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Quality Management System

08/7/2017 Revision: 2

The information contained in this manual is proprietary and may not be copied, distributed or divulged to individuals outside of Haskell Corporation without the specific approval of Haskell Corporation Senior

Management.

QUALITY MANAGEMENT SYSTEM

Quality Management Plan of 151 Rev. 2

SECTION PROCEDURE PAGE

1 QUALITY MANAGEMENT PLAN QMP 3

2 MEASUREMENT, ANALYSIS & IMPROVEMENT QCP-MAI-1 10

3 DOCUMENT CONTROL QCP-DC-1 16

4 SUBCONTRACTING GUIDELINES QCP-SUB-1 27

5 NONCONFORMANCE CONTROL QCP-NC-1 31

6 MATERIAL CONTROL QCP-MC-1 35

7 EARTHWORKS QCP-E-1 40

8 WELDING CONTROL & INSPECTION QCP-W-1 45

9 UNDERGROUND PIPING INSTALLATION & TESTING QCP-UGP-1 51

10 CONCRETE PLACEMENT & INSPECTION QCP-C-1 56 11

STRUCTURAL STEEL ERECTION & INSPECTION (Field) QCP-SS-1 59

12 STRUCTURAL STEEL FABRICATION & INSPECTION (Shop) AISC Certified

QCP-SS-2

64

13 PIPING INSTALLATION & TESTING (Field) QCP-PP-1 65

14 PIPING INSTALLATION & TESTING (Shop) QCP-PP-2 80

15 INSTRUMENTATION & CONTROLS INSTALLATION QCP-IC-1 86

16 STRUCTURAL FIREPROOFING QCP-FP-1 90

17 STEEL & PIPING SURFACE PREPARATION & PAINTING QCP-PA-1 93

18 INSTALLATION OF ROTATING EQUIPMENT QCP-RE-1 96

19 STATIONARY EQUIPMENT INSTALLATION QCP-SE-1 106 20 GROUTING QCP-GR-1 114

21 BOILERS, PRESSURE VESSELS & POWER PIPING (Certifications R, U, S and PP)

QCP-BPV-1

118

22 CONTROL OF MEASUREMENT & TEST EQUIPMENT QCP-ME-1 119

23 FORMS 122

QUALITY MANAGEMENT SYSTEM QMP


SECTION 1 CONTENTS

SECTION TITLE

1.0 OBJECTIVE

2.0 GENERAL

3.0 ORGANIZATION

4.0 MATERIAL CONTROL

5.0 CONSTRUCTION

6.0 SUBCONTRACTORS

7.0 PROJECT DOCUMENTATION

8.0 QUALITY CONTROL PROCEDURES

9.0 NON-CONFORMING MATERIAL, PARTS, COMPONENTS PROJECT PROCEDURES INDEX



1. OBJECTIVE

1.1. The primary objective of this Quality Management Plan is to provide the guidelines for implementing our Quality Management System approach, and move us toward our goal of zero construction defects. A traditional quality control program assumes an acceptable level of quality, which is an allowable fraction of defective items. Our approach tolerates no defective items. While the goal of zero defects may be difficult to attain, it serves to foster the culture of continuous improvement, and refusal to be satisfied with “good enough”.

1.2. In order to satisfy this objective, this Quality Manual defines a system of guidelines for inspecting and documenting the quality of the work. The manual coordinates our quality control functions with quality assurance tasks requirements of the Client. By doing so, Haskell is able to obtain the feedback necessary to continually improve processes, by receiving Client Feedback during Quality turnover reviews.

