intel ehs minimum performance requirements · the ehs plan must describe how the contractor will...

Quick LinksIntel EHS Minimum Performance Requirements (2019).pdf .......................................2Attachment - Site Incident Prevention Plans.pdf ........................................................15Attachment - 6D Standard Operating Procedures.pdf ...............................................16Attachment - Intel CEHS Addendum.pdf.......................................................................55Attachment - Intel's Environmental Addendum.pdf...................................................80Form - After Action Review Report.pdf ..........................................................................99

Environmental, Health, and Safety

MINIMUM PERFORMANCE REQURIMENTSFor Contractors of All Tiers

Revision 3

December 2019

INTEL CONFIDENTIAL

Intel Confidential

Revision 3 2 of 13 Intel EHS MPRDecember 2019

Contents1. Definitions ............................................................................................................................................ 3

2. Objectives ............................................................................................................................................. 3

3. Scope..................................................................................................................................................... 3

4. Submittal Process.................................................................................................................................. 4

5. Required EHS Plan Content ................................................................................................................. 4

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AttachmentsThe following document(s) is (are) attached to the MPR or are otherwise available at supplier.intel.com and are incorporated into the MPR by reference:

6D Standard Operating ProceduresEnvironmental Guidance DocumentIntel CEHS AddendumSite Incident Prevention Plans (Site Specific)

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FormsThe following document(s) is (are) attached to the MPR or are otherwise available at supplier.intel.com and are incorporated into the MPR by reference:

After Action Review Report---

Intel Confidential


1. DEFINITIONS

“Contractor” means any general contractor, design builder, construction manager, subcontractor, orsupplier (of any tier) providing services or materials for any Intel construction project.

“Corrective Action Plan” or “CAP” means a written plan describing how the Contractor will correctivedefective performance.

“EHS” means environmental, health, and safety.

“EHS Plan” means the Contractor’s plan to comply with its EHS, safety, and related requirements.

“Hazardous Materials” means any dangerous goods, chemicals, contaminants, substances, pollutants, orother materials that are defined as hazardous by applicable law, ordinance, code, rule, regulation, orstandard.

“MPR” means this Environmental, Health, and Safety Minimum Performance Requirements forContractors of All Tiers.

2. OBJECTIVES

2.1. Injury Free. To ensure that the Contractor constructs projects in a manner that results ininjury free, incident free, no adverse environmental impacts (collectively “Injury Free”)and no impacts to production in an operating factory/facility.

2.2. EHS Plan. To clearly state the Contractor’s obligation to develop an EHS Plan and ensureits elements are implemented completely on the job site for the Contractor’s scope.

2.3. Standardization and Learning. To ensure that all of Intel’s projects utilize consistentEHS standards and leverage established best-known-methods from past Intel projects.

3. SCOPE

3.1. Applicability. These requirements apply to all Contractors, Subcontractors, and Supplierswho provide services or materials for construction to Intel’s projects worldwide.

3.2. Amendment. The EHS performance requirements set forth in this MPR may be amendedand/or supplemented by worksite or project specific provisions. Worksite or projectspecific provisions will be considered an addendum to this MPR.

3.3. EHS Plan. The requirements of this MPR together with the other documents outlined inthe underlying contract documentation and exhibits set forth the minimum contents of theContractor’s EHS Plan; however, they do not comprehend all EHS requirements applicableto the Contractor’s work. The Contractor must also comprehend all applicableinternational, national, state, province, county, municipal, or local laws or regulations aswell as industry practices applicable to the Contractor’s work in its EHS Plan.

3.4. Alternative Requirements. If Intel, in its sole and absolute discretion, gives writtenauthorization to do so, the Contractor may submit for Intel’s approval an EHS Plan thatincorporates the requirements of Intel CEHS Addendum, Site Incident Prevention Plan(Site Specific), and any other content the Contractor deems appropriate. The Contractorwill submit the EHS Plan in accordance with this MPR. If Intel EHS accepts the plan, theContractor will comply with both that plan and Intel CEHS Addendum in lieu of therequirements set forth in article 5 of this MPR.

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4. SUBMITTAL PROCESS

4.1. Corporate EHS Plan. The Contractor will submit its corporate EHS Plan with its proposal.

4.2. Project Specific EHS Plan. The Contractor will submit a project specific EHS Plan toaddress each of the EHS components identified in this MPR for the known scope with itsinitial proposal. The Contractor will submit its final project specific EHS Plan to Intelwithin 21 days of contract award but prior to any Contractor pre-bid activities or requestsfor proposal being issued for this scope, including equipment purchasing that requiresvendor support. This is to ensure that all elements within the agreed upon program areincluded prior to awarding scope. The Contractor will revise its EHS Plan based on Intel’scomments prior to its contract being signed. Once accepted by Intel, the Contractor willexecute the accepted EHS Plan and will not change any of its provisions without advancenotice and agreement with Intel.

4.3. Project Readiness Review. Prior to the commencement of Contractor’s work, Intel andthe Contractor will coordinate and conduct a “Project Readiness Review” to ensure that allEHS programs and elements are in place prior to commencing the Contractor’s work.Deficiencies must be rectified (or an acceptable plan put in place) prior to commencing theContractor’s work.

5. REQUIRED EHS PLAN CONTENT

5.1. EHS Staffing. The EHS Plan must address staffing of the EHS function, which willinclude, at a minimum, the following:

5.1.1. For general contractors and construction managers, one onsite “EHS Manager”and one “Field EHS Professional” for up to 300 trade headcount. In addition, oneField EHS Professional for every additional 300 trade headcount. The EHSManager must hold a safety engineering or equivalent qualification and have aminimum of five years’ experience in construction safety and three years ofmanagement experience.

5.1.2. For trade contractors, when the Contractor’s trade headcount reaches 20, engageone on-site, full time “Professional EHS Manager”. This person may not hold otherduties. The Professional EHS Manager must hold a safety engineering orequivalent qualification and have a minimum of five years’ experience inconstruction safety and three years of management experience. Trade headcountbelow 20 may utilize a worker as the safety representative.

5.2. Employee Site Access and Orientation. The EHS Plan must address the followingelements:

5.2.1. All projects must provide the New Contractor Orientation (“NCO”) safety training.The NCO contents will be mutually agreed to between Intel and the Contractor.The NCO will provide information regarding all applicable laws and regulatoryrequirements. Intel will provide any facility specific information that is required.

5.2.2. The Contractor will ensure its personnel attend the defined project NCO andprohibit access to the worksite prior to completion of the NCO.

5.2.3. The Contractor employees not assigned to an Intel project within the last 12 monthsmust attend a repeat NCO.

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5.2.4. Intel and the general contractor or construction manager will agree on abadge/worker identification process to ensure positive worker identification on“greenfield” projects. For projects on existing sites, Intel security badge processwill be utilized.

5.3. Injury Free Construction Culture. The Contractor’s EHS Plan must identify the strategyto perform its work injury free and without incidents. The plan must contain the followingcomponents or equivalent:

5.3.1. Training as it relates to the establishment of a culture without injuries and incidentsas the core content. The plan must identify what level of personnel attendance isrequired, for example management through craft.

5.3.2. The creation of a Contractor sponsored and run senior management level meeting(“Safety Leadership Team”) which establishes strategic planning for the projectthat will maintain the established culture. This team will meet at least monthly forthe duration of the project.

5.3.3. The creation of feedback forums that provide a measurable format for workerfeedback to management from the workforce. The plan must include provisionsfor corrective actions to be taken resulting from the feedback.

5.3.4. To arrange and participate in periodic craft appreciation activities which promoteand advance the culture. The plan must contain type and frequency of activitiesbased upon job scope and duration and is agreed with Intel at the start of theproject.

5.4. EHS Training. The EHS Plan must identify fatality prevention training needs and otherEHS training requirements and state how training will be delivered. Minimumrequirements will include:

5.4.1. Documentation of all hazard specific EHS training requirements by jobclassification before work commences.

5.4.2. Provisions of all national, state/province, local and/or site required EHS trainingprior to an employee performing that type of work on site.

5.4.3. Provisions of training materials and records to be reviewed by Intel, upon request.

5.4.4. A visual indicator displayed by the workforce of specific training received (i.e.badge, stickers, etc.).

5.5. Safety Meetings and Forums. In addition to safety meetings that are part of theContractor's Injury Free plan, the EHS Plan must identify safety meetings and forums forpersonnel that are required to attend that will include at a minimum:

5.5.1. Weekly foreman and superintendent safety meetings to share safety informationlike lessons learned from incidents, safety indicators, job site changes, and relatedinformation.

5.5.2. Once a week safety meetings at the worksite conducted by the foreman or designee(also known as “tool box meetings”). Attendance is mandatory for all personsperforming work on the project.

5.6. Buddy Program Component. The EHS Plan must describe how the Contractor willimplement a “Buddy Program” that at a minimum:

5.6.1. Familiarizes field personnel with fieldwork procedures and safety requirements.

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5.6.2. Assigns a buddy to craft employees new to an Intel project (those employeesconducting fieldwork) during the first two weeks of employment.

5.7. Contractor Pre-Qualification. The EHS Plan must comprehend the following whenconsidering potential Subcontractors and those Suppliers who perform work or provideservices on Intel’s property and identify the process by which these requirements will beexecuted:

5.7.1. By ensuring each proposed subcontractor and each supplier who performs work orprovides services on Intel’s property has above average EHS performancestatistics. Specifically: EMR Ratings of 1.0 or lower for the last three years (unlessexempted in site addendum). Lagging indicators include: (a) Recordable Rate ≤4.0; (b) Days Away Case Rate ≤ 0.8; and (c) Zero fatalities in last 12 months.

5.7.2. Contractors and Subcontractors bidding and performing work on Intel projects arerequired to enroll in the Contractor Safety Assessment Program (CSAP)administered by Construct Secure Inc. To enroll in CSAP, log onto the applicationat: http://www.constructsecure.com/intel and create an account and enter therequired safety information.

5.7.3. Contractors and Subcontractors that DO NOT perform construction work/laboractivities in the field or have contracts of minimal value must obtain approval fromIntel EHS if they do not wish to enroll in the CSAP.

5.7.4. Contractors, Subcontractors, and those Suppliers who perform work or provideservices on Intel’s property bidding on a scope of work valued at < $100,000 donot need to enroll in CSAP prior to bid but must comply with subsection 5.7.1above. NOTE: When a Contractor has been assigned work it must enroll in CSAPif it performs construction work/labor activities in the field regardless of cost ofscope.

5.7.5. The Contractor can demonstrate its EHS policy with visible commitment to zeroinjuries, incidents, and illnesses by actively participating in the EHS program. TheEHS Plan will include a description of how the Contractor will communicate itsEHS commitment and its expected level of involvement in the EHS process.

5.7.6. Ensuring that any exceptions to the lagging indicators in subsection 5.7.1 aboverequire the Subcontractors to prepare a written Corrective Action Plan, which mustbe accepted by the Contractor and/or Intel, at Intel’s discretion.

5.7.7. Ensuring that CAPs are comprehended as part of the subject Contractors,Subcontractors, or those Suppliers who perform work or provide services on Intel’sproperty bid proposals such that the additional requirements are included in thebids.

5.7.8. Ensuring that the Contractor who fails to maintain an acceptable EHS performancerecord on the project is required to develop and execute a CAP demonstrating howit will improve its record.

5.7.9. Identifying the method by which these requirements will be tracked and how theywill be communicated to Intel on a regular basis in compliance with the reportingrequirements of its contract.

5.8. Pre-Bid and Construction Meetings. The EHS Plan must comprehend the followingwhen engaging in the competitive bid and contract award process. This section also appliesto Contractors who engage Subcontractors:

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5.8.1. At pre-bid conferences, the Contractor will present an overview of Intel based EHScontract requirements and expectations.

5.8.2. At pre-construction conferences, the Contractor will review project specific EHSrequirements and work scope challenges. The Contractor bids will include any sitespecific requirements presented in the pre-bid conference.

5.9. Design and Constructability. The EHS Plan must provide a process for the evaluation ofsafe construction in design including:

5.9.1. The process of evaluating the design and determining how the design will affectconstructability.

5.9.2. The Contractor will identify constructability and maintainability design issues thatcould increase the potential for injury due to construction sequencing and/ordesign.

5.10. Disciplinary Action. The EHS Plan must contain a disciplinary action process which willensure workers’ compliance with the EHS Plan. Minimum requirements include:

5.10.1. A progressive disciplinary action plan which contains the appropriate correctiveactions for workers who violate EHS requirements.

5.10.2. A comprehensive list of “zero tolerance” acts or omissions that constitute groundsfor immediate removal. The process must also contain appropriate guidelines thataddress durations for personnel banned from site for these violations. At aminimum, zero tolerance items will include any violations of fatality preventionprograms such as Fall Protection, Control of Hazardous Energies (lockout/tagout),Energized Electrical Contractor’s work (“EEW”), Confined Space Entry,Trenching/Excavation, Cranes/Rigging/Hoisting, Fire Prevention/Protection, andSpecial Equipment.

5.10.3. The communication process that ensures all personnel understand the expectationsof the plan.

5.10.4. The failure to report incidents will also be included as a zero tolerance item. Theitem will contain two components:

(1) Tinitial component will address individual worker’s failure to report andbe executed according to the plan required in subsection 5.10.1 above.

(2) The second component will address failure to report an incident by thecompany management with management defined as foreman throughupper management.

5.10.5. The discovery of an unreported incident will be addressed through the ContractorCorrective Action Request process which contains the steps to improve theContractor’s safety.

5.11. Task Planning. The EHS Plan must describe how the Contractor will implement a jobhazard analysis/method statement program and pre task planning that comprehends therisks associated with the work of all tiers of the Contractor and include, at a minimum, thefollowing:

5.11.1. Job Hazard Analysis (“JHA”)/Method Statement (“MS”) - Conduct JHA’s/MS forall construction activities that are identified as high/med risk by the Contractorprior to the commencement of the Contractor’s work. Intel retains the right to

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require hazard specific JHA/MSs based upon the scope of work. At a minimum,the JHA/MS will consist of the following:

(1) JHAs/MS must be reviewed and approved by the Contractor andsubcontractor.

(2) JHA/MS must be conducted and reviewed before the Contractor’s workcommences.

(3) The JHA/MS must be written and reviewed by the crews conducting PreTask Plans (“PTP”).

(4) JHA/MS must detail any actions to reduce or eliminate risks.

(5) The sharing of databases provided by Intel must be utilized fordevelopment of the JHA/MS to help deter repeat mistakes on the project.These will also be referenced in response to incidents that occur to identifyprior corrective actions that may be applicable to said incident.

(6) The completed JHA/MS must be documented and made available to Intelupon request.

5.11.2. Pre Task Planning (“PTP”)/Safe Plan of Action (“SPA”) – The EHS Plan mustdetail the process that the Contractor will use to manage PTP/SPA, includingtraining, auditing, document retention, and ongoing quality control. The PTP/SPAprocess will comply with the following minimum requirements:

(1) Be conducted by the foreman or craft lead designated by the foreman,provided however, that the foreman reviews all PTP/SPA to ensure thatthey are appropriate, complete, and accurate for the subject task(s).

(2) Be documented in writing.

(3) Be conducted for every job at least weekly. PTP/SPA must be reviewedand revised whenever work conditions, new hazards arise or crewmembership experience change.

(4) All crew members must participate at the job location in PTP/SPA andwill sign the completed plan.

(5) Include hazards and precautions identified in applicable JHA/MS.

(6) Readily available at the worksite (posted and/or placed where crewmembers have knowledge of its location).

(7) Made available in a local language that the workforce can understand.

(8) The Contractor will present the PTP/SPA form it will use on the projectfor Intel’s approval prior to the Contractor’s work beginning.

5.12. Contractor’s work Coordination and Site Incident Prevention Plans (SIPP) Program

5.12.1. For projects where Intel has a SIPP in place, the EHS Plan must describe theresources and methods to be used in its implementation. Note: Some Intel sites aremoving to an alternate work coordination program in lieu of a SIPP. For these sitesthe Contractors will use the alternate program.

5.12.2. For “greenfield” sites where an Intel SIPP does not exist, the Contractor’s safetyplan will outline a permit-to-work program to ensure there is trade/workcoordination to prevent incidents/injuries from occurring.

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5.13. EHS Information Management

5.13.1. The Contractor will keep and maintain leading and lagging indicator data for itselfand for each subcontractor (of all tiers). The EHS Plan will describe how theContractor will input EHS Plan data into Intel’s designated information system(ConstructSecure). The data will be managed and maintained in compliance withthe following injury and incident information requirements:

(1) Injury/incident preliminary information must be entered within 24 hoursof the injury/incident. This includes near misses and all injuries regardlessof severity.

(2) Injury/incident full details (including root cause and corrective action)must be entered within five working days of the injury/incident. Intel mayextend this time period if necessary.

(3) All injuries will be classified in accordance with the United StatesDepartment of Labor Occupational Health and Safety Administration(OSHA) 29 Code of Federal Regulations 1910.104 record keepingrequirements.

(4) For the Contractor and Subcontractors, headcount and person hourreporting: the Contractor’s headcount and hours (including headcount andhours for all Subcontractors, and Suppliers of every tier who perform workon the worksite) will be reported each week (on a date established by theproject Team). The Contractor may track and provide this data using anytool or system that Intel approves.

5.14. Leading Indicators. The Contractor will implement a leading indicator program thatmeasures the following at a minimum:

5.14.1. Safe behavior observation program for each subcontractor.

5.14.2. PTP quality.

5.14.3. Equipment inspection records (i.e. fall protection, electrical inspections).

5.14.4. Field audits/inspection findings logs and follow up records.

5.15. Audits and Inspections. The EHS Plan must include, at a minimum, the following coreaudit and inspection activities:

5.15.1. Compliance Audits. At a minimum, quarterly compliance audits must beperformed to ensure compliance with the EHS Plan and applicable regulations.Note: regulations may require more frequent audits. It is the responsibility of theContractor to require the subcontractor to conduct similar audits, as appropriate.

5.15.2. Audits by Management. The EHS Plan must address a plan to engage managementin weekly worksite EHS evaluations (for example, Safety Management byWalking Around (“SMBWA”)). The process must be well defined and addresstraining and tracking elements. Results will be reviewed in safety leadership teamor equivalent meetings on a weekly basis.

5.15.3. Records of audit reports, findings, and corrective actions must be submitted weeklyto Intel and retained through project close out.

5.16. Incident Reporting and Investigation. The EHS Plan must describe how the Contractorwill investigate and report safety incidents, including the following minimumrequirements:

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5.16.1. Reporting. Report all incidents to Intel’s point of contact in accordance with thetime line below: (1) near miss - 24 hours; (2) first aid injuries - 24 hours; (3) injuryrequiring medical treatment beyond first aid - one hour from occurrence; (4) injurywhich might results in days away from work - one hour from occurrence; (5)environmental releases - one hour of their occurrence; and (6) fatality - uponoccurrence.

5.16.2. The Contractor will submit to Intel a weekly incident summary in addition toinvestigation requirements noted in this MPR. Intel may use these records (minuspersonal information) to develop incident communications for distribution withinother Intel projects.

5.16.3. Maintain incident records throughout the duration of the project and transfer theserecords to Intel at final completion of the project.

5.16.4. Investigating. Identification of all incident causal factors (root and contributingcauses) using pre-approved investigative means: (1) identification anddocumentation of all corrective actions; (2) documentation of closure of allidentified corrective actions; and (3) investigation and review of incident will becompleted within 48 hours of incident occurrence. Intel must receive the incidentreview report for each incident. For recordable injuries and above, Intel will bepresent in the investigation. Intel may choose to also participate in near-missinvestigations.

5.17. Quality of Life and Workplace Health Requirements. The EHS Plan must address theContractor’s provision and management of health facilities including, at a minimum, thefollowing:

5.17.1. Provision for adequate rest rooms and hand wash facilities in close proximity tothe work space.

5.17.2. Provision for adequate potable drinking water accessible during work activities.

5.17.3. Provision for adequate lunch and break quarters that provide shelter from theheat/cold and are sufficiently isolated from construction areas so that PersonalProtection Equipment (“PPE”) need not be worn during lunch and other breaks,and adequate seating is available so as not to require personnel to stand duringbreaks or meal times.

5.18. Medical Coverage and Case Management. The EHS Plan must describe medical servicesand include a “case management and return to work program” that is designed to returnpersonnel safely and efficiently back to their positions following an occupational and/ornon-occupational injury or illness. The medical and case management program willinclude:

5.18.1. On-site medical support for the project’s established work hours including nightsand weekends.

5.18.2. Coverage for accompaniment of personnel to clinic/doctor (both on and off site).

5.18.3. Medical provisions for physician/clinic for immediate evaluation, treatment andfollow up visit(s).

5.18.4. Management of restricted work activities in coordination with the investigationand follow up to address potential, but unsubstantiated, claims and injuries.

5.19. Hazardous Materials. The EHS Plan must describe the Contractor’s handling ofHazardous Materials and will include the following at a minimum:

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5.19.1. Development of a list identifying all Hazardous Materials to be used on the project.

5.19.2. The Contractor will develop a program to ensure that all chemicals/hazardousmaterials are reviewed, tracked and managed at the worksite. This will includescreening to ensure none of the following are brought onto the worksite: (1)asbestos or asbestos containing construction materials, including, but not limitedto, asbestos containing insulation, ceiling tiles, floor tiles, cement, adhesives andfire prevention materials; (2) polychlorinated biphenyls (“PCBs”), including, butnot limited to PCB containing transformers, light ballast’s, and heat transfer fluids;(3) Class I or Class II ozone depleting substances as defined by 40 CFR § 82,Appendix A and Appendix B to Subpart A; (4) glass fiber reinforced plastic(“FRP”) that contains antimony trioxide; (5) Carcinogens as identified by: UnitedStates, National Toxicology Program (NTP), “Annual Report on Carcinogens”(latest edition), International Agency for Research on Cancer (IARC) Monographs(latest edition), or Title 29, Code of Federal Regulation, Part 1910, Subpart Z,Toxic and Hazardous Substances, U.S. Occupational Safety and HealthAdministration; (6) ethylene based glycol ethers; and (7) arsine. Any HazardousMaterials that need to be used in the construction process not meeting therequirements in this MPR must be approved for use by Intel.

5.19.3. Specification of the storing arrangements of the chemicals. Note: the Contractorwill store not more than one week's worth of chemicals that will be used on theproject.

5.19.4. Specification of the transporting arrangements of chemicals on the project.

5.19.5. A requirement that Intel must be notified in writing of all Hazardous Materialsbrought on site that have a Hazardous Materials Information System (“HMIS”)rating greater than two or in excess of 55 gallons (208 liters). Writtendocumentation to Intel must include the MSDS, plan for storage, handling, and use(application method and disposal plan).

5.19.6. Development of a procedure for obtaining approval from Intel prior to conductingany activity that may generate Hazardous Materials or hazardous waste.

5.19.7. The EHS Plan will also address how solid waste and hazardous waste will bemanaged. Minimum contents include:

(1) Solid Waste. Describe how the Contractor will recycle a minimum of 90%of construction-generated debris, measured by weight, to meet theUSGBC LEED for New Construction Materials and Resources criteriaunder Credit 2.2 for diversion of construction waste from landfill. See theSolid Waste Management Plan in Intel Construction EHS Manual for ageneric solid waste management plan that should be utilized to assist inmeeting solid waste recycle goals. Recyclable solid waste includes anynon-hazardous solid wastes. This can include, but is not limited to, wood,cardboard, metal (aluminum, copper, stainless steel, etc.), plastic(including hard plastics and films), glass, paper, Styrofoam, concrete,asphalt, drywall, etc. Acknowledge that the Contractor will not permitremoval of waste(s) from the worksite for personal or other use. Solidwaste removal must be done on an ongoing basis to ensure noaccumulation on (at) the project. The weight of all solid waste that leavesthe worksite (both recycled and landfilled) must be reported back to Intel.

