESS.
2) ln the event that the OOGC HESS contacValternate cannot be contacted, any
individual listed on Exhibit B shall be contacted and the initial incident report
information provided to that individual. The individual who receives the information,
as the primary contact for an incident report shall immediately notify the remaining
individuals noted on Exhibit B.
3) Operating location management shall submit a written lnitial lncident Report form
(Exhibit A or equivalent), which shall include essential, factual information
concerning the incident to OOGC HESS Department as soon as possible, but in all
cases within six (6) working days from the discovery of the incident.
B. lmportant lncidents
1) lmportant incidents shall be reported to OOGC HESS within six (6)working days
from the discovery of the incident via the lnitial lncident Report form (Exhibit A or
equivalent). OOGC HESS shall enter the data into CATTS, unless otherwise
authorized by OOGC HESS, within six (6) working days from discovery of the
incident.
2) U.S. operating location management shall immediately report any contact made by
OSHA or EPA or DOT (U. S. or State) representatives for the purpose of site
inspection. The report should be made by telephone, with live voice contact, to the
Responsible Attorney or Corporate Legal contact. LEGAL NOTIFICATION/ADVICE
IS REQUIRED BEFORE AUTHORIZING ANY SITE INSPECTION.
6, INCIDENT INVESTIGATION
A. The operating location management responsible for the area in which the
accidenVincident occurred shall investigate every Significant lncident (including
significant near misses). lnvestigation of all incidents is encouraged. The
objective of an investigation shall be to promptly identify all contributing causes, causal
factors and root causes of the incident and recommend corrective actions to prevent
recurrence.
B. Significant lncident lnvestigations shall include the following steps:
1) Location management, in consultation with OOGC Legal and OOGC
HESS, will assign an investigation team that may include affected
,^
oxY
Occidental Oil and Gas Corporation
Incident Repofting and Investigation
Procedure No: 60.400.110
Revision No.: Rev. 7
Page No. 40 of 28
Approved By: Bryan D. Humphries
Effective Date: June 2002
operations, legal, local HES, and OOGC HESS participants.
Investigation shall commence promptly (within a maximum of 48
hours from the time the incident occurred).o Incident Investigations are to be performed by knowledgeable and
trained personnel.
o The Investigation Team shall include at least one member from
outside the asset, unless approved by OOGC HESS.
2) The incident investigation & related report (including findings & recommendations)
shall be completed in consultation with the OOGC Legal Deparlment (or designee).
The SVP & General Counsel (or designee) shall determine whether any
investigation required pursuant to this procedure shall be conducted under the
direction of counsel in anticipation of litigation.
3) OOGC preferred methodologies for Root Cause Analysis include:. TapRoot - Snap Chart & Root Cause Tree. BJ Behavioral Justification - Bobby Jones. Other methods will be considered upon request
4) Report guidelines shall follow OPC Procedure No. 1, "Reporting & lnvestigation",
Section B 1-4. The minimum contents of an lncident lnvestigation Report should
include:. Cover Page (lncident Location and Facility/Equipment ldentification)o Table of Contents. Signature Page or Memo with Signatures. lncident Title. Date/Time of lncident, lnvestigation Commencement and Draft Report Submittal
for Approvalo lncidentClassificationo lncident Notifications/Analysis of Responseo lncident Summaryo lnitial Conditions. lnitiating Eventso lncident Description/Chronology of Events/Actions. Root Cause(s) and Correction Action(s). Lessons Learnedo References and Attachments. lnvestigation Team Members. People that Contributed lnput or lnformation to The Report. Required Attachmentso Long/Short Term lmpact of lncident on Life, Community, Environment, OXY
Earnings/AssetsD Regulatory Response
,^,
CIXY
Occidental Oil and Gas Corporation
Incident Repofting and Investigation
Procedure No: 60.400.110
Revision No.: Rev. 7
Page No. 47 of 28
Approved By: Bryan D. Humphries
Effective Date: lune 2002
tr Analysis of Design, Maintenance and OperationD Analysis of Protective Equipmenttr Analysis of Human Factorstr Analysis of Emergency Response and Management Systems. Optional Attachments
5) Significant Incident Investigation Report Template (Exhibit F) shall be
used for all Significant Incidents and Significant Near Misses and is
encouraged to be used for all other investigations.
6) All significant investigation reports and significant near miss
investigations reports will be reviewed and signed off by the General
Manager, Operations Department, Legal Department and HES
Department of the Asset.
7) Operating location management shall review the investigation report and
recommendations. Based on the review, location management will
develop an action plan to address the recommendations. A copy of the
final investigation report and action plan(s) shall be sent to OOGC HESS
within 21 days working days. If the investigation cannot be completed
within the specified time, the operating location shall provide a monthly
status of the investigation to OOGC HESS until such time as the reporl
is complete and the action plan(s) issued. Action plan items shall be
entered by OOGC HESS in CATTS within 90 days from the date of the
incident and tracked until completed.
8) An Investigation Summary Report (2-3 pages max.) is to be sent to
OOGC HESS on all Significant Investigations. Typically, the
summary report should include the following information:
1) What Happened - Description of the significant incident;
2) What Caused The lncident - Explanation of cause(s) / (root cause(s); and
3) What Prevention / Corrective Action(s) Were Taken - to insure no recurrence.
7. MONTHLY REPORTING
A. Each operating location shall submit accidenVillness pedormance data for OXY
employees and selected major contractors to OOGC HESS department monthly, no
later than the fifth working day of the following month. Operating location senior
management shall determine which contractors and perlormance data to include in the
A
oxY
Occidental Oil and Gas Corporation
Incident Repofting and Investigation
Procedure No: 60.400.110
Revision No.: Rev. 7
Page No. 42 of 28
Approved By: Bryan D. Humphries
Effective Date: lune 2002
monthly reports. Exhibit D is provided as an example of the data and definitions for
reporting. OXY and contractor data shall be reported separately.
B. OOGC HESS shall prepare a monthly safety performance reporl for OOGC
management that includes significant employee and contractor work related illnesses,
accidents and incidents.
8. NEAR-MISS / ACCIDENT PREVENTION OPPORTUNITES (APO's)
A. Each OXY operating location shall establish their own internal program for identifying
accident prevention opportunities that promotes the reporting and investigation of near-
misses that could result in significant accidents/incidents. The extent of reporting and
investigation of accident prevention opportunities should be based on the severity
potential had the near-miss condition actually occurred. Corrective actions for near-
miss and significant near-miss are expected to be tracked to closure at the asset level.
B. Copies of near-miss reports should be sent to OOGC HESS upon completion. This will
allow OOGC HESS to distribute information related to accident prevention opportunities
to other OXY locations. Each operating location shall submit a summary listing of all
near-misses quarterly, indicating the type of near-miss, type of operation, location and
other relevant information. Exhibit E is provided as an example of an APO repofi that
can be used.
C. Near-misses may be classified as significant by either the field location, operating
location management or OOGC HESS.
D. For Significant Near-Miss lnvestigations or in the event an investigation is conducted for
a near miss, it is recommended that the full investigation report be kept at the Operating
Location and an lnvestigation Summary Report (2-3 pages max.) be sent to OOGC
HESS. OOGC HESS may request copies of actual full investigation report from time to
time. Typically, the summary report should include the following information:
1) What Happened - Description of the near miss condition including severity potential;
2) What Caused The lncident - Explanation of cause(s); and
3) What Prevention / Corrective Action(s) Were Taken - to insure no recurrence.
RELATED POLICIES AND PROCEDURES
OPC HES Procedure (1.0), lncident Reporting and lnvestigation
,^,
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