1.3. Haskell maintains a library of Quality Control Procedures that are tailored to meet the unique requirements of each customer and project. Procedures are typically implemented for the following functions: 1.3.1. Material Procurement and Receiving-Including Subcontractors 1.3.2. Construction or Installation of Permanent Material 1.3.3. Systems Testing and Functional Checkout 1.3.4. Quality Inspection and Documentation

2. GENERAL

2.1. Haskell uses the Quality Management System approach for both shop fabrication and field construction projects. Delegating the responsibility of quality control at all levels of the project organization not only enhances the product quality for the customer; it generates personal pride in workmanship. The overall administration of the Quality Management System throughout the construction phase will be delegated by the Project Manager and the Haskell Site Quality Control Inspector.

2.2. For most aspects of the work, this Quality Control Manual will be issued by the Project Manager to the craft supervisors responsible for performing the work including the testing and inspection functions. Completed Reports and quality related forms will be turned over to the Project Manager for filing and incorporating into the Final Report.

2.3. The Project Manager will request that all sub-contractors submit some form of management plan, including the necessary quality control procedures for review, approval, and incorporation into the Haskell Project Quality Control Plan, prior to the performance of their work.

2.4. Certain operations require the assignment of a Haskell Quality Control Inspector to perform the quality control and documentation functions. Our Quality Control Inspectors are knowledgeable in all aspects of the job including civil, structural, welding, equipment, and document control these inspectors handle submittal of weld procedures, maintain weld maps, qualify welders, document test results, and collect records.

3. ORGANIZATION

3.1. Execution of the Quality Management Plan will follow along the lines indicated in the enclosed Project Organization Chart at the end of this section. The Project Manager is ultimately responsible for the total



quality of the project, implementation of the quality program, and the delegation of control functions. Haskell Corporation places primary emphasis for quality on the craft supervision and personnel. When Project needs require; Quality responsibilities may be delegated to a qualified designated representative.

3.2 Organizational Responsibilities

3.2.1 Haskell Corporate Quality Manager (QCM) shall be responsible for implementation of the Quality Control Program. In the event of any disagreement over quality issues at the field level, the Project Manager will resolve them. Designated Quality Control Inspectors (QCI) are also authorized to consult directly with the Haskell Corporate Quality Control Manager. The Quality Control Manager reports directly to the Haskell President and has a direct line of communication to the President of Haskell Corporation.

3.2.2 Project Manager will assign the general duties of quality control to a qualified Quality Control

Inspector who becomes the delegated authority for the implementation, review, and audit of the of the quality management program. The Project Manager along with the QCI shall be responsible to ensure the quality management program is followed.

3.2.3 Procurement Manager shall be assigned by the Project Manager, and shall be responsible for

the procurement of all Haskell purchased material. On smaller projects this may be the responsibility of the Superintendent.

3.2.4 Materials Manager shall be assigned by the Project Manager, and shall be responsible for the

receiving, storage, distribution, and preservation of all project materials, whether Client or Haskell purchased. On smaller projects this may be the responsibility of the Superintendent.

3.2.5 Quality Control Inspector (QCI) shall be responsible for implementing the Project Quality Control

Management program with the support of the Project Manager. 3.2.6 Haskell Field Engineer shall assist the Project Manager and Quality Inspector by ensuring

conformance to the Client specifications and expediting subcontractors. He/she reviews Client drawings for conformance, and identifies contract document conflicts and recommends solutions, by preparing the RFI’s or FCN’s. The Field Engineer shall also be responsible for keeping up to date tracking of redline/as built drawings and assists in the preparation of final turnover packages to the Client.

3.2.7 Superintendent is responsible for managing and directing subcontractors and employees in

completing the project in accordance with the Quality Management Program and Client specifications. He/She performs much of the project layout and is responsible to see that other objects are correctly located, and also coordinate material deliveries. The Superintendent works closely with the Project Manager and design professionals, advising them of issues that may arise during the course of construction.

3.2.8 Foreman is responsible for managing and directing craftsmen in completing the project in

accordance with the Quality Management Program and Client specifications.. The Foreman works closely with the Superintendent, advising of issues that may arise during the course of day to day construction.