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(2) Hazardous Waste. Describe method to properly collect, identify, and labelhazardous wastes. Contractor’s work with Intel to develop hazardouswaste determinations for chemical waste to be generated. Identify thedisposal plan, including removal of Hazardous Materials brought on siteby the Contractor. All hazardous waste generated at Intel’s property mustbe managed by Intel’s authorized suppliers or directly by Intel at thedirection of Intel.

5.20. Demolition and Containment

5.20.1. The EHS Plan must ensure that decontamination, demolition, and tool conversionwork plans are reviewed by Intel prior to commencement of the Contractor’s work.

5.20.2. Prior to any demolition work, the Contractor and the Subcontractors will contactIntel to review the scope of the demolition work and agree on anyprecautions/actions that need to be taken because of existing conditions (lead,asbestos, or other contaminants) in the building/area.

5.20.3. The Contractor is responsible for ensuring that elements of the applicable city,state, and local codes are complied with.

5.20.4. All demolition/de-install/decontamination activities will comply with Intel’scurrent decontamination, decommission, and demo 6D Standard OperatingProcedures including line breaking procedures. Variances from this proceduremust be presented to and accepted by Intel.

5.21. Emergency Response Plan. The EHS Plan must describe the project’s specific emergencyresponse plan, minimum contents are as follows:

5.21.1. Names and contact numbers of the Contractor’s management responsible to makedecisions during an emergency.

5.21.2. Defined roles and responsibilities for each person on the construction managementstaff who have defined roles during an emergency.

5.21.3. Defined communication systems used to ensure efficient communication withaffected project personnel, responders, and Intel as appropriate.

5.21.4. Escalation path for reporting spills that meet or exceed a federal or state reportablequantity (“RQ”) to Intel upon discovery.

5.21.5. How the construction management team will interact with Intel’s EmergencyResponse Team (“ERT”) if present and/or during an event Intel’s ERT respondsand takes control. Note: Any Intel’s ERT equipment used during a constructioncaused event must be replaced at the expense of the Contractor who caused theevent.

5.21.6. Organization of a drill within 45 days of starting the Contractor’s work to ensurethe emergency response plan is adequate. Subsequent drills will be performed atleast every 60 days for the duration of the project or when Intel’s ERT assumesresponsibility to respond to emergency events as part of the commissioning andturnover of the project.

5.22. Environmental Protection Programs

5.22.1. For greenfield or projects not on an established Intel campus, the EHS Plan willaddress compliance with all applicable laws and are required to implement thefollowing Environmental and Pollution Prevention Plans: (1) Solid Waste

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Management Plan; (2) Erosion and Sedimentation Control Plan conforming to theprovision of the NPDES requirements of the 2003 EPA Construction generalpermit; (3) Hazardous Waste Management Plan; (4) Air Pollution Control Plan;(e) Hazardous Material Control Plan; and (5) Waste Water Management Plan.

5.22.2. For projects on an established Intel campus, The EHS Plan will acknowledge theapplicable environmental performance requirements for Intel campus theContractor’s work is being performed and describe methods of compliance withthem.

5.22.3. NOTE: All programs must meet/exceed the Environmental Guidance Documentand must be accepted by Intel. Programs that do not apply must be called out assuch with rationale.

5.23. Musculo Skeletal Disorder and Cumulative Trauma Disorder Injury PreventionProgram. In an effort to prevent MSD and CTD related injuries, all Contractors will havea process in place that includes a risk factor assessment and mitigation. An MSD/CTD riskfactor assessment and mitigation plan will be completed for all job tasks, tools used, workprocedures, work stations, and equipment operation where exposure may exist. Since thenumber one cause of MSD/CTD injuries are related to manual material handling, specialemphasis will be placed on the reduction of manual handling of material, equipment, andtools. The MSD/CTD risk assessment will be incorporated into the JHA that is specific forthat scope of work. Personnel must be trained on the assessment created for their specifictasks.

5.24. Overtime Policy. The Contractor will ensure that no craft or field management exceed thefollowing requirements:

5.24.1. No craft employee will work more than 12 hours in one Day.

5.24.2. No craft employee will work more than 60 hours in one week.

5.24.3. No craft employee will work more than six (ten hour) days in one week.

5.24.4. No craft employee will work more than two consecutive 60 hour weeks.

5.24.5. Project workweeks must have defined starting days and ending days.

5.24.6. No craft employee will work more than 50 hours in the week subsequent to twoconsecutive 60 hour workweeks.

5.24.7. Deviations to this plan must be approved in writing by Intel.

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SITE INCIDENT PREVENTION PLANS

Revision 2December 2019

1. GENERAL REQUIREMENTS

1.1. SIPP Program. The Site Incident Prevention Plan (“SIPP”) program is Intel’sstandardized planning, coordination, and communication process to identify risks andimplement a proactive planning process for construction and related work in operatingfacilities. It does not take the place of a proactive Contractor safety program, imply thatIntel is responsible for enforcement of a policing hierarchy or supersede any local, state orfederal codes, or regulations.

1.2. SIPP Alternative. If the project is not part of an operating facility or campus, then theContractor will develop, maintain, and comply with its own “work control process” priorto inception of a relevant SIPP program by Intel.

2. SIPP PROGRAM COMPONENTS

2.1. SIPP Training. Persons owning, supervising or performing any work listed on the SIPPRisk Matrix must complete SIPP program and permitting requirements training.

2.2. SIPP “Permits”.

2.2.1. The permit requires the requester (the person who is responsible for performingthe work) to evaluate, research, and ask questions prior to performing theContractor’s work.

2.2.2. Refer to the SIPP Risk Matrix for activities that require a SIPP permit.

2.3. SIPP Approval Meetings.

2.3.1. As often as needed to allow affected parties to verify and disseminate theinformation, and to offer alternative methods that will lessen the risk, dependingon the on the activity. May be daily, if Intel determines it to be necessary.

2.3.2. Required attendees:

(1) Intel

(2) Contractor construction coordinator/superintendent

(3) Contractor discipline/trade leads

3. PROCEDURES

3.1. Risk Matrix. Each project has developed a set of procedures and “Risk Matrix” thatidentifies scope/activities that may impact the business operations. Intel will provide therequirements and procedures for the applicable worksite.

3.2. Required Procedures. These procedures must be followed, along with any other worksitespecific regulatory work control processes, when performing work on the site.

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Intel Confidential Page 1

6D Operating proceduresRev. 10.0 07/01/2010


Contents

1. PURPOSE & SCOPE______________________________________ 31.1. Purpose: _________________________________________________________________________________ 3

1.2. Scope: ___________________________________________________________________________________ 31.2.1. 1D/2D Scope: __________________________________________________________________________________ 31.2.2. 3D Tool Demolition Scope: _______________________________________________________________________41.2.3. 4D System Demolition Scope: _____________________________________________________________________41.2.4. 5D Delivery Scope:______________________________________________________________________________41.2.5. 6D Deployment Scope: ___________________________________________________________________________4

2. BUSINESS REQUIREMENTS _______________________________ 62.1. Purpose and Rationale:_____________________________________________________________________ 6

2.2. Requirements/Outcome: ____________________________________________________________________ 6

3. PROCEDURAL REQUIREMENTS (See Appendix C for 6D ProcessFlow Chart)_________________________________________________ 7

3.1. Planning Activities_________________________________________________________________________ 73.1.1. Kick-off Meeting/PM ____________________________________________________________________________ 73.1.2. 2D Checklist ___________________________________________________________________________________73.1.3. Tool Reuse Audit Network System (TRANS) _________________________________________________________7

3.2. Decontamination Activities__________________________________________________________________ 83.2.1. Pre Task Plans: _________________________________________________________________________________83.2.2. CUDL forms: __________________________________________________________________________________ 83.2.3. SWAB tests: ___________________________________________________________________________________9

3.3. Decommission Activities (Primary: PE/MFG Tool Owner, supported by Construction) _______________ 93.3.1. System interconnects: ____________________________________________________________________________ 9

3.4. Post 2D Activities – Pre 3D __________________________________________________________________ 93.4.1. DSL1: ________________________________________________________________________________________ 9

3.5. 3D - Demolition Activities __________________________________________________________________ 103.5.1. 3D Phase 1: Disconnect _________________________________________________________________________ 103.5.2. DSL2________________________________________________________________________________________ 103.5.3. Rigging / Tool Move: ___________________________________________________________________________ 103.5.4. Packing and Crating ____________________________________________________________________________ 103.5.5. Documentation BKM in TRANS.__________________________________________________________________ 113.5.6. 3D Phase 2: Demo back to POC: __________________________________________________________________ 11

3.6. Material Handling Activities (Check Site Specific requirements) _________________________________ 113.6.1. Facility Lines _________________________________________________________________________________ 11

3.7. Finance and Accounting References _________________________________________________________ 123.7.1. FSM Tool Transfer guidelines. ____________________________________________________________________ 123.7.2. CS Construction Finance Demo references __________________________________________________________ 12

4.0 . Revision History_________________________________________________________________________ 13

APPENDICES ______________________________________________ 15Appendix A – Waste Disposal Matrix Example _______________________________________________________________ 15Appendix B - Example Demo Safety Level 1,2 & 3/ (Demo Safety Sign-off)________________________________________ 17Appendix C – 6D Process Flow Chart ______________________________________________________________________ 23Appendix D – 2D Process Flow Chart ______________________________________________________________________ 24Appendix E – 3D Process Flow Chart ______________________________________________________________________ 25Appendix F – OK To Demo Tag __________________________________________________________________________ 26Appendix G - 6D Roles and Responsibilities _________________________________________________________________ 27


1. PURPOSE & SCOPE

1.1.Purpose:To ensure the safety of personnel and systems during all tool reuse/deinstall activities. Criticalprocess elements are: a sign-off process, documentation of the specific roles and responsibilitiesthat facilitate the interaction of all parties involved, and ensuring that established procedures arefollowed. This standard operating procedure facilitates the execution of the internal and externalequipment reuse process by bringing all Intel applicable documents/processes to a centralreference location for the tool owner (6D Reference Guide).

1.2.Scope:The terms: decommission, decontamination, tool demolition, system demolition, delivery, anddeployment collectively refer to the 6D process. This SOP applies to Intel & Contract employeesduring the removal, relocation of equipment or machines that contain hazardous energies. Thisguideline is not intended to replace tool demo procedures that are located in tool specifications,but it is intended to augment them to deliver a safe reuse tool. (See the VF DecontaminationGuideline for Definition of Hazardous Energy: Hazardous energies include, but are not limited toelectrical, chemical, mechanical, hydraulic, pneumatic, and thermal.)

All process and lab equipment being relocated, harvested, converted, including modifications tofacilities, or de-installed must follow this guideline.

1.2.1. 1D/2D Scope:Tool Decontamination and Decommission consists of completing the removal andclean-up of all gases, chemicals, and liquids,(1D) and disassociating/disconnecting thetool from all factory systems except exhaust, drains, and electrical. Note: Some % ofprocess tools cannot be completed without 3D assistance.

1.2.1.1. 1D Decontamination Scope:A “Clean Tool” is one that has completed all scheduled PMs prior to shut downfor demo. By PM definition it is clean enough for production. In addition, a toolmust be decontaminated per the VF Decontamination Guideline, tool specific 2Dchecklist and Common Tasks Checklist. The decontamination will consist ofpurging, flushing and drying all lines, tanks, etc. that contain gases, chemicals,and liquids.

1.2.1.2. 2D Decommission Scope:After decontaminating the tool and support equipment, the tool owner will followthe tool specific 2D checklist and Common Tasks Checklist. Tool Owner willpower down all equipment and ensure that all utility connections except exhaust,drains & electrical are disconnected from both the main tool and the supportequipment (pumps/chillers/compressors/etc.). All lines are to be capped orplugged per the General Capping and Plugging Guideline. Internal shippingfixtures must be added as required to prevent damage during shipment. All Intelpropriety information must be removed per TMG Tool Hard Drive Policy. Tool


hard Drive condition and location must be documented in the Common TasksChecklist and in the TRANS Pre-Demo audit.

1.2.2. 3D Tool Demolition Scope:Tool Demolition consists of disconnecting the tools exhaust, drains, and electrical; thenrigging; packing and crating; and removing all utilities back to the nearest Point ofConnection (POC) per site specification or as otherwise directed by Intel.

1.2.2.1. Disconnect:Utilize site-specific utility demo checklists to disconnect and decontaminateremaining utilities from process tools: Power, Exhaust & Drains.

1.2.2.2. Rigging:Rigging consists of preparing the tool for a non-clean room environment andmoving the tool out of the factory.

1.2.2.3. Packing:Packing consists of itemizing, protecting, and securing individual toolcomponents into crates to prevent in-transit movement or shifting that may causedamage to critical components. Packing may vary based on mode oftransportation.

1.2.2.4. Crating:Scope will be governed by the Crating & Packing Specification. Some tools mayonly receive a base with protective stretch wrapping for short-term storage. Othertools will receive complete crates prepared for international shipment by ocean orair. Finally, others may not be crated at all if they are destined for Scrap orHarvest, but even these could be sold so final destination must be understood.

1.2.2.5. Demo back to POC:Remove all utility distribution lines, fore lines, and interconnect cables betweenfab process tools & subfab support equipment (chillers, pumps, compressors,etc.) back to nearest POC. Tool-specific utility supports should also be demoedunless otherwise coordinated with Base Build/Tool Install.

1.2.3. 4D System Demolition Scope:4D is the Decommission, Decontamination, and System Demolition of Base Build /PSSS (Process Specific Support Systems) systems. 4D scope generally includesmains, laterals, and other utilities to facilitate a base build project for future use.Demolition will be completed on a selected basis depending on the reusability of thesystem. The area should be left in a safe and reusable condition as defined by theproject team. 4D activities shall follow the guidelines outlined in the 6D SOP once theyhave been turned over to the system owner.

1.2.4. 5D Delivery Scope:5D is the Delivery of capital equipment from the Intel dock to its final destination. Thefinal destination can be temporary storage, transportation, harvest, or scrap. Shipmentguidelines are documented in the Logistics Transportation Specs.

1.2.5. 6D Deployment Scope:6D is the Deployment of the complete capital equipment at its final destination. 6Dprovides the closed loop process which documents and drives communications to thereleasing site regarding the 6D related issues. This is done formally through the


TRANS Receiving Site Certification and issue logger for tools in TRANS or ToolTransfer Feedback Survey for tools not in the system. TRANS receiving sitecertification is due after Intel Qual Finish.


2. BUSINESS REQUIREMENTS

2.1.Purpose and Rationale:This SOP will assist the project team in managing the coordination of 6D activities toachieve safety, scope, quality, cost and schedule objectives as required by the factory andVF Reuse procedures. The overall goal is to ensure a safe demo and transport of the tooland to establish minimum performance criteria and provide the best service for ourcustomer base.

2.2.Requirements/Outcome:• Each site group will be responsible for adopting and implementing these procedures within

their organizations. It is understood that there will be site differences in who accomplishesthe given task, how it is accomplished, as well as timing.

• This SOP will provide an orderly process which ensures safe outcomes and regulatorycompliance through implementation of this program.

• Standardization of this process will facilitate the achievement of measurable improvementsin safety, environmental compliance, and reusability of tools.

• These checklists & procedures are step-by-step processes which cover roles andresponsibilities of all 6D parties involved, including contractors and vendors. They arestructured to manage work in a sequential order. If the order of activities needs to bechanged, ensure that all members of the project team agree and EHS approves thechanges. (e.g. The control of hazardous energies (COHE) is required prior to a particularpurging or decontamination of a chemical line).

• Use the Demo Safety Level one (DSL1) and Demo Safety Level Two (DSL2) process tovalidate the condition of the tool/system/equipment prior to transferring ownership tocontractors and final destination. This includes verifying that the tool is completelydecontaminated, decommissioned, all required paperwork is prepared and shippingfixtures are installed.


3. PROCEDURAL REQUIREMENTS (See Appendix C for 6D Process Flow Chart)

3.1.Planning Activities

3.1.1. Kick-off Meeting/PM

3.1.1.1. Large Scale Project Kickoff (EOL/Ramp)The Project lead and/or Project manager (PM) initiates the project anddetermines scope, schedule, and budget. Resources required, meetingstructures, teams (DCR, FET, DCT, TCT, etc.), organizational structure andproject milestones are developed in conjunction with FSM/ATM and CS/CSCthrough a series of map days. 1D/2D are owned by FSM/ATM and supported byCSC/CS. 3D/4D is owned by CSC/CSO and supported by FSM/ATM. See theEOL/Ramp management tools presentation for examples of Schedule, TeamMeeting structure, Map day agenda, End of Life Organization Chart, etc. In largescale project, each individual tool should have an individual tool kickoff as statedin 3.1.1.2

3.1.1.2. Individual Tool/System KickoffThe project lead and/or Project manager (PM) initiates the project anddetermines scope, schedule, budget, resources required, and the expectedcondition of the tool based on the guidelines for accounting treatment of tooltransfers in the Finance Guide For 6D Tool Transfers, specifically the ToolCondition tab of the spreadsheet. The Project Lead coordinates withATM/TD/FSM (CSO where 4D activities are occurring) to obtain the ToolOwner/System Owner resources to execute the Tool Owner work. The PMshould drive kick-off meetings with all appropriate key stakeholders tosuccessfully execute the work. Schedule will be managed per Schedule SOP.Note: Isolated facility/system deinstalls may utilize the combination “KO/2DChecklist” found in Appendix J where the system walk / KO can be facilitated inthe field adequately.

3.1.2. 2D ChecklistIn many cases there are existing and proven approved VF or Plant 2D checklists.Approved tool-specific checklists can be found here by searching for the tools CEID: 2DChecklists. If a 2D checklist exists, then the checklist should be validated for currentformat and appropriate use through site review process. If an Approved VF or LocalPlant tool specific 2D checklist does not exist, use the 2D Checklist Creation Kit todevelop a new checklist and submit for approval by the local Checklist Review Board.Upon approval the checklist will be uploaded to Infofactory and linked to TRANS. TheCommon Tasks Checklist must be used in conjunction with the tool specific 2DChecklist. Upon completion of DSL1/ DSL2 signoff, the Completed 2D and CommonTasks Checklists will be uploaded to TRANS.See note in 3.1.1.2 above for isolated facility/systems.

Tool Reuse Audit Network System (TRANS)TRANS is a web based system that centralizes tool transfers (reuse, resale, excess,harvest, scrap and donation). TRANS:

- Provides the Releasing Site tool owner with guidance and the tools required tosuccessfully complete the 6D process.

- Enables a Receiving site to evaluate suitability of a specific reuse tool allocation andreject it or prepare for gaps identified during the tool audit; effectively meeting CND.


- Shares lessons learned with the VF that improve the demo, crating, storage andshipping process through the Issue logging functionality.

- Standardizes the shipping/storage process in order to protect the value of tool assets.- Facilitates communication between releasing and receiving tool owners needed for a

successful transfer.- Maximizes the value IRC receives for a tool sale by providing detailed tool condition, IP

removal validation, performance information.- Enables harvest group to identify tool owners that can scrub harvest BOMs.- Reinforces compliance with the 6D business process.

3.1.2.1. TRANS Template:The template is composed of CEID and Plant specific information that auto-populate tool specific Transitions. Templates are developed by tool owners usingthe Template Create screen in TRANS and are viewed in the Template/ViewScreen.

3.1.2.2. TRANS Physical Audit:Captures tool configuration, identification and performance data are documented.It identifies any items that will prevent the tool from functioning for its next use. Itshould be completed 8 weeks prior to Decon Start Date.

3.1.2.3. TRANS Pre-Demo Audit:It is designed to be the final check for completeness and functionality prior to

Demo start. The condition of the tool must conform to the Whole Tool Policy.Refer to the TRANS Auditor Training for details on Tool Owner requirementsaround audit, tagging, and documentation. It should be completed 2 weeks priorto Decon Start Date.

3.2. Decontamination ActivitiesTools/Systems/Equipment are decontaminated according to the Intel Decon guidelines and2D checklists. The prevention of any leaks out of the tool is critical to environmental safety(both within Intel and offsite) and the condition of the tool. Take care to blow out, exhaust,or dry-out lines to remove all liquids. Leaving liquids will impact the effectiveness ofdesiccants resulting in mold and corrosion. Place caps or plugs to prevent residuals fromleaking. The gas and chemical system owners (Intel or Contract owners), facility systemowners, and tool owners must jointly perform decontamination, COHE, disconnect,capping, and tagging of supply isolation valves to maintain system integrity. They mustjointly place “Ok to Demo” tags on the POC isolation valves and /or the open end ofchemical and gas lines when flushing, purging and decontamination is complete and at theBreaker Box and POU at the tool after lock out.

Pre Task Plans:Use site-specific Non Standard Work Procedures or Pre Task Plans for all work.Ensure danger control area is appropriate for the work that you are doing (splattering,spills, shielding, etc.).

3.2.1. CUDL forms:The Tool Owner places a CUDL form on the outside of the tool components prior todecon. Once decontamination is complete, the CUDL is physically signed off by safety(DSL2) to verify the tool is decontaminated to the level documented in the CUDL. TheCUDL must be placed on the component and every layer of packaging to ensureanyone coming in contact has access and understands the status of the tool(s) or


part(s), with the exception of the exterior of the crate (refer to the Packing BKM ). FollowSite specific guidance for CUDLs when crates contain components that have notcontacted or contained any chemicals, gases, waters, or hazards. Any residualcontamination remaining in the tool may trigger environmental, safety and/or hazardousmaterials transportation requirements.

· All CUDL edits must be completed by the TO prior to closure signatures. Editsmade after closure signatures are in place will result in the closure signaturesbeing deleted.

· Document the type and quantity of chemical/gas remaining on the eCUDL.When residue remains, contact EHS and the site Hazmat Transportation Shipperfor consultation on how to resolve this issue.

· The site HAZMAT Transportation Shipper will use the “Contamination Residue”information from the eCUDL to complete the proper shipping documents for theequipment.

Note: For 4D applications that involve facility systems (i.e. pipes, exhaust lines only,etc.) the Facility Disposition/Deinstall Tag found in Appendix I may be used in lieu ofthe CUDL and shall be placed at one end of the facility with identifying information.

SWAB tests:Tool/System/Equipment Owners must coordinate with Supplier and EHS on neededSWAB and/or pH tests results prior to vendor-assisted break down for move or install.The results may require several weeks lead-time. The SWAB test does not gate demowork but may gate shipment of the tool as contamination status must be established fortransport/storage.

3.3.Decommission Activities (Primary: PE/MFG Tool Owner, supported by Construction)Decommission is the process of disassociating the tool from automation systems anddisconnecting a tool from the facilities using VF, site, and tool-specific specs &procedures. All utility connections except exhaust, drains, and electrical will bedisconnected and capped with approved caps/plugs. Decommission activities areundertaken by process engineering or manufacturing tool owners, Suppliers, and Systemowners. Decommission Activities will be performed per VF Decon Guidelines and 2Dchecklist for specific tool type.

3.3.1. System interconnects:Disconnect cables required for tool install and wrap/protect connectors to preventdamage. Label cables per site requirements (Example: “Do not cut”). Sites mayprevent cable cutting through design process. If vendor supplied cables MUST be cut toremove from the facility, then notification to the receiving site is required throughTRANS.

3.4. Post 2D Activities – Pre 3DFollow Site specific Demo Safety level 1 (DSL1)/Demo Safety level 2 (DSL2) process. Forsimple tools without drains, exhaust, and electrical, DSL1 and DSL2 may be completed atthe same time.

DSL1:DSL1 = 2D Verification of work. Once tool and sub fab equipment decontamination and

decommissioning are completed per the 2D & Common Tasks Checklists, a walkthrough is completed with the tool Decon Owner, CC, and EHS representative, toensure that the tool is ready to begin the 3D process. The walkthrough ensures at aminimum that the tool is properly decontaminated (“clean & dry”), decommissioned, “OKto Demo” tags are verified, 2D and Common Tasks DSL1 activities are completed,


TRANS audits are completed and tool is ready for handoff to the trades. The DSL1section on the front cover of the 2D checklist is signed off. Some 2D work may require3D assistance post 2D complete and will have DSL1 Punch Listed Items: AWS, Implant,etc.

3.5. 3D - Demolition ActivitiesTool/System/Equipment Demolition consists of disconnecting tool from major utilities,disassembling tool, rigging, packing, crating, and removing all utilities back to nearest Point ofConnection (POC) or Point of Use (POU) per site specifications. 3D is commonly divided intotwo phases. 3D phase 1 is defined as all the 3D work up until DSL2 is completed and toolmove out. 3D phase 2 is defined as the remaining 3D “Demo” work taking utilities back toUtility POC. (Work post tool move out) At completion of 3D Phase 2 the area is returned toclean white space or approved safe state.

3D Phase 1: DisconnectDisconnect, as required, utility connections to tool and support equipment. Disconnectand rebalance exhaust as required. Pull all interconnect cables between mainframe andsupport equipment.

DSL2DSL2 is the walk-through to ensure the whole tool/System/Equipment is ready to move.A walk through is completed with the tool Decon Owner, CC, and EHS representativeand the CUDL hard copies receive their final review and hand signature, prior to the toolmove. This step may be combined with the DSL1 at some sites or for some tools. TheTool/System Owner verifies that all documentation, including the 2D and CommonTasks Checklists DSL2 activities, are completed per site specific processes. The DSL2section on the front cover of the 2D checklist is signed off.

3.5.1. Rigging / Tool Move:The entire tool (fab & sub fab) must be prepared to move from a clean environmentprior to move out. This typically includes removal or securing of any loose items –panels, monitors, etc. It also includes stretch wrap and other preparation specified in theCrating & Packing Spec and OEM supplier requirements. Climate controlled tools mayrequire additional preparation prior to moving to an uncontrolled environment. Toolowners must audit during and after the tool move process to ensure the entire tool withall critical component move with the tool. The intent is to prevent leaving small criticalcomponents behind. Tool owners must also check for any potential impacts or exposedhazards resulting from the tool move.

3.5.2. Packing and CratingPacking and Crating are part of the 3D activities and requirements are detailed in theCrating & Packing Spec. Tools will be prepared to meet the requirements for anypotential shipping location in the world, including, transportation method, and storage.Crate dimensions are critical requirements for transportation. Certain modes oftransportation have maximum height requirements and ground transportation iscoordinated based on dimensions provided. Ensure crate dimensions properly containand protect the tool and ensure dimensions are provided to project team for accuratetransportation coordination.

Tool owners, dockmaster, or PM/CC validate that the crating and packing companymeets the Intel’s crating specifications and to ensure critical or fragile components aresafe guarded from damage during shipping. Fragile pieces must be secured to preventmovement during shipping. Use the TRANS Packing / Crating Checklist to audit the


crating process. TRANS will, in most cases, contain the most up to date list andduplicates in this document and Capital Transportation Equipment Specification (LINK)should be considered reference.

When crating cables, take care not to allow damage to connectors or cable by pilingexcessive weight on the cables. Place cables with tool component when possible, andwrap cable ends to prevent damage.

3.5.3. Documentation BKM in TRANS.This BKM is found at the bottom of the Packing List in TRANS. It ensures all paperwork

is standardized, complete, and placed correctly on the tool components and crate. Referto TRANS Audit Process Flow for details.

3.5.4. 3D Phase 2: Demo back to POC:This involves demoing the utilities back to the first Point of Connection (POC). Thesedemo guidelines establish a standard process that includes procedures for the safe andconsistent performance of tool specific demolition of piping, electrical, architectural andexhaust: See your site Line Break Guideline. Designs and labeling may be incorrect, soensure lines are verified prior to cutting to prevent injury and impact to manufacturingusing site guidelines.

Expect liquids in all systems inclusive of exhaust and plan accordingly to mitigatethrough appropriate site task planning.

Use the sleeving or ringing method to check all utilities. It is critical to verify that thecorrect lines are being cut to prevent injury and impact to manufacturing.

Verify each specific line energy is removed before cutting each individual lines. Dualisolation is recommended or use of site specific BKMS. Contractor should be preparedfor leaks as older systems (valves, etc.) tend to fail.

Include site specific demo information in each section of the (3D) Demo checklists andprocedures. Demo Checklists and procedures consider such differences as:

- Variations in PPE for location (under RMF, elevated work platform, etc.)- Collection of liquids in low points and/or p-traps- Pyrophoric lines – some lines can ignite by cutting- Work area congestion- Environmental conditions (e.g. demolishing an exhaust line in the Subfab vs. in a

solvent storage room.)

Rebalance any systems impacted by the demo (air flows, exhaust).

Ensure loops are installed in water systems to prevent bacterial growth due to deadlegs.

This process assumes full deinstall back to the POC. Any facilities/systems left in place must bedocumented through the exception process noted in Appendix H

3.6.Material Handling Activities (Check Site Specific requirements)

Facility LinesFacility lines removed during the demolition process (includes gas lines, exhaustducting, water lines, BCDS inner and outer tubing) must be dispositioned as soon aspossible. (Recycle, trash, decon facility, hazardous waste). All precautions must be


taken to prevent leaks. Refer to the Waste Disposal Matrix example for disposal,labeling, mitigation, and control. See Site Environmental Engineer for Waste Disposalfor your site. Pyrophoric exhaust and fore lines should be handled with care and mayrequire special procedures to prevent fires.

3.7.Finance and Accounting References

3.7.1. FSM Tool Transfer guidelines

CS Construction Finance Demo referencesProcesses and procedures related to CS construction tool demo (IQ) and basebuilddemo can be found in Chapter 12, Expenses for Capital Projects, in the Project ControlsStandard Policies and Procedures Manual 12 Expense for Capital Projects.

All CS construction projects are required to comply with Construction ManagementProcess manual, CMP, and the Project Controls Standard Policies & ProceduresManual.


4.0. Revision HistoryRevision: 0Section Changed: N/ADescription of Change: Original Document.Date: 6/25/99

Revision: 1Sections Changed: AllDescription of changes: The entire document was updated to reflect feedback from stakeholderinterviews.Date: 8/13/99

Revision: 2Sections Changed: 3,4& Appendix BDescription of changes: Streamlined process to remove any duplicationDate: 10/21/99

Revision: 3Sections Changed: AllDescription of changes: Added general clarification and modified Appendix B to reflect 2 Phase ToolDemo process.

Revision: 4Sections Changed: 3, 5, and 6Description of changes: Added reference to Corporate Audit Tool Re-use checklist and HazardAwareness checklist. Clarified Disconnect and Tag done with TO and System owner. Addedclarification of roles and responsibilities. Added Appendix D – VF Tool Demo Flow Chart. AddedAppendix E – VF Demo Communications Chart.

Revision: 5Sections Changed: AllDescription of changes: Revised document to follow 3D Intel University class. Added Kick-OffMeeting Agenda in Appendix F, and TO checklist in Appendix G. Added scope details in section 1.Updated Appendix D/E.

Revision: 6Sections Changed: AllDescription of changes: Added Table of Contents, hyperlinks, and removed references to NM toprepare document for insertion into VF Demo SOP chapter _ Rev 1. Added crating inventory and 2Dexample checklist.

Revision: 6.1Sections Changed: AllRemoved reference to Retire Audit: VF Combined Reuse and Retire Audit. Added 2D ChecklistTemplate to Annex J. Did not remove requirement for Hazard Awareness Checklist – pending eCUDLrev. 7 and eCUDL.

Revision: 7.0Sections Changed: AllComplete review and rewrite to include TRANS process, updated appendices and checklists. RemovedBase Build SL1-3 checklists. Added reference to the 6D working group and 5D/6D. Added andmodified roles and responsibilities. Removed some redundancies. AJG


Revision: 8.0Sections Changed: AllComplete review and rewrite with VF team to align to 6D vs. 3D. Team included members from allsites from PE, MGF, EHS, and CSC. SOP approved by RIQSC and reviewed by 6D MOC.

Revision: 8.1:Changed reference to IPAR on crates to IPAR # on Shipping memo.

Revision 8.2:Updated 2D Checklist links and TRANS Links. Changed Appendix B to complete DSL1,2 & 3 forms.Added IP removal policy to Decommission step. AJG

Revision 8.3 6/19/07:Updated Roles and Responsibilities

Revision 9.0:Added Project management Information. AJGCleaned up links. AJGReworked Table of Contents. AJG

Revision 10.0:Simplified SOP to reflect Minimum requirements AJG

No Revision change 04/25/2012Added Electrical OK to Demo tag requirements. “Breaker Box and POU at the tool after lock out.”AJG

No Revision Change 05/02/2013Added Appendix G- Roles and Responsibilities AJG

No Revision Change 06/25/2013Updated hyperlinks to Share point site AJG

6D Standard Operating Procedures (SOP), Revision 10.0 – 01JUL2010


APPENDICESAppendix A – Waste Disposal Matrix Example

Material Designation Example Systems Contamination Disposal RequirementsMetal generated fromArsenic/PhosphorusSystems

Process Tool Vacuum Linesand Arsenic Vacuum(Implant Tools)

ExpectedArsenic/PhosphorusContamination

Contact EHS for disposalrequirements/locations.


No expectation ofArsenic/PhosphorusContamination

Wipe pipe sections with DIwater or IPA.

Plastic generated fromArsenic/PhosphorusSystems


ExpectedArsenic/PhosphorusContamination


Metal generated fromSolvent Systems

Solvent/ PRS3000/ Photoresist Drains/ SolventExhaust Duct/ EG Drains

Visible SolventContamination

Place sections of pipe indesignated location.

Solvent/ PRS3000/ Photoresist Drains/ SolventExhaust Duct/ EG Drains

No visible SolventContamination

Ensure material is dry.

Plastic Generated fromSolvent Systems

Plastics Visible SolventContamination

Drum sections of pipe in metaldrums. Put red HazardousMaterial for Disposal (HMDL)label on drum.

Plastics No visible SolventContamination


Metal and Plasticgenerated fromCorrosive Systems

Scrubbed Exhaust Duct/Process Tool VacuumLines/ Acid Waste Drains/Acid Reclaim Drains/ EG3Drains/ Oxide Slurry BCDSLines/ Oxide Surry BCDSDrains and BCDS Lines.

Corrosive Contamination Follow decon procedures.

Metal and Plasticsgenerated fromChromium TrioxideSystems

Chromium Trioxide Tools,Lines, Drains and Exhaust

Chromium TrioxideContamination


Metal and Plastics fromMisc. Systems

Heat Exhaust Duct,PCW/CW/ICW/UPW,PV/HV, Gas Lines andElectrical Components

None Ensure material is dry.

PVDF Piping from theUPW System

UPW piping None Ensure material is dry.

Flow Meters, PressureGauges, ReusableValves, Misc.Instruments

No contamination in gassystems andPCW/ICW/CW/UPW


Material Designation Example Systems Contamination Disposal Requirements



System Hazards Expected Disposal Requirements Disposal LocationsGas Lines(Process/Bulk)

None Follow demo spec. If small enough, take to properrecycling bin, otherwise takedirectly to Recycling Yard.

Oxide Slurry BCDSLines

Corrosive Follow decon procedures. Decon Facility

Oxide Surry BCDSDrains

Corrosive Follow decon procedures. Decon Facility

BCDS Lines Corrosive Follow decon procedures. Decon Facility

BCDS Containment Corrosive (HF, HCl,H3PO4)Oxidizer (H2O2,HNO3)

Follow decon procedures. Decon Facility

Flow Meters,Pressure Gauges,Reusable Valves,Misc. Instruments

No contamination ingas systems andPCW/ICW/CW/UPW

Ensure material is dry. Recycling Yard

ElectricalComponents

None If small enough take to properrecycling bin, otherwise takedirectly to Recycling Yard.

Chromium TrioxideTools

Chromium Trioxide Separate Sinks from the restof tool.

Follow decon procedures forrest of tool.

Sinks go to Hazardous WasteManagement Facility (HWMF)Rest of tool goes to Decon Facility.

Chromium TrioxideLines

Chromium Trioxide Drum sections of pipe inmetal drums.Length of pipe: Poly –35”

Metal – 30”Put red Hazardous Materialfor Disposal (HMDL) label ondrum.

Hazardous Waste ManagementFacility (HWMF)

Chromium TrioxideDrains




Chromium TrioxideExhaust






Appendix B - Example Demo Safety Level 1,2 & 3/ (Demo Safety Sign-off)

DSL1 sign off checklistTool ID: _____________________________________TO/EO/SO: _________________________________________

Functional Area: ______________________________EHS: _________________________________________

DSL 1 – Tool/System/Equipment is Clean, dry and ready for Demo(Some tools require 3D assist before 2D can be completed.)

TASK DATE TO EHS PM/CC

Tool Owner Tasks1) Tool Owner has walked the tool to verify that all the 2D & CommonTasks Checklist tasks required to ensure that the tool is ready for DSL1 arecompleted.2) TRANS Physical and Pre-Demo Audits are in Completed status.3) CUDL numbers are in TRANS.4) Completed 2D and Common Tasks Checklists uploaded in TRANS ifscope only includes DSL1.Process Gases1) Lines are purged and pressure relieved per the 2D checklist.2) Lines are disconnected and Facility POCs are LOTO & capped/plugged.3) Tool POCs are capped/plugged1.4) “OK to Demo" tags have been attached at both ends of lines.5) Decontamination level matches CUDL.BCDS1) Lines have been flushed and pressure relieved per the 2D checklist2) Lines are disconnected and Facility POCs are LOTO & capped/plugged.3) Tool POCs are capped/plugged1.4) “OK to Demo" tags have been attached at both ends of lines.5) pH tests have been performed per the 2D checklist.6) Decontamination level matches CUDL.House Gases: OFA, N2, Ar, H2/He, and process vacuum1) Lines are purged and pressure relieved per the 2D checklist.2) Lines are disconnected and Facility POCs are LOTO & capped/plugged.3) Tool POCs are capped/plugged1.4) "OK to Demo" tags have been attached5) Decontamination level matches CUDL.Water: PCW, DIW and UPW1) Lines are purged and pressure relieved per the 2D checklist.2) Lines are disconnected and Facility POCs are LOTO & capped/plugged.3) Tool POUs are capped/plugged1.4) "OK to Demo" tags have been attached5) Decontamination level matches CUDL.Forelines1) Lines have been purged and pressure relieved per the 2D checklist.



Tool ID: _____________________________________TO/EO/SO: _________________________________________

Functional Area: ______________________________EHS: _________________________________________

DSL 1 – Tool/System/Equipment is Clean, dry and ready for Demo(Some tools require 3D assist before 2D can be completed.)

TASK DATE TO EHS PM/CC

2) Conduct visual inspection of the forelines for any residue orcontamination.3) Lines are capped1 on the tool.4) pH tests have been performed on all the lines as per the 2d checklist.

5) "OK to Demo" tags have been attached6) Decontamination level matches CUDL.

Chillers, Heat Exchangers and Pumps DATE TO EHS PM/CC

1) All the liquids have been removed from the chiller2) Lines/vessels have been purged and pressure relieved per the 2Dchecklist.3) Lines are disconnected and Facility POCs are LOTO & capped/plugged.4) Chillers/Heat Exchangers/Pumps POCs are capped/plugged1.5) Tool POCs are capped/plugged1.6) “OK to Demo" tags have been attached at both ends of lines.7) pH tests have been performed per the 2D checklist.8) Decontamination level matches CUDL.Electrical1) Tool is Powered down and Locked out at Main disconnect.2) All stored potentials are discharged and disconnectedGeneral decontamination1) No visible moisture is present anywhere on the system or in the systemthat could leak or come in contact with personnel during the move out,transportation or storage. Tool owner demonstrates that liquid has beenremoved from the tool. This may require opening of the tool.2) Tool is cleaned of residue, broken wafers, etc.2) All contaminated filters are removed. Lines are capped1 on both ends ofdisconnection except when the capping creates a hazard.LOTO1) Tool Owners will have ownership of all utility LOTO's prior to DSL1.Tool owner will remove their locks and Contractor takes ownership of allLockouts.Labeling/Records1) Ensure pyrophoric exhaust components are labeled.2) 2D checklist completed up to DSL1, cover sheet signed off and posted atthe tool. 3D Book checklist complete.3) All CUDLs are signed online by EHS and Hazmat and posted on the tool.

Issue Owner Commit Date



Notes1. Lines must be capped using caps meant for the particular lines. If caps are not readily available, caps made of

appropriate material and of appropriate shape must be special ordered. Gloves, plastic bags, tape etc. are notapproved capping methods.

2. All lines must be capped on the tool side. Gas lines from PoC to the tool do not have to be capped on either side.Liquid lines from PoC to tool must be capped. The PoC side disconnection must be capped.



DSL2 sign off checklistTool ID: ___________________________________TO/EO/SO: ________________________________________

Functional Area: ___________________________ EHS: _______________________________________DSL 2 – All facilities are disconnected and the tool is ready to move

TASK Date TO EHS CCTool Owner Tasks

1) Tool Owner has walked the tool to verify that all the tasks in the 2D checklist up toDSL2 are completed and signed off2) Tool Owner has validated that the floor is safe to work from after demo activities3) Tool owner has identified adequate staging areas for the equipment4) Tool Owner must audit tool area to ensure all items are shipping with tool during thefollowing times: Pre move, Post move, Pre crating.

Facilities/Utilities1) Exhaust lines are LOTO’ed, disconnected and capped1

2) Drain lines are LOTO’ed, disconnected and capped1

3) Facilities lines are LOTO’ed, disconnected and capped1

4) Electrical lines are LOTO’ed and disconnected. Conduits are capped1

5) All peripheral tool cabling has been pulled and tool is disconnected.Chemical1) Moisture and residues could be generated during Demo tasks. No visiblemoisture or residue is present anywhere in, around or under the tool in the faband support equipment in the subfab.LSS1) Gas detection and other life safety systems such as trace tek, fire detection;MDA, Bacarach, etc. are deprogrammed or terminated appropriately.

Moving parts1) All moving parts/loose components are secured such that they won’t be

damaged and become a hazard during transportationRecords1) 2D checklist completed up to DSL2, cover sheet signed off and posted at thetool. Safety book checklist complete. 2D Checklists uploaded in TRANS.2) CUDLs are posted on tool and support equipment to be signed during DSL2

3) All RCRA Tags have been removed and returned to Site EHS WasteProgram Owner.

Notes1. Lines must be capped using caps meant for the particular lines. If caps are not readily available, caps made ofappropriate material and of appropriate shape must be special ordered. Gloves, plastic bags, tape etc. are notapproved capping methods.

Issue Owner Commit Date



Project Close-out (DSL3)De-install LEVEL 3: Close-outTASK Date TO EHS CC1). All items from 2D/3D Safety Sign-Off (SL2) document and punchlisteditems are complete.2). Verify that Zone utilities are demo’ed back to P.O.C (exceptions must benon hazardous and should be noted on punch list items for PM/CC approval).3). All Utility ID tags, and 2D LOTOs and tags are returned or replaced.4). CC walk through with contractor to generate punch list of open items.Verify all 3d checklists are completed and placed in the safety notebook.(Other members who may be present include EHS, Decon contractor, etc.)Verify redlines if applicable5). All punch-listed items complete signed and returned to CC by GC.6) PM has coordinated design updates to reflect changes in area.

De-install Level 3 Punch listIssue Responsible

PartyCompletionDate

Project Close-out (DSL3) ExampleDe-install LEVEL 3: Close-outTASK Owner Date

DoneInitials

1). All items from 2D/3D Safety Sign-Off (SL2) document andpunchlisted items are complete.

SO/TOCCEHS

2). Verify that Zone utilities are demo’ed back to P.O.C (exceptions mustbe non hazardous and should be noted on punch list items for PM/CCapproval).

CCGCEHS

3). All Utility ID tags, and 2D LOTOs and tags are returned or replaced. SO/TOGCCC

4). PM/CC walk through with contractor to generate punch list of openitems. Verify all 3d checklists are completed and placed in the safetynotebook. (Other members who may be present include EHS, Deconcontractor, etc.) Verify redlines if applicable

PMCCGC

5). All punch-listed items complete signed and returned to CC by GC. CCGC

6) PM has coordinated design updates to reflect changes in area. PMCC



De-install Level 3 Punch listIssue Responsible Party Completion

Date

De-install Level 3 Sign-off – All parties to sign belowOwner Date Name (print) SignatureProject ManagerEHSTOGC


Intel Confidential

Appendix C – 6D Process Flow Chart


Intel Confidential

Appendix D – 2D Process Flow Chart

Drain,PurgeChems

PurgeSpec Gas

& BulkGas

DisconnectTag “Ok to

Demo”

Note: Suppliers may be needed at various times - The projectteam should negotiate best timing for each tool set & ensure theVendors have the appropriate training to start work when weneed.

Collect DemoSafety Book /Tool Folder

Design

Use VF 2D Checklistor

Develop New

2D Start

DSL1

Pre Demo AuditComplete TRANS

Approval (EHS/QA-QC)

Decon – Required Maintenance, Purge, Flush, clean, CUDL Generation, Contact IntelDangerous Goods Shipper if residue remains, SWAB Tests as required

Disconnect & Cap(Not gloves) all butExhaust, Drains,Main Electrical

Drain, DisconnectDecon Sub Fab

Eq., Process Vac.and Waters (loop as

required)

Install Tool ShippingFixtures, Removal of

Proprietary Data,Equipment

Coordinate withReceiving siteTO – Verify Modeof Transportation

Decommission – Shipping Fixtures, Disconnect, “Ok to Demo”, “Do notCut”, EEW, High purity loops, TRANS Audit

Power Down, Lock/Tag; Disassociatefrom Work Stream

CoordinateVendor Work

Tool Owner Owned Milestone, coordinated through CC/PM

CSC FAL/PM/CC owned milestone

Design Team owned Activity

Tool Owner owned Activity, reviewed by CC/PM

Tool Owner Coordinated Activity: Supported by System Owners: B/PCDS, Bulk/SpecialtyGas, Sub Fab Equipment: pumps, chillers, etc.

Hang POCreserved TAGs

CreateTransition(TRANS)

Trans Administrator

Design Team owned activity

ProjectInitiation and Planning

3D Start

Clean/Decon ToolSWAB/pH Test,

CUDLs, Haz ShipCheck

Approval driven by TO, but obtained by multiple sources: EHS, additional TO, SystemOwners, QA-QC, Haz Shippers, suppliers, etc.

RequiredMaint.