3.2.9 Craftsman shall perform the physical work for construction and erection of the Project, as directed by the Foreman, General Foreman, and Superintendent. The Craftsman shall also be responsible to follow all the requirements of the Quality Control Program along with all the Client specifications. Craftsman may be assigned further responsibilities as assigned by the Foreman. All work shall be performed in a professional manner.

4. MATERIAL CONTROL

4.1. Basic procedures for handling materials and equipment that will become permanent components of the project are briefly discussed in this section and more specifically defined under QCP-MC-1, Material Control.

4.2. Project material quality control procedure provides specific instructions to the Materials Manager and/or craft warehousemen to ensure that materials received at the site are delivered without damage, have proper materials testing certification, and verification that item quantities and descriptions match those specified in the purchase order. The Materials Manager will also assign a site location code which identifies the storage area.

4.3. The Project Manager will designate a responsible person(s) to coordinate with Client Representative Personnel to establish areas for Receiving, Laydown, and Holding. These areas will be mapped out using a logical site plan grid and assigned "location codes".

4.3.1 All material will be received within the designated Receiving Area until it has passed inspection and assigned its site location code.

4.3.2 Material will be released by the Materials Manager from the Receiving Area and transferred to the designated Laydown Area as assigned by its logistical location code.

4.3.3 Defective materials will be returned to the supplier on the arriving carrier or transfers to a Hold Area to await future disposition.

4.3.4 Refer to Sections QCP-NC-1 and QCP-MC-1 of this manual for further guidelines concerning the handling of non-conforming materials and equipment, and appropriate corrective actions which cover material rejection.

4.4. As materials are received at the site, material receiving information (i.e. packing lists, certs, Certified

Material Test Reports (CMTR's) will be compiled by the Material Manager and reported to the Procurement Manager. If everything passes inspection and all paperwork is in order, material certificates and compliance documents will be logged in and a copy sent to the field office for input into a Material Tracking Spreadsheet.

4.4.1. If the items being received do not pass inspection, show incorrect quantities, and do not have the

required CMTR's or certificates, it will be reported to the Project Manager. If the volume of material warrants a tracking system, an Over, Short and Damaged (OS&D) Report will be completed and filed in the Material Control Manager’s files. The files of OS&D's will be maintained with periodic review by project management to ensure timely resolution of the discrepancies that have occurred.

4.4.2. If the volume of material, as assigned by the Project Manager, warrants a formal system, materialand equipment received onsite will be assigned a unique location code which will relate to



the scheduled work item and logical project component. This receiving data will be processed through the material control system in order to expedite retrieval during installation. An informal system is acceptable for projects handling small volumes of materials, if approved by the Project Manager and the Client.

5. CONSTRUCTION

5.1. Quality management during the fabrication and installation of permanent material and equipment components will be governed by the applicable Quality Control Plans (QCP) listed in the Procedure Index. These procedures follow the general requirements described in engineering documents and construction specifications. Please note that the procedures developed in this program offer general guidelines to assure quality.

6. SUBCONTRACTORS

6.1. Subcontracted elements of the project will adhere to the quality management system outlined in this Quality Manual. Haskell Corporation requires that all subcontractors submit the specific sections of the project Quality Management System to their work scope.

6.2. Subcontractor shall review all applicable Engineering and Construction Specifications included in the contract document. And provide the necessary input to be included into the Project (Haskell) Quality Control Plan.

7. PROJECT DOCUMENTATION

7.1. A complete project documentation file will be maintained in the main field offices for the project. Working drawings, active checklists, inspection files, and in-process QC Procedures will be maintained in the office of the Quality Control Inspector, with specific "traveling" files in the applicable work areas for reference by the crafts performing that particular work.