Notify LSS/FLSengineer &

Security of 2D

Closed container, Ocean is Default method for International,Closed container default for domestic, unless it does notfit….dims? Air Dims? Need – ATM/SORT included

CheckPoint (1)TRANS

CheckPoint (2)

SOP

TRANSTemplate

Complete

Physical AuditComplete TRANS

2D process Flow


Intel Confidential

Appendix E – 3D Process Flow Chart

DisconnectExhaust, Drains,

Electrical – Test &Balance

Supplier ToolBreak down As

needed

Demo to P.O.CCap as required

DSL2

Tool Move

Pack / Crate

Load Truck 3D Complete

5DDelivery

6DDeployment

4DPSSS Systems

3D StartDSL1Lock Exchange

Complete 2D Punchlist Items & UpdateTRANS Audit with

interconnectinformation

TO TRANSTags Tool

Rigging Pre-MovePrep: Stretch

Wrap, Tip N Tell,other

Rigger PlaceTool on

Crater’s Base– DeliverSeismic

Packing List –Crating

Checklist.Documentation

on crates,crate tags -TRANS tag

DSL3 LOTOexchange

Waste Disposal – ToDesignated point

Tool Owner and PM will utilize the Packing List / Crating Checklist to validate thepacking and crating process. Ensure all panels or loose parts are tied down, verifycompliance with Intel and Or Vendor Crating Requirements. Verify cratingdimensions with meet shipping maximum dimensions

3D PaperworkIssued

Tool Owner Owned Milestone, coordinated through CC/PM

PM/CC owned milestone

Demo Contractor Owned Activity

ISNG Owned Milestone

Crater Packs,crates, labels, &installs cratingfixtures, toinclude Vaporbag / desiccants– (Owns load)

Tool Owner owned Activity, reviewed by CC/PM

PM/CC owned activity

Rigging Contractor Owned Activity

Crating Contractor Owned Activity

6D TRANS Surveys1. Crate Opening

2. Post Supplier Qual

Return 3DPaperwork,Tags, Locks

Print TRANSTags

Trans Administrator

TRANS Incident Report(Create TRANS Transition ifRequired to generate report)

– Issues at Survey

Tool Transfer Coordinator

Tool MoveAudit

Crater Verifies ToolDestination, ship

method, components,Measurements andBuilds Crates/Base

Provide final crate dimensionsto LSC/ Project Construction

Coordinator / Intel TO forcoordination of transportation

and documentation intoTRANS

CheckPoint (5)TRANS

CheckPoint (3)

SOP

CheckPoint (4)TRANS

CheckPoint (2)

SOP

Verify Crating/Packing/

Documentation


Intel Confidential

Appendix F – OK To Demo Tag

Tool ID: _________________________________Demo Contact: ____________________________Phone Number: ____________________________Pager Number: ____________________________Demo Authorized by : ____________Date_______Decontaminated By: ________________________Comment:_________________________________Tag must be applied at both ends of line / clearly visible on equipment

DECOMMISSIONING PROTOCOL: THISEQUIPMENT / SYSTEM HAS BEENDECOMMISSIONED, DECONTAMINATED AND ISREADY FOR DEMOLITION. IF A LEAK OR SPILLIS OBSERVED CALL ERT OR SITE SECURITYAT X-XXXXTag Owner: Facilities Decommissioning Program VWR PN:Rev 1 7/20/2005 Fisher PN:

Tag Front

“OK

TO D

EMO

” “OK

TO D

EMO

”

“OK TO DEMO” “OK TO DEMO” “OK TO DEMO” “OK TO DEMO”

Tag Back


“OK

TO D

EMO

” “OK

TO D

EMO

”“O

K TO

DEM

O” “O

K TO

DEM

O”

“OK

TO D

EMO

” “OK

TO D

EMO

”



0.250 Dia. Hole

8" long

3.5 “ wide

Pink Border is0.500" wide

Lettering is Arial14pt bold

Lettering isArial12pt bold




Intel Confidential

Appendix G - 6D Roles and Responsibilities

Index

1) Intel Project Supervisors, Facilities Managers, and “System Owners” (TCM, FLS, FacilitiesEngineering)

2) Site/Project Environmental Health and Safety (EHS)3) Site 6D SPOC (FSM/PTD/ATM)4) TRANS Transition Admin5) 6D Central Program Managers6) Releasing Site Tool owner7) Receiving Site Tool owner8) SPOC (CSC)9) QA/QC10) 3D Coordinator11) Demo Contractor12) Rigging Contractor13) Crating Contractor14) Dock Master15) Reuse Coordinator16) SAP factory owner17) EDB owner18) Lot Storage Coordinator19) HazMat Shipper20) CEC Capitol Equipment Coordinator21) Site Traffic22) Site Carrier Manager


Intel Confidential

Note: Some roles may be covered by one or more people depending on size of theproject and site direction. Responsibilities may vary by site.

Intel ProjectSupervisors,FacilitiesManagers,and “SystemOwners”(TCM, FLS,FacilitiesEngineering)

Ensure high hazard systems (Pyrophoric exhausts, Ph/As forelines, O2) are identified andthat proper training is in place to handle these materials – Some residues can result inspontaneous combustion when cutting/baggingEnsure that equipment and utility decontamination and demolition guidelines/checklist meetthe requirements of the appropriate Intel guideline. These must be accessible to thoseperforming the work and there must be a comprehensive approval process. Use VF checklistwhere available.Ensure program implementation and adherence to the requirements of Intel guidelinesProvide the appropriate area specific hazard communication and tool Demo training ensuringthat employees have access to MSDS involved. Emphasis being placed on pyrophoric andtoxic materials management.Ensure that all applicable permits, forms, and releases are used, filled out correctly, andsigned during the 6D process.Provide a safe work environment using best known methods. Example: SMBWA participation,task specific audits.

Site/ProjectEnvironmentalHealth andSafety (EHS)

Assist in the development of procedures, documentation, and training – Ensure there is acomprehensive 2D approval and eCUDL review process in place.Administer the VF Decon Program (may designate other to do this), including review of alldecon checklists and demolition procedures, prior to work beginning to ensure there will beminimal residues. Inform HazMat, transportation when there are residues on the eCUDLConduct inspections to review adherence to 6D, Decon Guidelines (DSL1/DSL2 or CUDLsignoff in OR)· Verify no large quantities of liquids remain· Verify Tool Cleanliness (Decon)· Verify HPM Final Filters have been removed· Verify tool is Capped to prevent residual leaks and out-gassing problems· Sign eCUDLParticipate in 2D checklist approval as needed and ensure the tool will meet VF DeconGuidelines as well as Hazardous Transportation & Environmental guidelines.Review all decon/demolition work plans prior to work beginning May not be required atsome sites.Coordinate completion of hazard assessments when requestedEnsure that appropriate training information is currentParticipate in demolition/decon workarounds

Site 6D SPoC(FSM/PTD/ATM)

Own & influence site 6D indicators, performance, and compliance to 6D; Role iscommensurate with GL + levelRecognized as Single Point of Contact for all site tool demo (Program level over-view)Develop site 6D business model and communicate to 6D Central group.Program management of following:• Key communications to site Key Stake Holders/Business Units (Rec/Rel site)• Training on 6D SOP, Crating Spec, TRANS and site processes.• use of 6D SOP and Crating Spec• use of TRANS• use of VF Crating Checklist• use of 2D Checklists• use of Checklist Review Board• Financial guidelines (bill back)


Intel Confidential

Drive integration of 6D into Site Projects Plan:• Ensures the TRANS business process is followed.• Schedule exceptions• Participate in 6D WG, review issues w/ factory manager.Own 6D related incident coordination, escalation and resolution.Assist Reuse Coordinator, Tool transfer coordinator, and Trans Admin in driving systemscompliance.Ensure forums and organizational structures are in place to achieve MFPP results forReuse tools.

TRANSTransitionAdministrator

Responsibilities – Releasing SiteWatch site schedule for upcoming demo events for any disposition; create transitions atleast 10 weeks prior to decon start for allocated, resale & excess tools and assignreleasing site transition owner, Physical Audit Owner & Pre-Demo Audit Owner.

Notify Releasing transition owner if TRANS template does not exist for their tool and directuser to Template Creation Guide.Audit and move Physical & Pre-Demo assessments from Review to Accepted status.Print and manage TRANS tags.Train and update tool owners and site users/auditors on the TRANS system.Act as primary point of contact for site TRANS users.Log support, issue and enhancement tickets as needed in the CCSD issue tracker.Establish the factory/site TRANS business process in accordance with 6D guidance andensure it is followed. Communicate that process with the 6D core group.Participate / coordinate testing of new functionalities prior to implementation, if needed.Zebra Printer maintenance. Order labels.Make any site-specific modifications to the TRANS training materials, if needed, only with 6Dgroup approval.Create and maintain TRANS plant/site awareness.Responsibilities – Receiving SiteAssign Receiving site transition owner when notified.


Intel Confidential

6D CentralProgramManagers

ATM/FSM/PTD/CS Point of Contact for Reuse tools most efficient decontamination of tools tonew deployment in order to Aid in Ramp.Drive multi-organizational forums in order to maintain integrated business processes.Lead FSM/ATM/CS to be consistent in application of 6D programEscalation of critical 6D issues to FSM/ATM/CS managementFacilitate continuous improvement of 6D processes and programMaintain relationships through updates FSM/ATM/CS management on overall progress of 6DprogramModel resource requirement for effective site 6D program; define central resourcerequirementsCheck-ins for site that are observed to have problemsFacilitate 6D orientation/training for new sitesFormal process for updates to system/program

Establish and manage 6d program procedures and roadmaps; expertise in 6D program

Manage and provide Central Indicators and data

Stay current on regulatory activities to ensure 6D program is compliant with regulatoryrequirements (Update systems and specs)• SOP• Crating Spec• Trans• Infrastructure (database) for managing 6D

Chairs biweekly meeting of VF Tools Transfer Coordinators to identify transfer issues anddrive adherence to the transfer process

Communicates issues encountered to all sites

Publishes tool transfer indicators

Publishes 6-week transfer look ahead report

ReleasingSite ToolOwner

Trans

Perform Functionality Test; provide tool performance information to the receiving site.

Creating a TRANS template if needed.

Support the audit, based on agreements in pre-audit meeting.Ensure Audit is performed (receiving site present or performed locally). NO DEMOS BEGINWITHOUT AUDIT COMPLETED and cannibalized parts returned.Responsible for putting TRANS Physical and Pre-demo audits into Review status.TRANS tagging components and crates. Following 2D documentation BKM.Verify crating size and contents with Rigger/Crater, and update TRANS with crate dims andweights.Coordinate Long Lead Items required for Demo: such as shipping fixtures, OEM data forcrating (Appendix H for Crating Spec), 2D Checklist, etc.Obtain a copy of the original EDB entity details if available and mark items for reuse.Communicate the items that are not crated or reused to the Site NTM Reuse Coordinator tobe posted as excess.Manage DemolitionManage Tool Move Out -Conduct Pre/Post Move and Crating inspections to ensure tool iscomplete are ready to ship May not participate at some sites.Generate eCUDL forms


Intel Confidential

Provide Cannibalization forms if applicableProvide Dangerous Goods Documentation to Shipping (if applicable) i.e. MSDSSubmit SM, CUDL, and IPAF/IPAR to Tool Move In CoordinatorCoordinates the bulk of the work associated with actual 2D workResponsible for completing appropriate decon trainingResponsible for understanding Intel Crating & Packing Spec for Reuse tools and for providingAppendix H to the Intel Crating & Packing Spec – Tool Owner Data Sheet to CraterResponsible for creating a 2D checklist and presenting it to the Checklist review board forapproval if needed.Creating eCUDL templates & obtaining EHS and Hazmat approval.Inspect tool move out path with Micro Contamination during scheduled walk.Complete Crating Checklist with Rigger/Crater as crates are packed (Done in conjunction withDock Master to ensure tool is shipped safely and crating meeting crating SOP).Coordinate work with vendors as needed.

ReceivingSite ToolOwner

Schedule a pre-audit meeting with the releasing site tool owner, receiving site tool owner,supplier resources, other technical resources (if required) and CED CM or tool owner (ifrequired).Trans

Level on audit expectations with the releasing site.Initiate conversation with releasing site to schedule the physical audit; receiving site ownsmaking sure audit happens; releasing site has a secondary responsibility to make sure thetool is audited before it leaves the factory floorAccept Physical and Pre-Demo Audits in TRANS.Obtain copy of receiving site EDB Entity Details and reconcile with releasing site EDB EntityDetails to maximize EDB item reuse.Schedule 2nd audit if necessary.Obtain relevant audit material (config Spec, conversions options sheet, etc.) for the audit.Order the conversion kit, if necessary.Drive resolution of issues that arise in the transfer.Compares Releasing Site Entity Details to Receiving Site Entity Details for Reuseopportunities.Auditor will follow the EDB HOT PR and EDB Site Change Control Processes.

Note: These roles are not owned directly by 6D WG, but we can influence role changes. They also may varyslightly by site.


Intel Confidential

SPoC (CSC) Manage project Scope, Schedule, Budget, Resources according to 6D SOP & Crating &Packing SpecCo-manage with Plant SPoC to ensure Reuse projects are ready to execute within CSDrive project programming, initiation, execution, and closeoutSites may identify a single site CSC 6D expert, if not identified & trained, CSC 6D ProgramManager will assist with these rolesJointly Train with site Plant SPoC, 6D requirements to CSC resources: GL, PM, CC,contractors as required by siteAssist Project owner with Planning/Initiation/TrainingCo-Manage project compliance with 6D SOPEnsure TO, & Craters trained on use of TRANS Packing List: Inventory of cratesWork with EHS to ensure there is a plan to support eCUDL & Decon reviewVerify that site specifications and utility specific checklist (example), VF Decon guideline, 6DSOP, Intel Crating & Packing Spec, and Intel Capital Equipment Transportation Specs(transportation requirements) are followed and available throughout the 2D and 3D process.Ensures adequate training is in place for all personnel.Provides Scope, Design Review and documentation, drive project schedule and micro-schedules, budget, and key Contacts.Manages & coordinates Contractor Resources to meet schedule: 2D support, ToolDisconnect, Tool Specific Demo to P.O.C, Waste/Recycle, Rigging/Crating,Transportation/Storage CoordinationEnsures daily communication and coordination occur between all parties in the project.Drives Kick-off Meeting with Key Contacts/White Board Updates2D: Execution primarily owned by FSM/PTD/ATM, supported by CSC/CS– Drive Kick-off Meeting– Drive Milestone and tool micro-schedule development to meet project Schedules– Contract or coordinate 2D support resources: early contracts, automation supportor CS support (Gas, Chem, Sub Fab, etc.)• Varies by site (ID who will 2D sub fab equipment, purge, flush gas/chem)– Ensure contractors are available to assist TO with 2D• Electrical, High Purity Water Loops, etc.– Automation Equipment – ID last time needed and when automation will pick-upexcess3D: Execution primarily owned by CSC, supported by FSM/PTD/ATM– Coordinate Disconnect, Move out, Packing & Crating– Drive DSL2 process– Ensure TO engaged with pre/post move audit– Ensure TO engaged with pre/post crate audit– Ensure Crating Spec is followed– Manage utility demo from tool to first Point of Connection (POC)4D: Execution primarily owned by CSC Basebuild PM– Ensure compliance with CMP Chapter 21– Manage Scope based on customer needsThis person should drive getting the right resources to accomplish:• CS resources• EHS resources

QA – QC Assist Tool owner as required to prevent impacts to MFG & to coordinate with contractorsupport.Participate in Safety Sign-offs, as required by site, to ensure safe hand-offs occursMonitor 2D / 3D process to ensure Intel’s guidelines are maintained throughout construction


Intel Confidential

Additional QA/QC may come from dedicated MFG techs during a large scale Demo:– Safety Techs – augment ERT to directly support the project and validate Deconcompleteness and general safety– CCs – may be hired with a specific System background (Architectural,Mechanical, Process Piping, or Electrical) and assigned to a Functional Area to facilitate the6D Process

Note – Recommend for large Demo Projects

3DCoordinator

Is the central HUB of all purging/flushing/capping of systems. This role can be covered by aCS Engineering Tech (sub Fab/TCM expert), Experienced Tool Owner for large projects orConstruction Coordinator for smaller projects. For large projects, this role is recommended tobe a CS Engineering/TCM expert that is a direct conduit back to Facilities Engineering.Is the central HUB of all purging/flushing/capping of systems.

Coordinate activities between tool and system owners, process engineers, EHS rep., PM/CCsand managers.Coordinate bulk/specialty gases, TCM/LSS/subfab resources to support factory 2D scheduleAssist TO in developing 2D checklist and locating system shut-offs. Work closely with PM /CC to ensure 2D activities are completed prior to 3D start.Ensure tool/system owner/process engineers are trained to complete decommission anddecontaminationAct as a logistical center for ordering all required locks, tags, tape, and other project-specificparts and equipment

Owned by CSC - Contracts

DemoContractor

Ensure compliance with all Intel specificationsDo not cut vendor supplied interface cables between Fab and Sub Fab – escalate to tool ifnot work around can be found.Stop the Job and escalate are required to maintain a safe environmentTake ownership of all facilities at DSL1 and swap locks with Tool Owner per siterequirements. Return LOTO devices (clamshells, etc.) to tool owner. OR does not have aDSL1 and locks are swapped as ownership changes.

Owned by CSC Contracts

RiggingContractor

Verify with tool owner that appropriate internal Shipping Fixtures are in place prior to movingtool.Ensure tool has protective Stretch/Shrink wrap around entire tool prior to moving into nonclean room environment unless directly by projected team.

Ensure all panels, loose parts are tied or strapped down prior to movement

Coordinate tool movement from factory floor to the dock

Owned by CSC Contracts

CratingContractor

Ensure OEM Supplier, Crating & Packing Spec and Intel Capital Equipment Transportationspec are followed – See Spec for details.Participate in crating walk with tool owner prior to building cratesCoordinate with Tool Owner/Project team on tool crating/packing requirements. See of theCrating Spec. Check for OEM crating Spec, existing drawings for CEID, Reuse Crates.Provide Final crating Dims to Tool Owner for entry into TRANS.Ensure TRANS Packing List is being followed during crating.Ensure required Shipping Monitors are placed on tool prior to movement – Tip N Tell, impact-o-graph, etc.

Owned by CSC ContractorDock Master(CC or TO)

Role can be performed by CC/PM or tool owner, but a dedicated resource is highlyrecommended for large scale projects.Coordinates with various Intel personnel to ensure Intel/Vendor are complied with.


Intel Confidential

Coordinates all aspects of shipping preparation with Intel personnel and contractorsWorks closely with TRANS Admin, Reuse Coordinator and Tool owner to coordinatecompletion of TRANS tagging, packing/crating, and inventory.Verifies TRANS Packing List and Crating Process Flow Checklist - Appendix A and AppendixC of the crating spec are used. Drives Tool owners to audit the crating and packing processto ensure critical or fragile components are safe guarded from damage during shipping.Ensures required documentation goes with tool: TRANS summary, 2D Checklist, eCUDLs,Packing/Crating Checklist, and TRANS component and crate tags.Monitor crating log for accuracy and alert contractor when changes are capturedCoordinate crating/Reuse exceptions to normal process flow by alerting traffic coordinationwhen tool supplier provides crating or any other case where crating contractor is not required.Appendix E & Appendix F of the Crating Spec.Populates crating log with S/M information and distributes to Traffic, Masthead Cratingcompanies, UVL, SDBChair dock team meeting to review four-week look ahead for all tools docking relatedmovements, Reuse delivery schedule and Boston warehouse issues.Attend move in meeting to discuss two-week look ahead.Receive shipping memos, CUDL forms, IPAFIPAR forms, Cannibalization, CannibalizationformsCoordinate crating by populating crating log with shipping memo information (required dockdate, time and destination)Deliver all shipping documentation to shipping department prior to any item shippingMonitor crating log for accuracy and alert contractor when changes are capturedCoordinate crating/Reuse exceptions to normal process flow by alerting traffic coordinationwhen tool supplier provides crating or any other case where crating contractor is not required

Owned by IEReuseCoordinator

VF members coordinate & negotiate tool allocations within the VFEnsure allocation links are valid & align EMS/SAP CFD datesGenerate for all excess tools directly transferring to another siteTools moving to local warehouse for period of time owned byTool Owner (Temp Storage IPAR) –Submit IPAR for required approvalsCommunicate IPAR # on Shipping Memo and provide both numbers (Shipping/IPAR) toreceiving site Reuse Coordinator via emailSubmit Automated Shipping Memo (ASM). Copy Tool Transfer Coordinator & Lot StorageCoordinator before tool moves to releasing site dockPrimary Contact for MFPP via the RACE JITUnit Cost consistent with relative IPAR NBV (NM LSC handle shipping memos and IPAR #, inOR TTC does this)

Owned by FinanceSAP Factoryowner

EMS/SAP alignment (Include Demo Start Date so EMS / P3 aligned)PR generation.

Owned by VFC EDB groupEDB Owner Excess.

Generates all Conversion Tool & NTM PR’s.Generated the EDB Audit Scrub Report for each tool.Faxes Conversion PR’s to CED.Ensures Site Change Control process is followed by Auditor.Sends EDB Audit Scrub Report to Auditor after 1:1.Reviews “Excess” list with Auditor for internal reuse opportunities.Keeps EDB updated with DNO per Reuse from Excess.


Intel Confidential

Owned by CPLG.Lot StorageCoordinator

Provide temporary and surplus storage.Input all tools in the Warehouse management System (WMS).Remove tools from WMS once issued.Confirm all paperwork completed and tag crates for temp or surplus storage.Confirm all paperwork completed (IPAR, eCUDL, IPAF, Re-Use paperwork, shipping memo,etc.) and required data is on crates (TRANS Tags, Crate Tag, eCUDLs, 2D Checklist) forshipment for lot storage.Relay all paperwork to supplier warehouse personnel for shipments.Assist in warehouse audits or re-crating as required; Appendix D Crating Spec.

HazMatShipper

Review eCUDL template form to establish whether tool /item qualify under Dangerous Goodscriteria. Provide approval to eCUDL where required.

Contact Tool Owner for Dangerous Goods support paperwork (MSDS as needed, supplier specand any other information necessary for shipping).Approves if tool /item can ship if containing hazardous materials including dictating any modalrestrictionsIreland Specific: Issues EHS/HazMat ND Authorization # for any tools shipping offsite or going intostorage in the absence of EHS Decon Program Sponsor who is main POC for ND #’sParticipates in physical inspection of tool/item and eCUDL sign off prior to crating and escalatesany issues accordinglyResponsible to ensure the tool/item ships correctly as per the appropriate hazmat transportationregulations (DOT, IATA, IMDG, ADR) including but not limited to packing, labeling, marking anddocumentationContacts:http://cplg.intel.com/logistics/wto/Hazmat/New%20Webpage/Front%20Page%20Documents/HAZMAT_SUPPORT_Contacts.docx

CEC –CapitalEquipmentCoordinator

Coordinates with UVL dispatch intrastate and interstate.Interface between dock coordinator and UVL to determine transportation type (climate, flatbed, air ride, etc.) and load order / configuration.

Participates at tool move-in meeting as requested.Insure that ramp logistics stakeholders are aligned.IE, IQ, SCPM, Dock Coordinators, and Capital Equipment Coordinators• Support Site TrafficPurchasing Interface (CED).Acts as coordinator between carriers.Assist in alternative transportation.OceanRerouteDowngradeParticipate in overall ramp strategy at stakeholder meetingsAttend ramp meetings (as needed).Freight claimsApproves expedite or regular transit must communicate with CEDWork with reuse coordinator for IPAR’s, zero dollar PO’s, shipping memosWizard receivingReview DSR informationAssist SIMS/NITS or other inventory management system data entry

Site Traffic Enter shipping memo information into Aristo (ISM) shipping tracking system


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Point of contact for equipment tracking (if necessary)

Documents prepared upon export licensing approvalAssist in international “handoff”

Site CarrierManager

Set-up routings guide.

Assist in alternative transportation.OceanRerouteDowngrade

Manage Capital Transportation Suppliers.OTDClaimsQualitySecurity


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APPENDIX H

DSL ExceptionProcess


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Appendix IFacility Disposition Deinstall Tag


Intel Confidential

Appendix J (One Liner Documents)

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Intel CEHS AddendumRev 09/09/2015

Applicability: These requirements apply to all Contractors, Subcontractors, and Material Suppliers who provideservices or materials for construction projects on Owner campuses.

Required Components of Environmental, Health and Safety Plan: The following shall be included in the Contractor’sEHS Plan.

1. Contractor Pre-Qualification. As part of the EHS Plan, the procurement portion of the PEP mustcomprehend the following when considering potential Subcontractors and Material Suppliers and identifythe process by which these requirements will be executed:

a. Ensuring each proposed subcontractor has above average EHS performance statistics. Specifically:i. EMR ratings of 1.0 or lower for last three years

ii. Lagging Indicators:1. Recordable Rate <= 4.02. Days Away Case Rate <= 0.83. Zero (0) Fatalities in last 12 months

b. Contractors and Subcontractors bidding and performing work on Owner construction projects arerequired to enroll in the Contractor Safety Assessment Program (CSAP) administered by ConstructSecure Inc. To enroll in CSAP log onto the application at: http://www.constructsecure.com/intel. Createan account and enter the required safety information.

i. Contractors that DO NOT perform construction work/labor activities in the field, but are more ofbasic office dwellers or off-field support, DO NOT need to enroll in CSAP but will still need tomeet 2.a.i above.

1. Considered labor work if any of the 5 OSHA fatality programs apply to constructionwork/labor activities in the field (fall protection, confined space, energized electrical,LOTO, Mobile Elevated Work Platforms)

ii. Contractors bidding on scope of <$100k DO NOT need to enroll in CSAP prior to bid but will stillneed to meet Integrator Safety Prequalification criteria

1. NOTE: When a Contractor has been awarded the scope they must enroll in CSAP if theyperform construction work/labor activities in the field regardless of cost of scope.

iii. If the contract/award is so small that badging and training is not required and the Contractorwill be accompanied/escorted at all times, and then has the choice to not have the Contractorput through CSAP, but they must escort/oversee all work and own all aspects of safetyperformance.

2. EHS Information Management. The Contractor shall keep and maintain for each Subcontractor andMaterial Supplier project headcount hours and OSHA recordable injuries. The EHS Plan shall describe howthe Contractor will input EHS data into the Owner-designated information system (Contractor Safety WEBApplication https://supplier.intel.com/fctweb/).

3. Incident Reporting & Investigation. The EHS Plan must describe how Contractor will report safetyincidents, including the following minimum requirements:

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a. Reporting: Report all incidents to Owner point of contact in accordance with time line below.i. Serious Near miss – within 24 hours

ii. All OSHA Recordable Injuries within 1 hour of their occurrence (Exception: Fatality – uponoccurrence)

iii. Environmental releases – within one hour of their occurrence

4. Work Coordination / Site Incident Prevention Program: For Projects where the Owner has a Site IncidentPrevention Program (“SIPP”) in place, the EHS Plan must describe the resources and methods to be used inimplementation of the Owner’s SIPP program. NOTE: Some Owner sites are moving to an alternate workcoordination program in lieu of a SIPP. In these sites the Integrator/Coordinator will use the alternateprogram. For Greenfield sites where an Owner SIPP does not exist, the Integratory/Coordinator safety planshall outline a permit to work program to ensure there is trade/work coordination to preventincidents/injuries from occurring.

5. Confined Space Management

a. A confined space is any space that:i. Is large enough and so configured that an worker can bodily enter (any portion of the body) and

perform assigned work,ii. Has limited or restricted mean for entry and/or exit, and

iii. Is not designed for continuous occupancyb. A non-permit confined space is a confined space that does not contain any hazard capable of causing

death or serious physical harm nor has the potential to contain an atmospheric hazard.c. Permit Required Confined Space - is a confined space that has one or more of the following

characteristics:i. Contains or has the potential to contain a hazardous atmosphere,

ii. Contains a material that has the potential for engulfing an entrant,iii. Has an internal configuration such that an entrant could be trapped or asphyxiated by inwardly

converging walls or by a floor which slopes downward and tapers to a smaller cross section, oriv. Contains other recognized serious safety or health hazard.

d. All contractors must ensure all confined spaces are identified and managed using documented siteconfined space management methods.

6. Fall Protection

a. Equipment and systems will be designed and implemented based on the project safety plan to ensurethat fall protection is provided and used. Elements of the project safety plan will include methods toensure appropriate anchorages are provided throughout the Worksite. Work with fall exposures thatexceed 6 ft. requires a fall protection safety plan designed specifically for that Worksite. The plan mustbe submitted to the Owner prior to any Work.

b. All workers on Owner premises must use 100% fall protection such as life lines and railings whenworking within 6 feet of open-sided roofs, ledges, catwalks or when parapets are less than 42 incheshigh. Workers must be tied off 100% of the time when exposed to a fall, which may require a doublelanyard system.

c. All open holes or leading edges on roofs, floors etc. where a fall hazard of 6 feet or greater exists mustbe protected using fall protection, safety netting or standard guardrails. If the use of fall protection,safety netting or standard guardrails is infeasible or adds a greater hazard to workers an approvedalternate fall protection plan must be developed. The alternate fall protection plan must be approved bythe Owner Construction EHS manager.

d. Approved full-body harnesses (no belts) will be worn when exposed to a fall of 6 feet or greater.

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e. Daisy chaining of fall protection devices is prohibited.f. The use of 100% fall protection systems and equipment is mandatory. Any worker found in violation of

fall protection requirements is subject to removal from the Worksite.g. If and when a static line system is utilized, documentation will be required to demonstrate the

effectiveness of that system.h. All personnel who might be exposed to fall hazards will be trained and training records will be available

at the request of the Owner. The written certification record shall contain the name or other identity ofthe worker trained, the date(s) of the training, and the signature of the person who conducted thetraining or the signature of the worker’s employer. If the worker’s employer relies on training conductedby another entity or completed prior to the effective date of this section, the certification record shallindicate the date the worker’s employer determined the prior training was adequate rather than thedate of actual training.

i. Covers for holes in floors, roofs, and other walking/working surfaces shall meet the followingrequirements:

i. Covers located in roadways and vehicular aisles shall be capable of supporting, without failure, at leasttwice the maximum axle load of the largest vehicle expected to cross over the cover.

ii. All other covers shall be capable of supporting, without failure, at least twice the weight of workers,equipment, and materials that may be imposed on the cover at any one time.

iii. All covers shall be secured when installed so as to prevent accidental displacement by the wind,equipment, or workers.

iv. All covers shall be color coded or they shall be marked with the word "HOLE" or "COVER" to providewarning of the hazard. The labeling shall be in English and in the primary language for the country thework is being completed.

v. Note: This provision does not apply to cast iron manhole covers or steel grates used on streets orroadways.

7. Control of Hazardous Energies

a. A lock and tag are required for each worker at all points of stored energy. Group lockout is not allowed.b. Each lock shall have only one key that is controlled by the individual performing the work on the energy

being controlled.c. In coordination with the Owner, shut down the equipment or system using normal shutdown

procedures.d. Isolate the equipment or system by operating the switch, valve, or other energy-isolating device. Block,

bleed down, or otherwise control all stored energy.e. In coordination with the Owner, verify that isolation and de-energization has been accomplished by

attempting to operate the equipment or system and verifying with appropriate diagnostic equipment.Electrical Energized Work (EEW) procedures must be employed until work area has been tested andproven to be de-energized.

f. Each person working on the equipment or system must secure each energy-isolating device with a lockand tag.

g. Prior to startup, check the equipment or system to ensure it is in safe operating condition with allguards, etc. in position.

h. Notify all affected workers and the Owner (if appropriate) that lockout/tagout is being removed.i. In coordination with the Owner, restore power source and verify safe operating conditions.j. Contractors shall adhere to the site policy for abandoned lock removal (Appendix C). This policy must at

a minimum, ensure an attempt is made to reach the worker who attached the lock. If the worker cannotbe reached, verification must be made that the worker who applied the lock is not at the facility. Thismust include a walkthrough of the equipment effected by the lockout, and the worker must be notifiedof the lock removal prior to resuming work.

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8. Section 2.26: Trenching and Excavations

a. Prior to excavation all appropriate site permits must be obtained and task specific instructions followed.b. All surface encumbrances that are located so as to create a hazard to workers shall be removed or

supported, as necessary, to safeguard workers.c. The estimated location of utility installations, such as sewer, telephone, fuel, electric, water lines, or any

other underground installation that reasonably may be expected to be encountered during excavationwork, shall be determined prior to opening an excavation and at least 10' (feet) (3.3 meter) down duringthe work.

1. All utilities will be hand dug within 2' (feet) (0.6 meter) in all directions next to any suspectedlines.

2. Hydro excavation should be considered in places where no safe excavation practices can beensured. (Hydro-excavation technology provides a non-destructive means to safety locateutilities and complete precision excavation)

d. Structural ramps that are used solely by workers as a means of access or egress from excavations shallbe designed by a competent person and structural ramps used for access or egress of equipment shallbe designed by a competent person qualified in structural design, and shall be constructed in a way thatwill meet requirements to satisfy CFR 1926.651 (c) (1) (ii-v), (OSHA Construction Standards).

e. A stairway, ladder, or ramp shall be used as a means of access or egress in trench excavations that arefour (4') feet (1.2 meter) or more in depth. The ladder(s), stairways(s), or ramp shall be spaced so thatno worker in the trench excavation is more than twenty-five (25') feet (8 meter) from a means of egress.When ladder(s) are employed, the top of the ladder shall extend a minimum of three (3') feet (1 meter)above the ground and be properly secured.

f. When excavations are exposed to vehicular traffic, each worker shall wear a warning vest made withreflective or high-visibility material.

g. Workers shall not be permitted underneath loads handled by lifting or digging equipment. Workersshall be required to stand away from any vehicle being loaded or unloaded to avoid being struck by anyspillage or falling material.

h. When mobile equipment is operated adjacent to an excavation, or when such equipment is required toapproach the edge of an excavation, a warning system shall be utilized such as barricades, hand ormechanical signals, or stop logs. If possible the grade should be away from the excavation.

i. Where oxygen deficiency or a hazardous atmosphere (atmosphere containing less than 19.5% oxygen)exists or could reasonably be expected to exist, the following shall apply:

i. The atmosphere in the excavation shall be tested before workers enter excavations greater than 4 feet(1.2 meter) in depth.

ii. The area shall be continuously ventilated until the oxygen levels are above 19.5%.iii. The area shall be ventilated until the flammable gas concentration is below 10% of the lower flammable

limits.iv. The area shall be monitored continuously to assure that workers are protected.v. Adequate precautions including proper respiratory protection or ventilation shall be taken to prevent

exposure.vi. Excavations greater than 4 feet (1.2 meter) in depth and less than 15 feet (5 meter) wide must be

evaluated to determine if they are permit required confined spaces or not.j. Emergency rescue equipment, such as breathing apparatus, a safety harness and line, or a basket

stretcher, shall be readily available where hazardous atmospheric conditions exist or may reasonably beexpected to develop during work in an excavation. This equipment shall be attended when in use. Incertain applications, a harness and lifeline may be required to enter an excavation. Owner sites musthave on-site rescue equipment as stated above, or alternative methods may be used as long as theymeet the intent of section "Program Requirements ix".

k. Workers shall not work in excavations where there is accumulated water, or in excavations in whichwater is accumulating, unless adequate precautions have been taken to protect workers against thehazards posed by water accumulation.

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i. If water is controlled or prevented from accumulating by the use of water removal equipment,the water removal equipment and operations shall be monitored by a competent person toensure proper operation.

ii. Workers shall be protected from excavated or other materials or equipment that could pose ahazard by falling or rolling into excavations. Protection shall be provided by placing and keepingsuch materials or equipment at least two (2') feet (0.6 meter) from the edge of excavations or bythe use of retaining devices that are sufficient to prevent materials or equipment from falling orrolling into excavations, or by a combination of both if necessary.

iii. Where the stability of adjoining buildings, walls, or other structures is endangered by excavationoperations, support systems, such as shoring, bracing, or underpinning shall be provided toensure the stability of such structures for the protection of Workers.

iv. An excavation below the level of footing of any foundation or retaining wall that could bereasonably expected to pose a hazard to workers shall not be permitted except when:

l. A support system, such as underpinning, is provided to ensure the safety of workers and the stability of thestructure.

m. The excavation is in stable rock.n. A registered professional engineer has approved the determination that the structure is sufficiently removed from

the excavation so as to be unaffected by the excavation activity.i. Sidewalks, pavement, and appurtenant structure shall not be undermined unless a support

system such as shoring is provided to protect workers from the possible collapse of suchstructures.

ii. Daily inspections of excavations, the adjacent areas, and protective systems shall be made by acompetent person. (Competent person responsibilities should be seen for requirements).

iii. Where workers or equipment are required or permitted to cross over excavations, walkways orbridges with standard guard rails shall be provided.

iv. Adequate barrier physical protection shall be provided at all remotely located excavations. Allwells, pits, shafts, etc., shall be barricaded or covered. Upon completion of exploration andsimilar operations, temporary wells, pits, shafts, etc., shall be backfilled.

v. Personnel Protective Systemso. Workers in excavations shall be protected from cave-ins by an adequate protective system, which shall be

inspected by a competent person. The adequate protective system should be from a manufacturer or approved bya registered professional engineer.

p. The uses of protective systems are required for all excavations, in excess of (5’) feet (1.5 meter), except when theexcavation is within stable rock.

q. Trench excavations less than (5’) feet (1.5 meter) in depth may not require the use of protective systems, unlessthere is evidence of a potential cave-in. The competent person shall determine the need for use of protectivesystems when such conditions exist.

r. When sloping, benching, or protective systems are required refer to requirements in CFR 1926.652 (OSHAConstruction Standards).

s. Whenever support systems, shield systems, or other protective systems are being used, a copy of themanufacturer’s specifications, recommendations, and limitations sheet shall be in written form and maintained atthe job site.

i. Placement Requirements for Steel Trench Plate Bridgest. Excavations made in concrete must have the steel trench plate(s) at a minimum overlap of 12 inches (0.3 meter)

from the edge of the excavation.u. Excavations made in asphalt must have the steel trench plate(s) at a minimum overlap of 18 inches (0.5 meter)

from the edge of the excavation.v. Excavations with no pavement must have the steel trench plate(s) at a minimum overlap of 30 inches (0.75 meter)

from the edge of the excavation.w. Asphalt patching material must be used on paved roads, and compacted soil should be used on unpaved roads to

anchor plates.x. Trench plates are required to cover all trench/excavations on roadways, pedestrian walkways where an alternate

route cannot be used, and if an alternate route can be established the trench/excavation must be barricaded.

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y. Trench plates used on trench/excavations greater than (2’) feet (0.6 meter) in width or greater than (3’) feet (0.9meter) in depth must utilize hydraulic shoring to support the trench walls.

z. These requirements are the minimum standards; vendor standards may be more stringent and must be followed.aa. Note: Trenches/Excavations utilizing trench plates that are left open greater than 24 hours must utilize hydraulic

shoring to support the trench walls. (Any exceptions must be cleared by site EHS.)i. Definitionsii. Aluminum Hydraulic Shoring: A pre-engineered shoring system comprised of aluminum hydraulic

cylinders (cross braces) used in conjunction with vertical rails (uprights) or horizontal rails (whalers). Suchsystem is designed, specifically to support the sidewalls of an excavation and prevent cave-ins.

iii. Benching (Benching System): Means a method of protecting workers from cave-ins by excavating thesides of an excavation to form one or a series of horizontal levels or steps, usually with vertical or near-vertical surfaces between levels.

iv. Cave-in: The separation of a mass of soil or rock material from the side of an excavation, or the loss of soilfrom under a trench shield or support system, and its sudden movement into the excavation, either byfalling or sliding, in sufficient quantity so that it could entrap, bury, or otherwise injure and immobilize aperson.

v. Competent Person: One who is capable of identifying existing hazards in the surroundings or workingconditions that are unsanitary, hazardous, or dangerous to workers and who has authorization to takeprompt corrective measures to eliminate them.

vi. Confined Space: A space that: (1) Is large enough and so configured that a worker can bodily enter andperform assigned work; (2) Has limited or restricted means for entry or exit; and (3) Is not designed forcontinuous worker occupancy.

vii. Excavation: Any man-made cut, cavity, trench, or depression in an earth surface, formed by earthremoval.

viii. Faces or Sides: The vertical or inclined earth surfaces formed as a result of excavation work.ix. Hazardous Atmosphere: An atmosphere which by reason of being explosive, flammable, poisonous,

corrosive, oxidizing, irritating, oxygen deficient, toxic, or otherwise harmful, may cause death, illness, orinjury.

x. Protective System: A method of protecting workers from cave-ins, from material that could fall or rollfrom an excavation face or into an excavation, or from the collapse of adjacent structures. Protectivesystems include support systems, sloping and benching systems, shield systems, and other systems thatprovide the necessary protection.

xi. Ramp: An inclined walking or working surface that is used to gain access to one point from another, andis constructed from earth or from structural materials such as steel or wood.

xii. Registered Professional Engineer: A person who is registered as a professional engineer in the statewhere the work is to be performed. However, a professional engineer, registered in any state is deemedto be a “registered professional engineer”' within the meaning of this standard when approving designsfor “manufactured protective systems”' or “tabulated data”' to be used in interstate commerce.

xiii. Sheeting: The members of a shoring system that retain the earth in position and in turn are supported byother members of the shoring system.

xiv. Shield (Shield System): A structure that is able to withstand the forces imposed on it by a cave-in andthereby protects workers within the structure. Shields can be permanent structures or can be designed tobe portable and moved along as work progresses. Additionally, shields can be either pre manufactured orjob-built in accordance with 1926.652 (c) (3) or (c) (4). Shields used in trenches are usually referred to as“trench boxes'' or “trench shields.''

xv. Shoring (Shoring System): A structure such as a metal hydraulic, mechanical or timber shoring systemthat supports the sides of an excavation and which is designed to prevent cave-ins.

xvi. Sides: See “Faces”.”xvii. Sloping (Sloping System): A method of protecting workers from cave-ins by excavating to form sides of an

excavation that are inclined away from the excavation so as to prevent cave-ins. The angle of inclinerequired to prevent a cave-in varies with differences in such factors as the soil type, environmentalconditions of exposure, and application of surcharge loads.

xviii. Stable Rock: Natural solid mineral material that can be excavated with vertical sides and will remainintact while exposed. Unstable rock is considered to be stable when the rock material on the side or sidesof the excavation is secured against caving-in or movement by rock bolts or by another protective systemthat has been designed by a registered professional engineer.

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xix. Structural Ramp means a ramp built of steel or wood, usually used for vehicle access. Ramps made of soilor rock is not considered structural ramps.

xx. Support System: A structure such as underpinning, bracing, or shoring, which provides support to anadjacent structure, underground installation, or the sides of an excavation. Tabulated data means tablesand charts approved by a registered professional engineer and used to design and construct a protectivesystem.

xxi. Trench (Trench Excavation): A narrow excavation (in relation to its length) made below the surface of theground. In general, the depth is greater than the width, but the width of a trench (measured at thebottom) is not greater than 15 feet (4.6 m). If forms or other structures are installed or constructed in anexcavation so as to reduce the dimension measured from the forms or structure to the side of theexcavation to 15 feet (4.6 m) or less (measured at the bottom of the excavation), the excavation is alsoconsidered to be a trench.

9. Air Pollution Control Plana. OVERVIEW

i. The purpose of a written Air Pollution Control Plan (APCP) is to ensure air pollution does notextend beyond the Worksite boundary in sufficient quantities and to minimize the duration thatcontributes to exceeding government laws, regulations and standards or that cause deterioration ofthe “quality of life” in neighboring properties (e.g. nuisance). The APCP applies to all Contractorsand Subcontractors and must be available for inspection at all times or provided to OwnerConstruction EHS or Site EHS. The Integrator/Coordinator must write the APCP and ensurecommunication and conformance to the requirements of the APCP.

b. AIR POLLUTION POTENTIAL EXAMPLESi. The APCP shall include sources of air pollution and mitigation measures. Examples of activities

that potentially generate air pollution are:1. Site preparation and civil engineering work (e.g., grubbing, clearing, scraping, excavating,

piling and filling) that produce dust or emissions2. Vehicular traffic dust from exposed earth and gravel surfaces3. Soil treatment with lime, pesticides, fungicides, dust suppressants or fertilizers4. Surface preparation and coating that create dust, vapors or spray from sand/bead blasting,

painting, epoxy coating, hot tar roofing, and asphalt paving5. Mobile equipment that generates dust, vapors and spray (portable concrete batch plants,

rock crushers, chippers, debris and soil thermal treatment, tank vents and portableelectrical generators)

6. Demolition activities create dust, asbestos or lead during building, structure, pipe and tankremoval

c. WRITING THE APCP

i. The following are required sections of the APCP, as applicable.

1. SITE PREPARATION AND VEHICULAR TRAFFIC

a. In some jurisdictions, a dust control permit must be obtained prior tocommencement of work, and, in other cases, a building permit will not beissued unless a dust control plan has been prepared and submitted. Work withthe site environmental engineer (Air Program Owner) to ensure all regulatoryrequirements are satisfied before beginning work. Whether required by thelocal jurisdiction or not, the Integrator/Coordinator must prepare a dust controlplan or obtain the plan from the earthwork subcontractor prior to beginning

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construction. The dust control plan must be in the site-specific APCP and mustinclude at minimum:

i. A log that specifies the location, frequency and amount of water to beapplied per day to potentially dusty areas, filled out by the truck driver.The log must remain on site at all times for inspection.

ii. Provisions for determining when additional dust control is necessary(e.g., windy days, increased traffic, newly exposed soil, etc.).

iii. Areas that require the placement of aggregate to keep dust down (e.g.,heavily traveled roads, equipment staging areas, etc.)

iv. Copies of permits required by local agencies for on-site water storage.Some water storage (e.g., surface impoundments) require significantpermitting lead time or are disallowed by local agencies.

v. NOTE: Never use dust suppression chemicals (including oil) withoutOwner Construction EHS or Site EHS prior approval.

2. APPLICATION OF CHEMICALS TO THE SOILS AND SURFACE PREPARATION AND COATINGWhen applying chemicals and coatings consider:

a. Owner Construction EHS or Site EHS must pre-approve the chemical prior to itarriving on site. (Refer to Owner’s process under “Section 2 - HazardousMaterials Control Plan”).

b. Workers must be trained and licensed to apply certain chemicals. TheIntegrator/Coordinator must obtain a copy of the required permits for eachindividual who will be applying any chemicals to the soil/ground(permits/licenses must be included in the APCP).

c. Adverse conditions (wind, rain) that can cause chemicals, dust, particulate, orother air-borne pollutants to leave the Worksite and threaten sensitivereceptors.

d. Dust or particle suppression control for all bead/sand blasting and spraypainting to prevent material travel (use sheeting material).

e. Chemicals shall only be applied as specified by the manufacturer or as describedin the site-specific APCP.

f. Waste produced must go to site hazardous waste accumulation area for theOwner to profile and define disposal options.

3. MOBILE EQUIPMENT

a. Typical mobile equipment includes portable concrete batch plants, rockcrushers, thermal treatment of debris or soils, portable petroleum tanks, anddiesel-powered electric generators. Pollution actions that must be defined inthe APCP include:

i. Mobile equipment can require local and state permits that shall beobtained by the Subcontractor and given to the Integrator/Coordinatorprior to the equipment entering the site.

ii. If the Subcontractor indicates permits are not required, theIntegrator/Coordinator must verify permit requirements by contactingOwner Construction EHS or Site EHS personnel.

iii. If a portable concrete batch plant is brought on the Worksite, local andfederal regulations and reporting requirements must be reviewed by

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Owner Construction EHS or Site EHS personnel prior to bringingequipment on the Worksite.

iv. All equipment shall be located on the Worksite.v. For portable petroleum tanks, refer to the requirements of the Owner

Construction Hazardous Material Control Plan.vi. Diesel fired generators can only remain on-site for one year

vii. NOTE: Thermal treatment units are not allowed on Owner constructionsites. Contact Owner Site EHS with questions.

4. DEMOLITIONa. Demolition of buildings, tanks, piping systems, etc. can result in air pollutants’

release. With Owner EHS assistance, the Integrator/Coordinator orSubcontractor must:

i. Determine characteristics of the area to be demolished (chemicalhazards and residues)

ii. Determine any state or local permits that are required for demolitionand obtain the permits

1. A certified asbestos removal contractor shall be used for anyasbestos removal activity.

iii. Determine required control measures if sand/shot/bead blasting is to beperformed

iv. Remove any liquids, sludges, or residues in tanks, pipes, pumps orvalves

v. Demolition of any tool, equipment or construction materials that hadpreviously come in contact with any chemical (including water) must beperformed according to Owner’s 6D Process.