7.2. The quality control filing system will be structured according to the logical sequence of construction activities. The file structure for the Project will be sub-divided into following construction disciplines which represents the work scope defined for this project: Civil/UG and Concrete Work Structural Steel Fabrication & Assembly Concrete Fireproofing Piping Installation and Testing ASME Vessel Alterations Pumps Installation & Final Alignments Instrument Installations & Loop Checks

7.3. Quality Control document preparation, collection, signoffs, and filing will be developed progressively throughout the course of the project. 7.3.1. Prior to the installation of a particular system or plant component, the Haskell Field Engineer will

coordinate with the Project Manager to develop Work Item Folders which define a particular scope of work. The data contained in these Work Item Folders will be developed in accordance with the Quality Control Plan for each particular work sub-division.



7.3.1.1. Each folder will identify the required bill of materials, referenced drawings,

specifications, equipment numbers, and tag numbers, depending upon the particular discipline or sub-division the work scope falls under.

7.3.1.2. Each folder will also contain a test and inspection package with the applicable check

lists, forms, and certificates that identify the system or work and its quality control and inspection requirements. As test and inspection packages are completed, the required forms and certificates will be transmitted to craft supervision and the Haskell Quality Group, including the Haskell QCI.

7.3.2. The QC Inspector will maintain a current set of working documents, test and inspection

packages, marked up drawings reflecting statused weld maps, test and inspection certificates, and NDE reports.

7.3.3. The Field Office will maintain the Work Item Folders and oversee the work-in-progress statusing

function. If design changes occur, the Haskell Field Engineer will also incorporate any Redline Drawings, Request for Information (RFI), update the work scope document listings and data, and incorporate changes into the work folders.

7.3.4. The Project Manager will regularly obtain Work Item Folder and Test and Inspection Package

status information from the Haskell Field Engineer and QC Inspector respectively. This status will be incorporated into the P6 Primavera schedule and issued as part of the weekly status report. This report will enable the Project Manager and Field Superintendent to isolate and emphasize critical work items as required accomplishing schedule milestones as well as achieving the objective of the quality management plan.

7.3.5. Upon completion of the testing and inspection, the completed documents will be submitted to

the QC Inspector for distribution and filing.

7.4. Project records will be filed according to the guidelines set forth in QCP-DC-1 of this Quality Control Manual with compilation following a sequence of the logical execution of the work. Project records will be assigned a specific item number for reference purposes.

7.5. The Final Report, which includes all the Quality Documentation, will be prepared by the Project Manager according to the specific requirements outlined in the Engineering Documents and Construction Specifications.

8. QUALITY CONTROL PROCEDURES

8.1. These Quality Control Plans (QCP) are written instructions for performing the work, testing, and inspections. A QCP will include work instructions as well as reporting forms, and provide general instructions and methods for reporting. These QCP sections were prepared to cover anticipated conditions of the typical construction project, but for more detailed Quality Control Procedures a Quality Control Plan can be prepared to capture all additional required quality steps.

8.2. The quality control function identified by a QCP may be performed by a QC Inspector, Craft Inspector, or Trade Craftsman under the direction of Haskell Corporation.



8.3. Subcontractors to Haskell will be required to submit their own Quality Control Plans for the work they perform. In some circumstances, the written QCP's contained in the drawings and specifications are adequate and will be used for inspection, testing and reporting. Subcontractor QC functions will be performed by a QC Inspector, Craft Inspector, or Trade Craftsman under the direction of Subcontractor Management.

8.4. Quality Control Plans to be implemented under this Quality Control Manual will generally follow the logical execution of the work, and will support required scheduled activity for that type of work.

9. NON CONFORMING MATERIAL, PARTS, COMPONENTS

9.1. Non-conforming material, parts, and components will be reported in accordance with standard practice to the Client, and QCP-NC-1. 9.1.1. Throughout the project Haskell Corporation will verify compliance of Client Representative-

furnished equipment and materials with the specifications and drawings. If on the receipt of such materials, or any time thereafter, Haskell discovers noncompliance with the specifications, this fact shall be promptly communicated to the Client Representative’s representative for resolution.