10. Section 2 – Hazardous Material Control Plana. OVERVIEW

i. The goal of the plan is to ensure the Contractor and Subcontractors:

1. Identify each Hazardous Material to be used on the Worksite by type, quantity andduration of use.

2. Establish facilities for the storage of Hazardous Materials prior to their arrival on theWorksite.

3. Identify and understand use and contingency requirements for Hazardous Materials tobe brought on the Worksite.

4. Identify and implement the training required for the handling and disposal of HazardousMaterials.

5. Obtain appropriate approval for Hazardous Materials prior to their arrival on theWorksite.

6. Ensure that chemicals that are brought on the Worksite are reviewed and verified forlegality of usage.

b. COMMUNICATION AND TRAININGi. Contractor/Subcontractor companies will be responsible for the development, implementation

and documentation of training in accordance with applicable federal, state and local statutes,regulations and requirements based on those Hazardous Materials that will be used on theWorksite. The documentation of training materials and implementation will be available to

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Owner for monitoring and auditing of the Contractor/Subcontractor's performance andcompliance with the Hazardous Materials Control Plan.

c. CHEMICAL APPROVAL

i. The Integrator/Coordinator is responsible for establishing a process which ensure all chemicalsare approved by Owner Construction EHS or Site EHS personnel prior to bring purchased orotherwise brought to an Owner facility. The Integrator/Coordinator will coordinate the approvalrequests with the designated Owner Construction EHS or Site EHS representative prior todelivery and use of the chemical. These requests will consist of a description of the chemical’squantity and intended use, and will be accompanied by a SDS.

ii. While certain chemicals and uses may not be approved due to site specific regulation orconditions, the following substances are prohibited from use at Owner facilities:

1. Asbestos or asbestos containing construction materials, including, but not limited to,asbestos containing insulation, ceiling tiles, floor tiles, cement, adhesives and fireprevention materials.

2. Polychlorinated biphenyls (PCBs), including, but not limited to PCB containingtransformers, light ballast’s, heat transfer fluids.

3. Class I or Class II ozone depleting substances as defined by 40 CFR § 82, Appendix A andappendix B to Subpart A.

4. Glass fiber reinforced plastic (FRP) that contains antimony trioxide.5. Carcinogens as identified by:6. United States, National Toxicology Program (NTP), “Annual Report on Carcinogens”

(latest edition).7. International Agency for Research on Cancer (IARC) Monographs (latest edition), or8. Title 29, Code of Federal Regulation, Part 1910, Subpart Z, Toxic and Hazardous

Substances, U.S. Occupational Safety and Health Administration.9. Ethylene based glycol ethers10. Arsine11. Lead-based paints

ii. For sites in Arizona, on a monthly basis the Contractor will supply to Owner Site EHS a list ofproducts purchased that contain a VOC solvent, and must include the following information foreach product. Contact Arizona Owner Site EHS with any questions about what constitutes a VOCsolvent, if unsure.

1. Product Name;2. SDS;3. Location of storage;4. Type of storage container; and5. Purchase quantity.

iii. Owner EHS must be notified in writing of all Hazardous Materials brought to the Worksite thathave a Hazardous Materials Information System (HMIS) rating greater than 3 or in excess of 55gallons (208 liters). Work with Owner Construction EHS or Site EHS personnel to determine thereporting process at the Worksite as well as any other requirements for chemical submittal.

Rev. 03/01/2014 Page 10

iv. The Contractor will develop a procedure for obtaining approval from the Owner siteenvironmental engineer prior to generating a hazardous waste. This will facilitate wastecharacterizations and shipments offsite.

d. Material Shipping/Receipti. The Integrator/Coordinator must establish a process to ensure the following:

1. Verification that the chemical has been approved by Owner EHS2. Chemical containers are not leaking or damaged.3. Labeling is intact4. Storage is set up in accordance with EHS requirements (Section 2.6)5. Arrange for material transport to storage or use area by trained individuals to ensure

there is no spillage, leakage, or release

ii. If the verifications or inspections are unsatisfactory, the shipment will not be allowed to remainon site. The Contractor/Subcontractor will be responsible for contacting the shipment supplierto resolve discrepancies prior to accepting the shipment.

e. Hazardous Material Storage Area Criteriai. The Integrator/Coordinator must implement a contingency planning process for each chemical

storage area, including periodic inspections and maintaining spill response material at thestorage areas. Less than a 30 day supply of Hazardous Materials shall be maintained on theWorksite at any time. The Integrator/Coordinator must ensure chemical storage areas meet thefollowing criteria:

1. The area is labeled with material stored and the name and 24-hour phone number ofthe individual responsible for the Hazardous Materials.

2. The storage area inventory is updated3. Containers have secure lid/caps and labels4. Security measures have been established5. The storage area requirements depend on the materials being stored. If the Hazardous

Materials are to be left in a roped off and posted area, the area shall be constructed tocontrol inadvertent access to the materials and all of the Hazardous Material iscontained. This requires lining the area if materials could leak or be leached in theground.

6. Unobstructed access and egress and emergency contact information posted7. If multiple types of Hazardous Materials are stored, the area must ensure no

incompatible materials are stored adjacent to each other and there is sufficient distancebetween such materials to ensure the safety of both personnel and those materials.

8. Liquid storage requires secondary containment structures (>110% of the largest singlecontainer within the storage area). Appropriate provisions, such as chemicalcontainment cabinets, shall be made for combined storage of small quantities ofcompatible chemicals.

9. Labeled with the appropriate NFPA labels, signs and local regulation requirements10. Dispensing/container refilling areas shall be equipped with drip containment pans.11. Personnel responsible for chemical area management shall receive training: the hazards

of materials stored, release/spill response, and dispensed/repackaged substanceslabeling.

ii. TEMPORARY POINT-OF-USE STORAGE AREAS

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1. When Hazardous Materials are left unattended at the Worksite, the following minimumrequirements shall be met:

a. The material is clearly labeled.b. The area is labeled with material stored and the name and 24-hour phone

number of the individual responsible for the Hazardous Materials.c. The storage area requirements depend on the materials being stored. If the

Hazardous Materials are to be left in a roped off and posted area, the area shallbe constructed to control inadvertent access to the materials and all of theHazardous Material is contained. This requires lining the area if materials couldleak or be leached in the ground.

f. MATERIAL USEi. The Contractor/Subcontractor will have procedures for transportation, temporary storage and

use of Hazardous Material in accordance with approved work plans and Odorous Work Permits,Confined Space Entry Permits and Dirty Work Permits (in clean room areas) when applicable.Procedures will have the following control measures, where applicable:

1. Personnel training requirements2. Personal protective equipment (PPE) requirements3. Monitoring requirements4. Spill prevention measures5. Fire protection measures6. Barriers/safe working distances for workers not involved in the use of Hazardous

Materials7. Inventory control and reporting measures8. Contingency planning in the event of a spill, leak or release of Hazardous Materials9. New labeling if the chemical is repackaged

g. MATERIAL DISPOSALi. The Hazardous Waste Guideline outlines hazardous waste disposal and is done through Owner

Construction EHS or Site EHS personnel. Waste that is a regulated waste will be handled inaccordance with the Hazardous Waste Management Program. The Contractor must provide aplan documenting:

1. Determination of hazardous waste generated with EHS (chemical contaminated tools,lights, batteries, chemical debris, used oil, petroleum contaminated soils, spent solventsetc)

2. A method to properly collect, identify, and label Hazardous and Chemical Wastes (andrecycle)

3. Proof of RCRA or other legally specified training for those managing/handling hazardouswaste

4. All hazardous waste must be managed in a 90 day accumulation area with sign-off fromSite EHS

5. A disposal plan6. All chemical waste generated at the Worksite must be managed by Owner-authorized

suppliers or directly by Owner at the direction of Owner EHS.7. Coordination with EHS to dispose waste

ii. Empty containers used for the storage or transportation of hazardous materials will be disposedof as appropriate. NOTE: containers cannot be air-dried. Containers are not considered empty if:

Rev. 03/01/2014 Page 12

1. All material that can be removed by normal means (pouring, etc.) has been removed2. Less than 1” of material remains in the container,3. Less than 3% of the container capacity remains if the container is less than 110 gallons,

or4. Less than 0.3% of the container capacity remains if the container is greater than 110

gallons

h. AUDITINGi. Owner reserves the right to audit any and all Contractor operations on Owner property and to

review all audit checklists and corrective action plans. Audit checklists shall check for all criteriain section 2.6.

CriteriaMet?

Deficiency Action/Owner DateCorrected

Postings

Access

Integrity

Labeling

Security

Compatibility

11. POLLUTION PREVENTION/ENVIRONMENTAL INCIDENT RESPONSE PLAN (PPEIRP)

a. OVERVIEWi. The Pollution Prevention/Environmental Incident Response Plan (PPEIRP)’s purpose is to provide

guidance for procedures, methods, and equipment used to prevent the discharge of pollutantsand hazardous substances into air, water, or soil, and to protect health and well-being ofpersonnel on site and the local community. This plan is also a training reference for EmergencyCoordinators and Emergency Response Teams. The Integrator/Coordinator must create aWorksite specific plan that designates an Emergency Coordinator.

b. ROLES AND RESPONSIBILITIESi. The Integrator/Coordinator and Owner Construction EHS, Site EHS, and ERT will assist in the

development of the plan.

INTEGRATOR/COORDINATOR

OWNER EHS OWNER ERT

Rev. 03/01/2014 Page 13

Develop emergencyresponse plan withescalation procedures.Provide to Owner’sConstruction EHS or SiteEHS personnel forratification

Evaluate state & local RQrequirements & establishreporting contacts

Primary response forspills at sustaining sites

Designate ContractorEmergency Coordinator

Perform regulatorynotifications upon receiptof alert from emergencyteams

Maintain incidentresponse materials

Perform training Ratify emergency responseplans developed byIntegrator/Coordinator

Designate constructionemergency responseteam.

Overall emergencycoordinator for Worksite

Update plan as Worksitedevelops

Develop communicationmechanisms amongSubcontractors

Determine evacuationprocedures

Approval

c. PLAN CONTENTi. WORKSITE DIAGRAM

1. The plan shall also include the following locations, at a minimum:2. Hazardous Materials and regulated and/or chemical wastes3. Location and description of structural spill prevention controls4. Incident response material and spill cleanup supplies5. Nearest drainage structure (storm drain, ditch, waterway) to each storage area6. Worksite materials receiving and shipping areas which may receive Hazardous Materials

or chemical and/or regulated wastes.7. Major excavation and earthwork activities and general drainage directions from those

areas (due to risk of fuel spills)8. Fueling, maintenance, and/or vehicle/equipment washout areas.9. Evacuation routes and assembly areas

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ii. DESIGNATION OF STORAGE AREAS1. Hazardous Materials and wastes must be stored in designated areas per the

requirements of the Hazardous Materials Control Plan (HMCP) and Hazardous WasteManagement Plan (HWMP). The HMCP and HWMP must have descriptions of thematerials stored in each area and potential release routes.

iii. COMMUNICATION1. Communication systems are required for immediate alert among site workers, staff, and

regulatory agency. Site communications shall include:a. Internal system for immediate emergency notification and instructions to

response personnelb. Emergency alarm or system for immediate warning to site personnel of an

emergency situationc. External telephone and radio devices to summon emergency assistance from

response agencies

2. The plan shall also include means for contacting Construction EHS or Site EHS personnelfor an environmental emergency. Owner will provide the emergency coordinator withcontact information during plan development. Construction EHS or Site EHS personnelwill determine if regulatory agencies need to be alerted. The Integrator/CoordinatorEmergency Coordinator has the authority to contact regulatory agencies as required bylaw, but shall only do so if the designated Owner’s Construction EHS or Site EHSpersonnel cannot be contacted, or if time delay would result in exacerbation of theincident or regulatory violation.

iv. CONTACT INFORMATION1. The plan will include either a list or matrix of contact information for regulatory

authorities and emergency resources. The emergency coordinator and Construction EHSor Site EHS will determine the appropriate local authorities and contact information.

v. INCIDENT RESPONSE SUPPLIES

1. The plan evaluates the potential Hazardous Material storage areas and establishes thelocations and contents of response and clean-up supplies (absorbent booms and pads,oil dry, personal protective equipment, clean-up tools, simple chemical detectionequipment such as pH paper, absorbent wipes, heavy duty waste bags, labels, cautiontape). Hazards and quantities of chemicals in the area dictate inventories for the kits. Aninventory sheet for each area shall be in the plan or in the plan’s diagram. At least oneresponse kit shall be able to move to an incident anywhere on the Worksite; ideally theunit will be pallet mounted or otherwise mobile.

vi. MAINTENANCE OF RESPONSE SUPPLIES1. Maintenance of inventory shall include inspections and re-stocking of supplies. The

Integrator/Coordinator can use sealed fixed inventory kits, which are inspected for sealcondition. Required routine maintenance (respiratory protection equipment, fireextinguishers, etc) shall be in the plan.

vii. DESIGNATION OF EMERGENCY RESPONSE TEAM (ERT)

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1. The Integrator/Coordinator designates a construction emergency response team(Construction ERT) in the plan. The purpose of the Construction ERT is to:

a. Protect personnel from further hazardb. Stop, control, or contain release of Hazardous Materials at the Worksitec. Clean up the Hazardous Materials after the release is controlledd. Treat, package, store, and dispose of the released material resulting from the

releasee. Decontaminate the area and equipment

2. An incident commander leads the Construction ERT and represents theIntegrator/Coordinator. The purpose of the incident commander is to provide:

a. Overall authority and control of the emergency situationb. Oversight and direction of workers, incident response team members, and the

publicc. Technical direction of and responsibility for actions to assess, mitigate, and

clean up the spill; dispose of the hazardous wastes; and decontaminate theequipment and area

d. Coordination with outside responderse. Notify Owner of environmental incidentsf. Notification of outside agencies if the Owner’s Project Manager is unavailableg. Protection of Worksite facilities

3. The Construction ERT will consist of at least eight members, including an emergencycoordinator, supervisors, and technicians who must pass annual physical examinationsto ensure workers can use respiratory protection and provide unrestricted lifting. A 40hour training certification, consistent with 29CFR 1910.120 (e)(3) is required. If the siteERT coordinator agrees, construction emergency response can use existing ERTresources at an established manufacturing site.

viii. EVACUATION PROCEDURES1. The procedures describe evacuation initiation, evacuation routes, assembly areas, and

means for accounting for personnel. Due to the variable staffing, it is recommended thata sweeps system be used. Staff with authority to evacuate shall be specified. OwnerConstruction EHS or Site EHS will develop evacuation routes and assembly areas.

ix. HANDLING OF INCIDENT RESPONSE DEBRIS1. The plan must specify means for collecting and containerizing debris and clean up

material generated during an environmental incident. Contaminated soil must beexcavated and underlying soil must be sampled to verify clean-up. Results are given toOwner Construction EHS or Site EHS and they will specify procedures to label, store, andarrange for debris disposal. A container matrix can be developed for the types of debrisand the appropriate containers (e.g. poly containers for corrosive, closeable metaldrums for fuels and solvents, poly lined roll-off dumpsters for large quantities of fuelcontaminated soils, etc.). Owner will manage characterization and disposition of wastesfrom releases. This waste shall be managed per the requirements of the HWMP andSWMP.

d. TRAINING PROGRAM

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i. The Integrator/Coordinator will provide classroom and on-the job training and operatinginstructions to personnel involved in the handling, operation, and maintenance andmanagement of Hazardous Materials, including the specifics of the incident response plan.Supervisors must complete checklists to document training and maintain for 3 years after thethey leave the site.

e. PLAN MAINTENANCE

i. The Integrator/Coordinator must be updated as Worksite characteristics change, includingculvert and storm drain structure installations, re-grading activities which modify release routes,road reconfigurations which modifies evacuation procedures, change in the nature or quantityof Hazardous Materials used on the Worksite, and addition of significant new release routes(such as roof drains and sumps as buildings approach completion).

12. Solid Waste Management Plan

a. OVERVIEWi. This plan is meant to comply with government and Owner standards, save money, protect the

environment by limiting the potential for pollution, and conserve material resources. Review theChemical Waste Management Plan and the Hazardous Material Control Plans while creating theSWMP.

b. RECYCLINGi. Recyclable solid waste can be segregated or commingled. Recyclable solid wastes can be

commingled; trash must be segregated at the source. A minimum requirement of at least 90% ofconstruction-generated debris to meet the USGBC LEED (Leadership in Energy andEnvironmental Design)-NC Criteria for diversion of construction waste management. Creditedrecycled materials do not include alternative daily cover, soil and rock from excavation activity.Solid waste collection bins must be placed in close proximity to projects and surrounding areasmust remain debris-free. The following physical bin requirements are:

1. Weather resistant labels with contrasting colors at accessible ends of containers2. Covered if metal or general trash bins but local regulations may require other bins to be

covered3. Use of platforms/dock to mitigate safety hazard associated with placing solid waste into

bins

ii. Waste material is segregated for reuse, recycling, and disposal. The figure below illustrateswaste streams for disposition of solid waste.

Year Project CATEGORY January February March

2014 Project NameFiber Recycled (tons (2000 lbsper ton))

2014 Project NamePaper Recycled (tons (2000 lbsper ton))

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2014 Project NameCardboard Recycled (tons(2000 lbs per ton))

2014 Project Name

Comingled Recycled waste(tons (2000 lbs per ton))(defined per site in thedefinitions)

2014 Project NameMetal Recycled (tons (2000 lbsper ton))

2014 Project NamePlastic Recycled (tons (2000lbs per ton))

2014 Project NameWood Recycled (tons (2000 lbsper ton))

2014 Project NameE-Waste Recycled (tons (2000lbs per ton))

2014 Project NameGlass Recycled (tons (2000 lbsper ton))

2014 Project NameOrganics Recycled (tons (2000lbs per ton))

2014 Project Name

Other Recycled (tons (2000 lbsper ton)) – concrete, asphalt,etc.

2014 Project NameSolid Waste Donations (tons(2000 lbs per ton))

2014 Project NameTotal Landfilled (tons (2000 lbsper ton))

2014 Project NameTotal Recycled (tons (2000 lbsper ton))

2014 Project NameTotal Incinerated (tons (2000lbs per ton))

2014 Project NameTotal Burned for Energy (tons(2000 lbs per ton))

2014 Project Name Revenue Generated ($)

Rev. 03/01/2014 Page 18

iii. Solid waste hauling and data reporting requires:

1. Integrator to develop agreement with solid waste hauler2. Solid waste hauler to provide shipping data on a regular basis to Integrator3. Integrator to provide solid waste data to Owner EHS, monthly. Reports are to be

submitted by the 10th of the month following the end of the reporting month

c. COMMUNICATION AND PLANNINGi. Figure 1 below illustrates where solid waste management requirements have been established.

Appendices Q-T can also be used as “in-field” checklists to ensure compliance with this plan.

ii. SOLID WASTE REDUCTION STRATEGIES

1. The Integrator/Coordinator is to implement all work activities while minimizing solidwaste. The following activities encourage source reduction of solid waste:

a. Alter purchasing practices to reduce waste by buying in bulk and monitoringunused supplies

b. In landscaping design, avoid unnecessary clearing of trees. Chip roots andbranches onsite.

c. Request minimum packaging or require suppliers to remove and handlepackaging (unless packaging reuse value is high)

d. Minimize excessive materials used and wastede. Use framing components manufactured offsitef. Reuse excess lumber in the construction processg. Secure onsite roll-off boxes to discourage unauthorized dumpingh. Ensure that materials are measured to avoid excessive end cutsi. Asphalt and concrete wastes (including concrete blocks) can be ground and

crushed onsite. Some reuse options do not require processing of crushedmaterial.

j. Waste products can be source separated to produce more marketable loads.Bins or boxes shall be designated for various product types. Plans can becoordinated with CPM schedules. Research on end-use markets before projectbegins can result in good savings.

k. Local refuse haulers are good resources for information about how to recycledifferent wastes

l. Local waste exchange can be contracted to determine what products are indemand for exchange

m. Instructing all onsite personnel regarding appropriate procedures will lead tohigher levels of material recovery.

d. SOLID WASTE AND TOOL DISPOSITION

i. The Integrator/Coordinator must prepare a recycling proposal that includes a ROI summary,reviewed by the Owner Project Manager. If approved, the Integrator/Coordinator will issuepurchase orders and contracts for construction solid waste processing, storage, transportation,end-use markets, and final disposal. Final disposition arrangements must be coordinated withOwner’s Construction EHS or Site EHS personnel. The Contractor is to use Owner qualified scrapsuppliers for scrap SOW.

e. SOLID WASTE MANAGEMENT PLAN IMPLEMENTATION

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f. The Integrator/Coordinator shall find locations for solid waste bins, boxes, and staging areas and ensurethat Participating Contractors and Subcontractors are aware of requirements and resources available forimplementing the SWMP. He/she will complete the following:

i. Provide signs on bins or containers describing specific materials to be recoveredii. Communicate location of materials, methods separation and processes, locate storage areas

iii. Define Participating Contractors and Subcontractors’ responsibilities in regards to reusing,recycling and disposing of waste materials.

g. TRAINING

i. The Integrator/Coordinator is responsible for training construction managers, Subcontractors,and applicable personnel who will implement this plan.

h. AUDITING

i. The Integrator/Coordinator will prepare a program report on a monthly basis submitted toOwner Construction EHS or Site EHS by the 10th of each month. This report will provide thefollowing types of information:

1. Total tonnage of waste generated and recovered for reuse2. Tonnage of waste recycled and capital cost recovered by recycling3. Tonnage of shipped solid waste disposed and cost associated with shipping the waste.

13. Wastewater and Storm Water Management Plan

a. OVERVIEWi. For construction that disturbs more than 1 acre of land (or less if part of a larger common plan

of development) in the U.S., a federal National Pollutant Discharges Elimination System (NPDES)Storm Water Construction Permit or State NPDES Storm Water Construction Permit must beobtained. NPDES Permits and accompanying Storm Water Pollution Prevention Plans (SWPPP) orcountry-specific equivalent plan must be written. The NPDES Permit and Plan must also bemaintained updated on site for the duration of the project. Each project will follow the siteMaster Plan and incorporate any federal, state, laws, property sale agreements (e.g. warrantydeeds) and/or local ordinances as necessary into the project (e.g., tree mitigation measures,endangered species concerns, storm water easements etc.).

ii. Each Contractor/Subcontractor is responsible for the wastewater from construction. TheIntegrator/Coordinator is responsible for storm water discharges and implementing siteprograms with its Subcontractors to facilitate compliance with this guideline, including BMPsand minimum performance. The Integrator/Coordinator may need to establish storm water andwastewater control facilities and inspections. The following are activities that generatewastewater and are subject to the requirements of this document:

1. Dust control2. Clearing, grading and excavating3. Fire-fighting activities4. Truck wheel wash5. Wash out of concrete trucks, building, other structures

Rev. 03/01/2014 Page 20

6. Equipment cleaning7. Cleaning of painting equipment8. Pipe and process support equipment pressure testing9. Pipe and equipment flushing and passivation10. Dewatering subsurface soils

iii. Contractor must include the following within the program coordination efforts and/or plans:1. Chemical approvals for all materials brought to the Worksite2. Alert Owner EHS to contact municipalities for hydraulic loading to POTW during flushes3. Coordination of construction BMPs (e.g. retention/detention/sedimentation ponds),

where practicable remain in place and serve as the sustaining site storm water designBMPs as a cost saving and Site Master Planning effort

4. Coordination of construction BMPs (drainage swales,retention/detention/sedimentation ponds) with utility corridors and Site MasterPlanning efforts to avoid demolition during construction

5. No discharges onto adjacent non Owner property

b. ROLES AND RESPONSIBILITIESi. Owner:

1. In the US Owner and Integrator/Coordinator file the General Permit for Storm WaterDischarges from Construction Activity (USEPA NPDES permit) - Submit Notice of Intent(NOI) to appropriate storm water agency

2. Obtain copy of the permit and forward a copy on to Integrator3. Review Integrator SWPPP to ensure completeness; supply any information needed4. Work with Integrator to determine BMPs to be used5. Conduct periodic audit of BMPs, inspection reports, etc. to ensure the SWPPP is

followed6. Verify all construction is complete and final BMPs are in place7. Prepare NPDES or equivalent outside of the US / Closure Plan. Owner intends to accept

sole operation of the NPDES permit; storm water pollution prevention planningincluding maintenance of all best management practices (BMPs) when site constructionactivities end. Stabilization practices (temporary seeding) are not possible in thesummer months to the degree required in the permit; therefore, the permit mustremain open and where necessary temporary BMPs maintained.