9.2. Corrective action taken on non-conforming material, parts and components per specific instructions of the Client Representative’s Inspection Department following the guidelines set forth in QCP-NC-1.

PROJECT ORGANIZATION CHART

President

Procurement Manager

Materials Manager

Quality Control Inspector

Field Engineer

Superintendent

Subcontractors

Foreman

Craft Personnel

Document Control

Site Safety Manager

Project Manager

Quality Manager

Safety Manager

QUALITY MANAGEMENT SYSTEM QCP-MAI-1

Measurement, Analysis and Improvement of 151 Rev. 1

SECTION 2 CONTENTS SECTION TITLE

1.0 OBJECTIVE

2.0 GENERAL

3.0 ORGANIZATION

4.0 MONITORING AND MEASUREMENT

5.0 CONTROL OF NONCONFORMING PRODUCT

6.0 ANALYSIS OF DATA

7.0 IMPROVEMENT

8.0 STANDARD FORMS



1. OBJECTIVE

1.1. The primary objective of this section is to provide guidelines for implementing an audit system to the Haskell Quality Program by a means of Monitoring, Measurement, Analysis and Improvement.

2. GENERAL

2.1. Haskell will implement the processes needed to Monitor, Measure, Analyze and Improve their end products by: a) Demonstrating conformity to applicable codes and specifications b) Ensuring product conformity within the company Quality Management System. c) Striving to continually improve the effectiveness of the Quality Management System.

This will include determination of applicable methods, including statistical techniques and their uses.

3. ORGANIZATION

3.1 Execution of the Measurement, Analysis and Improvement Plan will follow along the same lines as the company organization chart, even though project quality is ultimately the responsibility of the Project Manager. The implementation of this plan is required by all too effectively become a staple of the Quality Management System.

3.1.1. The Haskell Corporate Quality Control Manager will be responsible for ensuring this plan is implemented and followed as intended for overall quality improvements.

3.1.2 The Quality Control Manager reports directly to the company President.

4. MONITORING AND MEASUREMENT

4.1. Customer Satisfaction

4.1.1. Haskell will monitor information relating to the customer’s requirements regarding the performance of the Quality Management Plan in relation to the end product of each project. The methods for the collection and use of this data will be determined on a case by case basis.

4.2. Internal Audits

4.2.1. To ensure the Quality Management System is working Haskell will conduct internal audits at planned intervals to determine if the system:

a) Conforms to the established Quality Management System

b) Is effectively implemented and maintained



4.3. Monitoring and Measurement of Process

4.3.1 Haskell will apply suitable methods for monitoring and, where applicable measurement of the quality control system processes. These methods will demonstrate the ability of the processes to achieve planned results. When planned results are not achieved, correction and corrective action will be taken, as appropriate, to ensure conformity of the product.

4.4. Monitoring and Measurement of Product

4.4.1 To verify that the product requirements have been met, Haskell will monitor and measure the product characteristics through inspections. This will be carried out at appropriate stages of product assembly in accordance with the project specifications and standards.

4.4.2. Records will be maintained showing conformity with acceptance criteria and person(s) authorizing release of product.

4.4.3. Unless otherwise approved by relevant authority, and where applicable by the customer, the product delivery will not be released until project specifications and standards have been satisfactorily met.

5. CONTROL OF NONCONFORMING PRODUCT

5.1. Haskell will ensure that the product which does not conform to product specifications is identified and controlled to prevent its unintended use or delivery. The controls and related responsibilities and authorities for dealing with nonconforming product will be defined in a documented procedure. See QCP-NCR-1

5.1.1. Haskell will handle nonconforming products by one of the following methods:

a) Taking action as to prevent reoccurring defective product.

b) By authorizing its use, release or acceptance under concession by relevant authority and, where applicable, the customer.

c) By taking action to prevent its use for the original intended use or application.

5.1.2. Records should show the nature of the nonconformity and any subsequent action taken including concessions obtained.