8. Submit Notice of Termination (NOT) upon completion of the project

ii. Integrator/Coordinator:1. Owner and Integrator/Coordinator file the General Permit for Storm Water Discharges

from Construction Activity (USEPA NPDES permit) - Submit Notice of Intent (NOI) toOwner for agency submittal

2. Identify a responsible person for storm water compliance3. Supply necessary information for NOI4. Write SWPPP to cover requirements for construction activities identified in the permit5. Ensure training of SWPPP requirements to affected personnel6. Conduct work in such a way so as to minimize/eliminate storm water run-off7. Work with Owner to determine best BMPs and then maintain and inspect BMPs as

required8. Maintain records of all inspections9. Assure construction activities are terminated and stabilization occurred in accordance

with the NPDES Stabilization / Closure Plan

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10. Integrator/Coordinator to prepare the Notice of Termination (NOT) for the constructionNPDES Permit to be filed under Owner cover letter and submitted to EPA at the timewhen construction activities are terminated and stabilization has occurred in accordancewith the NPDES Stabilization / Closure Plan. Owner accepts operation of the NPDESpermit, in accordance with Federal Register/ Vol. 63, No. 31/Tuesday, February 17, 1998/ Notice 7861, when these conditions of the Stabilization / Closure Plan are completedand finalized by field inspection and letter of acceptance. (These NOT conditions are tobe included in the minimum performance requirements of the contract with theIntegrator/Coordinator)

11. Ensure all construction activities are complete and permanent BMPs are in place

c. EXPECTATIONS AND SUCCESS CRITERIA

Media Owner Regulatory Driver Scope Success Criteria Verification

Water

SWPPP Integrator CWA : GeneralConstructionNPDES

1. Integrator will submit toOwner an NOI

2. Integrator willimplement all aspects ofthe SWPPP.

3. Integrator willintegrate/createprograms to achieve thesuccess criteria includingand not limited to siltfences and managementof BMPs.

4. The Integrator will be astakeholder in the EMSStorm Water (SW) sub-group

1. No erosion/silt ladeneffluent will leavethe site.

2. No water will leavethe site with anynoticeable sheen ordiscolorationincluding turbidity.Upstream turbidityequivalent todownstreamturbidity.

3. Implementation ofall aspects of theSWPPP includingBMPs with a changecontrol process andall other requiredactions.

1) SWPPP Logs2) SWPPP up-dated

SWPPP Owner CWA : GeneralConstructionNPDES

1. File NOI2. Owner will create

SWPPP with stakeholderwithin the EMS SW sub-group

3. Owner is a stakeholderin the EMS SW sub-group

1. Assuring integrationof contractors successcriteria to the overall siteSWPPP

1. Periodic review oflogs/BMPeffectiveness withinthe EMS SW sub-group

Rev. 03/01/2014 Page 22

Waste-water :Flushes

Integrator Flush Permitsneeded to ensureconditions of theIndustrial UserPermit

1. The Integrator isresponsible for flushingwith only approvedchemicals (via theChemical ApprovalProcess) to approveddischarge locations withvolumes, duration’s andchemicals identified inthe WCP (SIPP).

1. The Integrator willsuccessfully implementand complete WCP for allflushes (SIPP)

Approval of the WCPand then successfulexecution to the plan


Owner Flush Permitsrequired by themunicipalIndustrial UserPermit

1. Owner will integrateflush process with theWCP known as SIPP

2. Owner will create andmaintain all dischargepermits

1. Successful integrationof targets and limits intoconstruction WCP andsustaining DMS.

1. Successful WCP2. Successful

compliancemonitoringprogram

d. SITE PREPARATION AND EARTH WORKi. Erosion and sediment control plans are required to be prepared and submitted to the local

building officials for approval before site clearing, preparation or earth work can begin. At aminimum, the Erosion and Sedimentation Control Plan conforming to the provision of theNPDES requirements of the 2003 EPA Construction general permit must be met and shall beevaluated during inspections. Key elements include:

1. Erosion control measures - vegetative buffers, mulching, netting/mats/blankets,temporary seeding, permanent seeding, sod stabilization on stock or spoil piles of dirt;cuts into the sides of earth embankments, and sloping earth surfaces

2. Sediment controls - silt fencing, straw bales/bio bales, sediment traps, sediment basins,storm inlet protection, drainage swales, check dams, contour furrows, terracing, pipeslope drains, rock outlets to protect the sediment from entering into creeks, rivers,lakes, storm sewers or drainage ditches

3. Erosion and sediment control measures shall be used as necessary, for runoff and run-on

4. Erosion and sediment control measures shall as a minimum be inspected once a weekbetween storm events and daily during and immediately following storm events. A logshall be kept recording the inspections including:

a. name of the inspectorb. date and time of the inspectionc. weather conditions at the time of the inspectiond. any erosion and sediment control measures that failed or need of

maintenance/repaire. date, time and name of individual notified to make the repairs or perform

maintenancef. When applying water to the non-paved roads and construction areas, the

volume of water shall not result in excess water running off into creeks, stormdrains or lakes.

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e. WASHING & CLEAN OUT OF MOBILE EQUIPMENTi. Construction includes several of the following activities associated with the washing and

cleanout of mobile equipment:1. Truck wheel wash prior to exiting the site and entering paved public roads2. Concrete cement trucks and pumper truck exterior washing and interior wash out3. Heavy earth moving equipment high pressure water washing to maintain/repair or prior

to removal from site

ii. Washing and clean out of mobile equipment can discharge petroleum products into wastewater,so washing must occur in posted designated areas that are communicated to truck drivers alongwith washing procedures. The wastewater shall not be discharged to municipal sanitary,industrial, or storm sewer systems or creeks, wetlands, rivers, lakes or drainage basins. Areasshall be lined to prevent soil contamination and shall be large enough to hold waste water andprecipitation (if applicable).

f. WASHING OF STRUCTURES AND SMALL EQUIPMENTi. Posted in a conspicuous location, exterior structure washing, as final cleaning or sealant or

coating preparation, in addition to sealant or coating equipment cleaning, generateswastewater. Key elements to be addressed are:

1. Washing and cleanout areas and usage procedure have been communicated to truckdrivers

2. The wastewater cannot be discharged into municipal sanitary, industrial or storm sewersystem and will not come into contact with soil

3. The wastewater cannot be disposed of on the ground if it causes stains or discoloration4. Water based paint waste and clean up liquids shall be placed in containers, with

remaining liquids shipped off site5. Waste liquids containing petroleum or oil based cleaners, solvents, and mineral spirits

shall be placed in approved containers and managed as a waste for offsite

g. PASSIVATION, LEAK TESTING & FLUSHING OF PROCESS SUPPORT SYSTEMSi. Passivation, leak testing and flushing prior to placing equipment and piping into service

generates wastewater. The equipment is associated with:1. Fire protection2. Potable water3. Ultra-pure water4. Boiler hot water/steam5. Chilled water6. Condenser/cooling tower7. Wet scrubber8. Wastewater collection/treatment

ii. To ensure proper wastewater management, the Contractor must consider the following prior toperforming passivation, leak testing and flushing activities:

1. Understand the volume of wastewater and the rate produced since it can be very high2. Determine physical wastewater provisions and necessary approval(s) for wastewater if it

is being discharged to local sanitary sewer system

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3. Comprehend any detergents, biocides, corrosion inhibitors or other chemicals in thewastewater

4. If discharged to the sanitary sewer, the discharge must be approved by OwnerConstruction or Site EHS and may require testing prior to discharge

5. Treatment may be required prior to discharge but dilution is not an acceptabletreatment

iii. Many sites have “Flush Permits” that are required for construction related wastewaterdischarges including those discussed above as well as tool install/qualification, etc.

h. DEWATERING SUBSURFACE SOILSi. Local conditions, excavation depth, and type/use of the structure to be built below grade

determine if temporary or permanent dewatering is needed. Consider:1. Any preexisting conditions that contaminated the site's groundwater, the options for

the water management may be limited2. State or local requirements may require permitting and dictate water storage and

disposal3. Adequate provisions to store and discharge the water without causing onsite or offsite

flooding, erosion and sediment control issues4. If dewatering of subsurface solids is required, there is a place to pump water for onsite

retention or offsite disposal

i. RECORD KEEPINGi. The following records (if applicable) shall be maintained for at least three years:

1. Records used for the NPDES Permit Application and any supplemental information, ifapplicable

2. NPDES Monitoring Records, if applicable3. Calibration and Maintenance Records4. Original Strip Chart Recordings for Continuous Monitoring Instrumentation5. Reports required by Permits, Environmental Impact Statements, or other agency

mandates or Owner commitments

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Owner’s Environmental AddendumRev 07/2015

SECTION 1– AIR POLLUTION CONTROL PLAN1.1 OVERVIEW

The purpose of a written Air Pollution Control Plan (APCP) is to ensure air pollution does not extend beyondthe site boundary in sufficient quantities and to minimize the duration that contributes to exceedinggovernment laws, regulations and standards or that cause deterioration of the “quality of life” in neighboringproperties (e.g. nuisance). The APCP applies to all contractors and their subcontractors and must beavailable for inspection at all times or provided to Construction or Site EHS. The GeneralContractor/Construction Manager must write the APCP and ensure communication and conformance tothe requirements of the APCP.

1.2 AIR POLLUTION POTENTIAL EXAMPLES

The APCP shall include sources of air pollution and mitigation measures. Examples of activities thatpotentially generate air pollution are:

1. Site preparation and civil engineering work (e.g., grubbing, clearing, scraping, excavating, piling andfilling) that produce dust or emissions

2. Vehicular traffic dust from exposed earth and gravel surfaces3. Soil treatment with lime, pesticides, fungicides, dust suppressants or fertilizers4. Surface preparation and coating that create dust, vapors or spray from sand/bead blasting, painting,

epoxy coating, hot tar roofing, and asphalt paving5. Mobile equipment that generates dust, vapors and spray (portable concrete batch plants, rock

crushers, chippers, debris and soil thermal treatment, tank vents and portable electrical generators)6. Demolition activities create dust, asbestos or lead during building, structure, pipe and tank removal

1.3 WRITING THE APCP

The following are required sections of the APCP, as applicable.

1.3.1 SITE PREPARATION AND VEHICULAR TRAFFIC

In some jurisdictions, a dust control permit must be obtained prior to commencement of work, and, inother cases, a building permit will not be issued unless a dust control plan has been prepared andsubmitted. Work with the site environmental engineer (Air Program Owner) to ensure all regulatoryrequirements are satisfied before beginning work. Whether required by the local jurisdiction or not, theGeneral Contractor/Construction Manager must prepare a dust control plan or obtain the plan from theearthwork subcontractor prior to beginning construction. The dust control plan must be in the site-specificAPCP and must include at minimum:

· A log that specifies the location, frequency and amount of water to be applied per day topotentially dusty areas, filled out by the truck driver. The log must remain on site at all times forinspection.

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· Provisions for determining when additional dust control is necessary (e.g., windy days, increasedtraffic, newly exposed soil, etc.).

· Areas that require the placement of aggregate to keep dust down (e.g., heavily traveled roads,equipment staging areas, etc.)

· Copies of permits required by local agencies for on-site water storage. Some water storage (e.g.,surface impoundments) require significant permitting lead time or are disallowed by localagencies.

NOTE: Never use dust suppression chemicals (including oil) without the Owner’s Construction EHS or SiteEHS prior approval.

1.3.2 APPLICATION OF CHEMICALS TO THE SOILS AND SURFACE PREPARATION AND COATING

When applying chemicals and coatings consider:· Owner’s Construction EHS or Site EHS must pre-approve the chemical prior to it arriving on site.

(Refer to the Owner’s process under “Section 2 - Hazardous Materials Control Plan”).· Workers must be trained and licensed to apply certain chemicals. The General Contractor/

Construction Manager must obtain a copy of the required permits for each individual who will beapplying any chemicals to the soil/ground (permits/licenses must be included in the APCP).

· Adverse conditions (wind, rain) that can cause chemicals, dust, particulate, or other air-bornepollutants to leave the construction site and threaten sensitive receptors.

· Dust or particle suppression control for all bead/sand blasting and spray painting to preventmaterial travel (use sheeting material).

· Chemicals shall only be applied as specified by the manufacturer or as described in the site-specific APCP.

· Waste produced must go to site hazardous waste accumulation area for the Owner to profile anddefine disposal options.

1.3.3 MOBILE EQUIPMENT

Typical mobile equipment includes portable concrete batch plants, rock crushers, thermal treatment ofdebris or soils, portable petroleum tanks, and diesel-powered electric generators. Pollution actions thatmust be defined in the APCP include:

· Mobile equipment can require local and state permits that shall be obtained by the subcontractorand given to the General Contractor/Construction Manager prior to the equipment entering thesite.

· If the subcontractor indicates permits are not required, the General Contractor/ConstructionManager must verify permit requirements by contacting the Owner Construction EHS or Site EHSpersonnel.

· If a portable concrete batch plant is brought on site, local and federal regulations and reportingrequirements must be reviewed by the Owner Construction EHS or Site EHS personnel prior tobringing equipment on site.

· All equipment shall be located on the project site.· For portable petroleum tanks, refer to the requirements of the Owner’s Construction Hazardous

Material Control Plan.· Diesel fired generators can only remain on-site for one year

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NOTE: Thermal treatment units are not allowed on Owner construction sites. Contact the Owner Site EHSwith questions. (what is this)

1.3.4 DEMOLITION

Demolition of buildings, tanks, piping systems, etc. can result in air pollutants’ release. With Owner EHSassistance, the general contractor/construction manager or subcontractor must:

· Determine characteristics of the area to be demolished (chemical hazards and residues)· Determine any state or local permits that are required for demolition and obtain the permits

o A certified asbestos removal contractor shall be used for any asbestos removal activity.· Determine required control measures if sand/shot/bead blasting is to be performed· Remove any liquids, sludges, or residues in tanks, pipes, pumps or valves· Demolition of any tool, equipment or construction materials that had previously come in contact

with any chemical (including water) must be performed according to the Owner’s 6D Process.

SECTION 2 – HAZARDOUS MATERIAL CONTROL PLAN

2.1 OVERVIEW

The goal of the plan is to ensure the contractor and subcontractors:

· Identify each hazardous material to be used on the site by type, quantity and duration of use.· Establish facilities for the storage of hazardous materials prior to their arrival on the site.· Identify and understand use and contingency requirements for hazardous materials to be brought

on site.· Identify and implement the training required for the handling and disposal of hazardous materials.· Obtain appropriate approval for hazardous materials prior to their arrival on site.· Ensure that chemicals that are brought on site are reviewed and verified for legality of usage.

2.2 COMMUNICATION AND TRAINING

Contractor/subcontractor companies will be responsible for the development, implementation anddocumentation of training in accordance with applicable federal, state and local statutes, regulations andrequirements based on those hazardous materials that will be used on site. The documentation of trainingmaterials and implementation will be available to the Owner for monitoring and auditing of thecontractor/subcontractor's performance and compliance with the Hazardous Materials Control Plan.

2.3 CHEMICAL APPROVAL

The General Contractor/Construction Manager is responsible for establishing a process which ensurecontractor and subcontractor chemicals are approved by the Owner Construction EHS or Site EHSpersonnel prior to bring purchased or otherwise brought to an Owner facility. The GeneralContractor/Construction Manager will coordinate the approval requests with the designated OwnerConstruction EHS or Site EHS representative prior to delivery and use of the chemical. These requests willconsist of a description of the chemical’s quantity and intended use, and will be accompanied by a SDS.

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While certain chemicals and uses may not be approved due to site specific regulation or conditions, thefollowing substances are prohibited from use at Owner facilities without Intel EHS Approval:

· Asbestos or asbestos containing construction materials, including, but not limited to, asbestoscontaining insulation, ceiling tiles, floor tiles, cement, adhesives and fire prevention materials.

· Polychlorinated biphenyls (PCBs), including, but not limited to PCB containing transformers, lightballast’s, heat transfer fluids.

· Class I or Class II ozone depleting substances as defined by 40 CFR § 82, Appendix A and appendixB to Subpart A.

· Glass fiber reinforced plastic (FRP) that contains antimony trioxide.· Carcinogens as identified by:· United States, National Toxicology Program (NTP), “Annual Report on Carcinogens” (latest

edition).· International Agency for Research on Cancer (IARC) Monographs (latest edition), or· Title 29, Code of Federal Regulation, Part 1910, Subpart Z, Toxic and Hazardous Substances, U.S.

Occupational Safety and Health Administration.· Ethylene based glycol ethers· Arsine· Lead-based paints

For sites in Arizona, on a monthly basis the contractor will supply to the Owner Site EHS a list of productspurchased that contain a VOC solvent, and must include the following information for each product.Contact AZ Site EHS with any questions about what constitutes a VOC solvent, if unsure.

· Product Name;· SDS;· Location of storage;· Type of storage container; and· Purchase quantity.

The Owner EHS must be notified in writing of all hazardous materials brought on-site that have aHazardous Materials Information System (HMIS) rating greater than 3 or in excess of 55 gallons (208liters). Work with the Owner Construction EHS or Site EHS personnel to determine the reporting processat that site as well as any other requirements for chemical submittal.

The contractors will develop a procedure for obtaining approval from the Owner site EnvironmentalEngineer prior to generating a hazardous waste. This will facilitate waste characterizations andshipments offsite.

2.5 MATERIAL SHIPPING/RECEIPT

The General Contractor/Construction Manager must establish a process to ensure the following:

· Verification that the chemical has been approved by Owner EHS· Chemical containers are not leaking or damaged.

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· Labeling is intact· Storage is set up in accordance with EHS requirements (Section 2.6)· Arrange for material transport to storage or use area by trained individuals to ensure there is no

spillage, leakage, or release

If the verifications or inspections are unsatisfactory, the shipment will not be allowed to remain on site.The contractor/subcontractor will be responsible for contacting the shipment supplier to resolvediscrepancies prior to accepting the shipment.

2.6 HAZARDOUS MATERIAL STORAGE AREA CRITERIA

The General Contractor/Construction Manager must implement a contingency planning process for eachchemical storage area, including periodic inspections and maintaining spill response material at thestorage areas. Less than a 30 day supply of hazardous materials shall be maintained on site at any time.Contractor/Construction Manager must ensure chemical storage areas meet the following criteria:

· The area is labeled with material stored and the name and 24-hour phone number of the individualresponsible for the hazardous materials.

· The storage area inventory is updated· Containers have secure lid/caps and labels· Security measures have been established· The storage area requirements depend on the materials being stored. If the hazardous materials are

to be left in a roped off and posted area, the area shall be constructed to control inadvertent accessto the materials and all of the hazardous material is contained. This requires lining the area if materialscould leak or be leached in the ground.

· Unobstructed access and egress and emergency contact information posted· If multiple types of hazardous materials are stored, the area must ensure no incompatible materials

are stored adjacent to each other and there is sufficient distance between such materials to ensurethe safety of both personnel and those materials.

· Liquid storage requires secondary containment structures (>110% of the largest single containerwithin the storage area). Appropriate provisions, such as chemical containment cabinets, shall bemade for combined storage of small quantities of compatible chemicals.

· Labeled with the appropriate NFPA labels, signs and local regulation requirements· Dispensing/container refilling areas shall be equipped with drip containment pans.· Personnel responsible for chemical area management shall receive training: the hazards of materials

stored, release/spill response, and dispensed/repackaged substances labeling.

TEMPORARY POINT-OF-USE STORAGE AREAS

When hazardous materials are left unattended at the job area, the following minimum requirements shallbe met:

* The material is clearly labeled.* The area is labeled with material stored and the name and 24-hour phone number of the

individual responsible for the hazardous materials.* The storage area requirements depend on the materials being stored. If the hazardous

materials are to be left in a roped off and posted area, the area shall be constructed to control

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inadvertent access to the materials and all of the hazardous material is contained. Thisrequires lining the area if materials could leak or be leached in the ground.

2.7 MATERIAL USE

The contractor/subcontractor will have procedures for transportation, temporary storage and use ofhazardous material in accordance with approved work plans and Odorous Work Permits, Confined SpaceEntry Permits and Dirty Work Permits (in clean room areas) when applicable. Procedures will have thefollowing control measures, where applicable:

· Personnel training requirements· Personal protective equipment (PPE) requirements· Monitoring requirements· Spill prevention measures· Fire protection measures· Barriers/safe working distances for employees not involved in the use of hazardous materials· Inventory control and reporting measures· Contingency planning in the event of a spill, leak or release of hazardous materials· New labeling if the chemical is repackaged

2.8 MATERIAL DISPOSAL

The Hazardous Waste Guideline outlines hazardous waste disposal and is done through Construction EHSor Site EHS personnel. Waste that is a regulated Waste will be handled in accordance with the HazardousWaste Management Program. The contractor must provide a plan documenting:

· Determination of hazardous waste generated with EHS (chemical contaminated tools, lights,batteries, chemical debris, used oil, petroleum contaminated soils, spent solvents etc.)

· A method to properly collect, identify, and label Hazardous and Chemical Wastes (and recycle)· Proof of RCRA or other legally specified training for those managing/handling hazardous waste· All hazardous waste must be managed in a 90 day accumulation area with sign-off from Site EHS· A disposal plan· All chemical waste generated by the Owner must be managed by Owner-authorized suppliers or

directly by the Owner at the direction of Owner EHS· Coordination with EHS to dispose waste

Empty containers used for the storage or transportation of hazardous materials will be disposed of asappropriate. NOTE: containers cannot be air-dried. Containers are not considered empty if:

· All material that can be removed by normal means (pouring, etc.) has been removed· Less than 1” of material remains in the container· Less than 3% of the container capacity remains if the container is less than 110 gallons, or· Less than 0.3% of the container capacity remains if the container is greater than 110 gallons

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2.9 AUDITING

The Owner reserves the right to audit any and all contractor operations on Owner property and to reviewall audit checklists and corrective action plans. Audit checklists shall check for all criteria in section 2.6.

CriteriaMet?

Deficiency Action/Owner DateCorrected

Postings

Access

Integrity

Labeling

Security

Compatibility

SECTION 3 – POLLUTION PREVENTION/ENVIRONMENTAL INCIDENT RESPONSE PLAN(PPEIRP)

3.1 OVERVIEW

The Pollution Prevention/Environmental Incident Response Plan (PPEIRP)’s purpose is to provide guidancefor procedures, methods, and equipment used to prevent the discharge of pollutants and hazardoussubstances into air, water, or soil, and to protect health and well-being of personnel on site and the localcommunity. This plan is also a training reference for Emergency Coordinators and Emergency ResponseTeams. The General Contractor/Construction Manager must create a site specific plan that designates anEmergency Coordinator.

3.2 ROLES AND RESPONSIBILITIES

The General Contractor/Construction Manager, Construction EHS, Site EHS, and ERT will assist in thedevelopment of the plan.

GC/CM OWNER EHS OWNER ERT

Develop emergency responseplan with escalationprocedures. Provide toOwner’s Construction EHS orSite EHS personnel forratification

Evaluate state & local RQrequirements & establishreporting contacts

Primary response for spills atsustaining sites

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Designate contractorEmergency Coordinator

Perform regulatorynotifications upon receipt ofalert from emergency teams

Maintain incident responsematerials

Perform training Ratify emergency responseplans developed by GC/CM

Designate constructionemergency response team.

Overall emergency coordinatorfor site

Update plan as site develops

Develop communicationmechanisms amongsubcontractors

Determine evacuationprocedures

Approval

3.3 PLAN CONTENT

SITE DIAGRAM

The plan shall also include the following locations, at a minimum:

· Hazardous materials and regulated and/or chemical wastes· Location and description of structural spill prevention controls· Incident response material and spill cleanup supplies· Nearest drainage structure (storm drain, ditch, waterway) to each storage area· Site materials receiving and shipping areas which may receive hazardous materials or chemical

and/or regulated wastes.· Major excavation and earthwork activities and general drainage directions from those areas (due

to risk of fuel spills)· Fueling, maintenance, and/or vehicle/equipment washout areas.· Evacuation routes and assembly areas

DESIGNATION OF STORAGE AREAS

Hazardous materials and wastes must be stored in designated areas per the requirements of theHazardous Materials Control Plan (HMCP) and Hazardous Waste Management Plan (HWMP). The HMCPand HWMP must have descriptions of the materials stored in each area and potential release routes.

COMMUNICATION

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Communication systems are required for immediate alert among site workers, staff, and regulatoryagency. Site communications shall include:

· Internal system for immediate emergency notification and instructions to response personnel· Emergency alarm or system for immediate warning to site personnel of an emergency situation· External telephone and radio devices to summon emergency assistance from response agencies

The plan shall also include means for contacting Construction EHS or Site EHS personnel for anenvironmental emergency. The Owner will provide the emergency coordinator with contact informationduring plan development. Construction EHS or Site EHS personnel will determine if regulatory agenciesneed to be alerted. The GC Emergency Coordinator has the authority to contact regulatory agencies asrequired by law, but shall only do so if the designated Owner’s Construction EHS or Site EHS personnelcannot be contacted, or if time delay would result in exacerbation of the incident or regulatory violation.

CONTACT INFORMATION

The plan will include either a list or matrix of contact information for regulatory authorities and emergencyresources. The emergency coordinator and Construction EHS or Site EHS will determine the appropriatelocal authorities and contact information.

INCIDENT RESPONSE SUPPLIES

The plan evaluates the potential hazardous material storage areas and establishes the locations andcontents of response and clean-up supplies (absorbent booms and pads, oil dry, personal protectiveequipment, clean-up tools, simple chemical detection equipment such as pH paper, absorbent wipes,heavy duty waste bags, labels, caution tape). Hazards and quantities of chemicals in the area dictateinventories for the kits. An inventory sheet for each area shall be in the plan or in the plan’s diagram. Atleast one response kit shall be able to move to an incident anywhere on site; ideally the unit will be palletmounted or otherwise mobile.

MAINTENANCE OF RESPONSE SUPPLIES

Maintenance of inventory shall include inspections and re-stocking of supplies. The GeneralContractor/Construction Manager can use sealed fixed inventory kits, which are inspected for sealcondition. Required routine maintenance (respiratory protection equipment, fire extinguishers, etc.) shallbe in the plan.

DESIGNATION OF EMERGENCY RESPONSE TEAM (ERT)

The General Contractor/Construction Manager designates a construction emergency response team inthe plan. The purpose of the Construction Emergency Response Team is to:

· Protect personnel from further hazard· Stop, control, or contain release of hazardous materials at the job site· Clean up the hazardous materials after the release is controlled· Treat, package, store, and dispose of the released material resulting from the release· Decontaminate the area and equipment

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An incident commander leads the Construction ERT and represents the General Contractor/ ConstructionManager. The purpose of the incident commander is to provide:

· Overall authority and control of the emergency situation· Oversight and direction of employees, incident response team members, and the public· Technical direction of and responsibility for actions to assess, mitigate, and clean up the spill;

dispose of the hazardous wastes; and decontaminate the equipment and area· Coordination with outside responders· Notify the Owner of environmental incidents· Notification of outside agencies if the Owner’s Project Manager is unavailable· Protection of job site facilities

The Construction ERT will consist of at least eight members, including an Emergency Coordinator,supervisors, and technicians who must pass annual physical examinations to ensure employees can userespiratory protection and provide unrestricted lifting. A 40 hour training certification, consistent with29CFR 1910.120 (e)(3) is required. If the site ERT coordinator agrees, construction emergency responsecan use existing ERT resources at an established manufacturing site.

EVACUATION PROCEDURES

The procedures describe evacuation initiation, evacuation routes, assembly areas, and means foraccounting for personnel. Due to the variable staffing, it is recommended that a sweeps system be used.Staff with authority to evacuate shall be specified. The Owner’s Construction EHS or Site EHS will developevacuation routes and assembly areas.

HANDLING OF INCIDENT RESPONSE DEBRIS

The plan must specify means for collecting and containerizing debris and clean up material generatedduring an environmental incident. Contaminated soil must be excavated and underlying soil must besampled to verify clean-up. Results are given to Construction EHS or Site EHS and they will specifyprocedures to label, store, and arrange for debris disposal. A container matrix can be developed for thetypes of debris and the appropriate containers (e.g. poly containers for corrosive, closeable metal drumsfor fuels and solvents, poly lined roll-off dumpsters for large quantities of fuel contaminated soils, etc.).The Owner will manage characterization and disposition of wastes from releases. This waste shall bemanaged per the requirements of the HWMP and SWMP.

3.4 TRAINING PROGRAM

The General Contractor/Construction Manager will provide classroom and on-the job training andoperating instructions to personnel involved in the handling, operation, and maintenance andmanagement of hazardous materials, including the specifics of the incident response plan. Supervisorsmust complete checklists to document training and maintain for 3 years after the employee leaves thesite.

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3.5 PLAN MAINTENANCE

The General Contractor/Construction Manager must be updated as site characteristics change, includingculvert and storm drain structure installations, re-grading activities which modify release routes, roadreconfigurations which modifies evacuation procedures, change in the nature or quantity of hazardousmaterials used on the site, and addition of significant new release routes (such as roof drains and sumpsas buildings approach completion).

SECTION 4 – SOLID WASTE MANAGEMENT PLAN

4.1 OVERVIEW

This plan is meant to comply with government and Owner standards, save money, protect theenvironment by limiting the potential for pollution, and conserve material resources. Review the ChemicalWaste Management Plan and the Hazardous Material Control Plans while creating the SWMP.

4.2 Recyclable solid waste can be segregated or commingled. Recyclable solid wastes can becommingled; trash must be segregated at the source. A minimum requirement of at least 90% ofconstruction-generated debris to meet the USGBC LEED (Leadership in Energy and Environmental Design)-NC Criteria for diversion of construction waste management. Credited recycled materials do not includealternative daily cover, soil and rock from excavation activity. Solid waste collection bins must be placedin close proximity to projects and surrounding areas must remain debris-free. The following physical binrequirements are:

· Weather resistant labels with contrasting colors at accessible ends of containers· Covered if metal or general trash bins but local regulations may require other bins to be covered· Use of platforms/dock to mitigate safety hazard associated with placing solid waste into bins

Waste material is segregated for reuse, recycling, and disposal. The figure below illustrates waste streamsfor disposition of solid waste.

Year Project CATEGORY January February March

2014 Project NameFiber Recycled (tons (2000 lbs perton))

2014 Project NamePaper Recycled (tons (2000 lbs perton))

2014 Project NameCardboard Recycled (tons (2000lbs per ton))

2014 Project Name

Comingled Recycled waste (tons(2000 lbs per ton)) (defined persite in the definitions)

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2014 Project NameMetal Recycled (tons (2000 lbs perton))

2014 Project NamePlastic Recycled (tons (2000 lbsper ton))

2014 Project NameWood Recycled (tons (2000 lbs perton))

2014 Project NameE-Waste Recycled (tons (2000 lbsper ton))

2014 Project NameGlass Recycled (tons (2000 lbs perton))

2014 Project NameOrganics Recycled (tons (2000 lbsper ton))

2014 Project NameOther Recycled (tons (2000 lbs perton)) – concrete, asphalt, etc.

2014 Project NameSolid Waste Donations (tons (2000lbs per ton))

2014 Project NameTotal Landfilled (tons (2000 lbs perton))

2014 Project NameTotal Recycled (tons (2000 lbs perton))

2014 Project NameTotal Incinerated (tons (2000 lbsper ton))

2014 Project NameTotal Burned for Energy (tons(2000 lbs per ton))

2014 Project Name Revenue Generated ($)

Solid waste hauling and data reporting requires:

· General Contractor to develop agreement with solid waste hauler· Solid waste hauler to provide shipping data on a regular basis to General Contractor· General Contractor to provide solid waste data to the Owner EHS, monthly. Reports are to be

submitted by the 10th of the month following the end of the reporting month

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4.3 COMMUNICATION AND PLANNING

Figure 1 below illustrates where solid waste management requirements have been established.Appendices Q-T can also be used as “in-field” checklists to ensure compliance with this plan.

SOLID WASTE REDUCTION STRATEGIES

The General Contractor/Construction Manager is to implement all work activities while minimizing solidwaste. The following activities encourage source reduction of solid waste:

· Alter purchasing practices to reduce waste by buying in bulk and monitoring unused supplies· In landscaping design, avoid unnecessary clearing of trees. Chip roots and branches onsite.· Request minimum packaging or require suppliers to remove and handle packaging (unless

packaging reuse value is high)· Minimize excessive materials used and wasted· Use framing components manufactured offsite· Reuse excess lumber in the construction process· Secure onsite roll-off boxes to discourage unauthorized dumping· Ensure that materials are measured to avoid excessive end cuts· Asphalt and concrete wastes (including concrete blocks) can be ground and crushed onsite. Some

reuse options do not require processing of crushed material.· Waste products can be source separated to produce more marketable loads. Bins or boxes shall be

designated for various product types. Plans can be coordinated with CPM schedules. Research onend-use markets before project begins can result in good savings.

· Local refuse haulers are good resources for information about how to recycle different wastes· Local waste exchange can be contracted to determine what products are in demand for exchange· Instructing all onsite personnel regarding appropriate procedures will lead to higher levels of

material recovery.

4.4 SOLID WASTE AND TOOL DISPOSITION

The General Contractor/Construction Manager must prepare a recycling proposal that includes a ROIsummary, reviewed by the Owner’s Project Manager. If approved, the General Contractor/ConstructionManager will issue purchase orders and contracts for construction solid waste processing, storage,transportation, end-use markets, and final disposal. Final disposition arrangements must be coordinatedwith the Owner’s Construction EHS or Site EHS personnel. The contractor is to use Owner qualified ScrapSuppliers for Scrap SOW.

4.5 SOLID WASTE MANAGEMENT PLAN IMPLEMENTATION

The General Contractor/Construction Manager shall find locations for solid waste bins, boxes, and stagingareas and ensure that contractors and subcontractors are aware of requirements and resources availablefor implementing the SWMP. He/she will complete the following:

· Provide signs on bins or containers describing specific materials to be recovered· Communicate location of materials, methods separation and processes, locate storage areas· Define contractors and subcontractors’ responsibilities in regards to reusing, recycling and

disposing of waste materials.

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4.6 TRAINING

The General Contractor/Construction Manager is responsible for training construction managers,subcontractors, and applicable personnel who will implement this plan.

4.7 AUDITING

The General Contractor/Construction Manager will prepare a program report on a monthly basissubmitted to Construction EHS or Site EHS by the 10th of each month. This report will provide the followingtypes of information:

· Total tonnage of waste generated and recovered for reuse· Tonnage of waste recycled and capital cost recovered by recycling· Tonnage of shipped solid waste disposed and cost associated with shipping the waste.

SECTION 5 – WASTEWATER AND STORM WATER MANAGEMENT PLAN

5.1 OVERVIEW

For construction that disturbs more than 1 acre of land (or less if part of a larger common plan ofdevelopment) in the U.S., a federal National Pollutant Discharges Elimination System (NPDES) StormWater Construction Permit or State NPDES Storm Water Construction Permit must be obtained. NPDESPermits and accompanying Storm Water Pollution Prevention Plans (SWPPP) or country-specificequivalent plan must be written. The NPDES Permit and Plan must also be maintained updated on site forthe duration of the project. Each project will follow the site Master Plan and incorporate any federal,state, laws, property sale agreements (e.g. warranty deeds) and/or local ordinances as necessary into theproject (e.g., tree mitigation measures, endangered species concerns, storm water easements etc.).

Each contractor/subcontractor is responsible for the wastewater from construction. The GeneralContractor/Construction Manager is responsible for storm water discharges and implementing siteprograms with its subcontractors to facilitate compliance with this guideline, including BMPs andminimum performance. The General Contractor/Construction Manager may need to establish stormwater and wastewater control facilities and inspections. The following are activities that generatewastewater and are subject to the requirements of this document:

· Dust control· Clearing, grading and excavating· Fire-fighting activities· Truck wheel wash· Wash out of concrete trucks, building, other structures· Equipment cleaning· Cleaning of painting equipment· Pipe and process support equipment pressure testing· Pipe and equipment flushing and passivation· Dewatering subsurface soils

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Contractor must include the following within the program coordination efforts and/or plans:

· Chemical approvals for all materials brought onsite· Alert the Owner EHS to contact municipalities for hydraulic loading to POTW during flushes· Coordination of construction BMPs (e.g. retention/detention/sedimentation ponds), where

practicable remain in place and serve as the sustaining site storm water design BMPs as a costsaving and Site Master Planning effort

· Coordination of construction BMPs (drainage swales, retention/detention/sedimentationponds) with utility corridors and Site Master Planning efforts to avoid demolition duringconstruction

· No discharges onto adjacent non Owner property

5.2 ROLES AND RESPONSIBILITIES

Owner:

· In the US Owner and General Contractor/Construction Manager file the General Permit for StormWater Discharges from Construction Activity (USEPA NPDES permit) - Submit Notice of Intent(NOI) to appropriate storm water agency

· Obtain copy of the permit and forward a copy on to GC· Review GC SWPPP to ensure completeness; supply any information needed· Work with GC to determine BMPs to be used· Conduct periodic audit of BMPs, inspection reports, etc. to ensure the SWPPP is followed· Verify all construction is complete and final BMPs are in place· Prepare NPDES or equivalent outside of the US / Closure Plan. The Owner intends to accept sole

operation of the NPDES permit; storm water pollution prevention planning including maintenanceof all best management practices (BMPs) when site construction activities end. Stabilizationpractices (temporary seeding) are not possible in the summer months to the degree required inthe permit; therefore, the permit must remain open and where necessary temporary BMPsmaintained.

· Submit Notice of Termination (NOT) upon completion of the project

General Contractor/Construction Manager:

· The Owner and General Contractor/Construction Manager file the General Permit for StormWater Discharges from Construction Activity (USEPA NPDES permit) - Submit Notice of Intent(NOI) to the Owner for agency submittal

· Identify a responsible person for storm water compliance· Supply necessary information for NOI· Write SWPPP to cover requirements for construction activities identified in the permit· Ensure training of SWPPP requirements to affected personnel· Conduct work in such a way so as to minimize/eliminate storm water run-off· Work with the Owner to determine best BMPs and then maintain and inspect BMPs as required· Maintain records of all inspections· Assure construction activities are terminated and stabilization occurred in accordance with the

NPDES Stabilization / Closure Plan

Rev. 03/01/2014 Page 15

· General Contractor/Construction Manager to prepare the Notice of Termination (NOT) for theconstruction NPDES Permit to be filed under Owner cover letter and submitted to EPA at the timewhen construction activities are terminated and stabilization has occurred in accordance with theNPDES Stabilization / Closure Plan. The Owner accepts operation of the NPDES permit, inaccordance with Federal Register/ Vol. 63, No. 31/Tuesday, February 17, 1998 / Notice 7861,when these conditions of the Stabilization / Closure Plan are completed and finalized by fieldinspection and letter of acceptance. (These NOT conditions are to be included in the MinimumPerformance Requirements of the Owner’s GC Contract)

· Ensure all construction activities are complete and permanent BMPs are in place

5.3 EXPECTATIONS AND SUCCESS CRITERIA

Media Owner RegulatoryDriver

Scope Success Criteria Verification

Water

SWPPP GC CWA :GeneralConstructionNPDES

1. GC will submit toOwner an NOI

2. GC will implement allaspects of the SWPPP.

3. GC will integrate/createprograms to achievethe success criteriaincluding and notlimited to silt fencesand management ofBMPs.

4. The GC will be astakeholder in the EMSStorm Water (SW) sub-group

1. No erosion/silt ladeneffluent will leave thesite.

2. No water will leave thesite with anynoticeable sheen ordiscoloration includingturbidity. Upstreamturbidity equivalent todownstream turbidity.

3. Implementation of allaspects of the SWPPPincluding BMPs with achange control processand all other requiredactions.

1) SWPPP Logs2) SWPPP up-dated

SWPPP Owner CWA :GeneralConstructionNPDES

1. File NOI2. Owner will create

SWPPP withstakeholder within theEMS SW sub-group

3. Owner is a stakeholderin the EMS SW sub-group

1. Assuring integration ofcontractors success criteriato the overall site SWPPP

1. Periodic review oflogs/BMPeffectiveness withinthe EMS SW sub-group


GC Flush Permitsneeded toensureconditions of

1. The GC is responsiblefor flushing with onlyapproved chemicals (viathe Chemical ApprovalProcess) to approved

1. The GC will successfullyimplement and completeWCP for all flushes (SIPP)

Approval of the WCPand then successfulexecution to the plan

Rev. 03/01/2014 Page 16

the IndustrialUser Permit

discharge locations withvolumes, duration’s andchemicals identified inthe WCP (SIPP).


Owner Flush Permitsrequired bythe municipalIndustrialUser Permit

1. Owner will integrateflush process with theWCP known as SIPP

2. Owner will create andmaintain all dischargepermits

1. Successful integrationof targets and limits intoconstruction WCP andsustaining DMS.

1. Successful WCP2. Successful

compliancemonitoringprogram

5.4 SITE PREPARATION AND EARTH WORK

Erosion and sediment control plans are required to be prepared and submitted to the local buildingofficials for approval before site clearing, preparation or earth work can begin. At a minimum, the Erosionand Sedimentation Control Plan conforming to the provision of the NPDES requirements of the 2003 EPAConstruction general permit must be met and shall be evaluated during inspections. Key elements include:

· Erosion control measures - vegetative buffers, mulching, netting/mats/blankets, temporaryseeding, permanent seeding, sod stabilization on stock or spoil piles of dirt; cuts into the sides ofearth embankments, and sloping earth surfaces

· Sediment controls - silt fencing, straw bales/bio bales, sediment traps, sediment basins, storminlet protection, drainage swales, check dams, contour furrows, terracing, pipe slope drains, rockoutlets to protect the sediment from entering into creeks, rivers, lakes, storm sewers or drainageditches

· Erosion and sediment control measures shall be used as necessary, for runoff and run-on· Erosion and sediment control measures shall as a minimum be inspected once a week between

storm events and daily during and immediately following storm events. A log shall be keptrecording the inspections including:

o name of the inspectoro date and time of the inspectiono weather conditions at the time of the inspectiono any erosion and sediment control measures that failed or need of maintenance/repairo date, time and name of individual notified to make the repairs or perform maintenanceo When applying water to the non-paved roads and construction areas, the volume of water

shall not result in excess water running off into creeks, storm drains or lakes.

5.5 WASHING & CLEAN OUT OF MOBILE EQUIPMENT

Construction includes several of the following activities associated with the washing and cleanout ofmobile equipment:

· Truck wheel wash prior to exiting the site and entering paved public roads· Concrete cement trucks and pumper truck exterior washing and interior wash out

Rev. 03/01/2014 Page 17

· Heavy earth moving equipment high pressure water washing to maintain/repair or prior toremoval from site

Washing and clean out of mobile equipment can discharge petroleum products into wastewater, sowashing must occur in posted designated areas that are communicated to truck drivers along withwashing procedures. The wastewater shall not be discharged to municipal sanitary, industrial, or stormsewer systems or creeks, wetlands, rivers, lakes or drainage basins. Areas shall be lined to prevent soilcontamination and shall be large enough to hold waste water and precipitation (if applicable).

5.6 WASHING OF STRUCTURES AND SMALL EQUIPMENT

Posted in a conspicuous location, exterior structure washing, as final cleaning or sealant or coatingpreparation, in addition to sealant or coating equipment cleaning, generates wastewater. Key elementsto be addressed are:

· Washing and cleanout areas and usage procedure have been communicated to truck drivers· The wastewater cannot be discharged into municipal sanitary, industrial or storm sewer system

and will not come into contact with soil· The wastewater cannot be disposed of on the ground if it causes stains or discoloration· Water based paint waste and clean up liquids shall be placed in containers, with remaining liquids

shipped off site· Waste liquids containing petroleum or oil based cleaners, solvents, and mineral spirits shall be

placed in approved containers and managed as a waste for offsite

5.7 PASSIVATION, LEAK TESTING & FLUSHING OF PROCESS SUPPORT SYSTEMS

Passivation, leak testing and flushing prior to placing equipment and piping into service generateswastewater. The equipment is associated with:

· Fire protection· Potable water· Ultra-pure water· Boiler hot water/steam· Chilled water· Condenser/cooling tower· Wet scrubber· Wastewater collection/treatment

To ensure proper wastewater management, the Contractor must consider the following prior toperforming passivation, leak testing and flushing activities:

· Understand the volume of wastewater and the rate produced since it can be very high· Determine physical wastewater provisions and necessary approval(s) for wastewater if it is being

discharged to local sanitary sewer system· Comprehend any detergents, biocides, corrosion inhibitors or other chemicals in the wastewater

Rev. 03/01/2014 Page 18

· If discharged to the sanitary sewer, the discharge must be approved by Construction or Site EHSand may require testing prior to discharge

· Treatment may be required prior to discharge but dilution is not an acceptable treatment

Many sites have “Flush Permits” that are required for construction related wastewater dischargesincluding those discussed above as well as tool install/qualification, etc.

5.8 DEWATERING SUBSURFACE SOILS

Local conditions, excavation depth, and type/use of the structure to be built below grade determine iftemporary or permanent dewatering is needed. Consider:

· Any preexisting conditions that contaminated the site's groundwater, the options for the watermanagement may be limited

· State or local requirements may require permitting and dictate water storage and disposal· Adequate provisions to store and discharge the water without causing onsite or offsite flooding,

erosion and sediment control issues· If dewatering of subsurface solids is required, there is a place to pump water for onsite retention

or offsite disposal

5.9 RECORD KEEPING

The following records (if applicable) shall be maintained for at least three years:

· Records used for the NPDES Permit Application and any supplemental information, if applicable· NPDES Monitoring Records, if applicable· Calibration and Maintenance Records· Original Strip Chart Recordings for Continuous Monitoring Instrumentation· Reports required by Permits, Environmental Impact Statements, or other agency mandates or

Owner commitments

After Action Review Report

Success through mutual Trust, Respect and Commitment07-29-16 Rev 1.0 Safety First

After Action Review (AAR) Report

Event Information Section:Owner/Contractor PM

Event Date: Event Start Time: Event End Time:

Meeting Date/Time:

Building: PJCT PJTTT

PJT PJT Other:Project: Contrac

tor:Subcontractor:

Organization: BB/PSSS/Flex TI Sustaining

Location of Event:

Injury Update Section:Status of injured employee:

Root Cause Analysis Section:

What did we want to happen? :

What Actually Happened? (Problem Statement):

Chronology:

Current Situation:

Equipment Impacted:

Why did it happen? :Contributing Factors:·

Root Cause:·

What did we learn? :



What will we do different next time? :

AR Section:

AR#:

Description of A/R Status Notes AR Owner Due Date

1

2

3

4

5

6

7

8

9

10

Event Classification:ITP: Yes No± A Construction event that impacts routine planned manufacturing operations. Any Construction event

that causes a disruption in the normal cycle flow of products such as production stop, scrap or rework.o Occurs only when Construction causes an unscheduled interruption to factory production or

causes an out of spec (OOS) condition that causes an interruption to factory production. (CSCImpact to Production Form to be completed by Owner PM)

ITP Near Miss: Yes No± Any Construction event which nearly causes a manufacturing impact; but does not setback or stop

production or cause scrap or rework of product.

o Example: a Construction caused event that impacts one tool with no work in process;

High Learning Value Event (HLVE) Yes No± High Learning Value Event (HLVE) - an Event that needs to be shared with other Intel locations to

prevent re-occurrence (replaces old SBI/EBI designations).

Pictures:

Attendees:

Name Company Email