5.1.3. When nonconformity is corrected, it will be subject to reverification to demonstrate conformity to its original specification.

6. ANALYSIS OF DATA

6.1. Haskell will determine, collect, and analyze appropriate data to demonstrate the suitability and effectiveness of the Quality Management System and to evaluate when continual improvement of the effectiveness of the system is made.



6.2. The data will include generating results of monitoring and measurement activities and any potential other relevant sources used in the evaluation.

The analysis of data will provide information relating to:

a) Customer satisfaction

b) Conformity to product specifications

c) Characteristics and trends of processes and the product, including opportunities for preventative actions

d) Suppliers

7. IMPROVEMENT

7.1. Continual Improvement

7.1.1 Haskell will continually improve the effectiveness of the quality management system through the use of the quality plans, objectives, audit results, data analysis, corrective action and preventative actions as well as management review.

7.2. Corrective Action

7.2.1. To eliminate the cause of nonconformity Haskell will take action to prevent reoccurrences. The corrective action will be appropriate to the effects of the encountered nonconformity to the product.

7.2.2 The Project Manager shall evaluate any project related quality issues whether discovered during fabrication at Haskell shop facilities or if directly related to the jobsite or client. The PM will notify the QC Manager, who will then determine if an internal Corrective Action Report CAR is appropriate.

CARs may be issued when:

Product nonconformance’s are repetitive;

There is a single product nonconformance that is critical, by being costly or critical to safety;

There is a quality management system nonconformance discovered during an audit of the system;

Process deficiencies include breakdown of a proven process or incorrect methodology is used to execute process;

Customer has direct complaint on a project.



The QC Manager and the Project Manager are responsible to close CARs after evaluating root cause and the actions presented to prevent reoccurrences. A re-audit of the actions may be rescheduled to close the CAR or to assure continued effective implementation

7.2.3 Recording a corrective action request Corrective action requests are recorded on a Haskell CAR Form completed by the Project Manager. The form is designed to record:

a) The reference or requirement that has not been met; b) The issue/objective evidence/observation specifically that was non-compliant; c) The responsibility for addressing the request; d) The timeframe for completion; e) The root cause; f) The actions to prevent the problem from occurring again.

7.2.4 Recording and Monitoring The QC Manager maintains the status of CARs and monitors the progress of the plan to close the requests. The QCM informs the appropriate corporate manager(s) when issues are completed or progress is delayed. A summary of closed and open CARs is reviewed yearly at a minimum during a scheduled management review of the quality management system.

8. Standard Forms

CAR-1 Report Form CAR-2 CAR Log



Increased Customer

Satisfaction

CORRECTIVEACTION

Internal Audits

Preventive Action

Customer Comments

Non-Conformance

Reports

ANALYZE

Analyze Data

Management

Review

MEASURE

IMPROVE

QUALITY MANAGEMENT SYSTEM QCP-DC-1

Document Control of 151 Rev. 1

SECTION 3

CONTENTS

SECTION TITLE

1.0 GENERAL 2.0 SCOPE 3.0 RESPONSIBILITIES 4.0 PROCEDURE 5.0 TRANSMITTALS 6.0 DOCUMENT DISTRIBUTION AND VERIFICATION 7.0 REQUEST FOR INFORMATION

8.0 FIELD CHANGE NOTICES

9.0 RECORDS

10.0 TIMESHEETS

11.0 SAFETY RECORDS

12.0 GENERAL FOREMAN BOOKS

13.0 FOREMAN BOOKS

14.0 QUALITY CONTROL INSPECTOR DOCUMENTS



1. GENERAL

1.1 It is the policy of the Company to provide basic requirements for the control and distribution of documents to ensure that the shop and field construction personnel are working with the latest issue of all contract documents, and to establish guidelines for the control of all project documentation and records generated by all shop and field activities. It is not the intention of this procedure to define the job description of the Document Control Manager, nor to identify all document controls that all jobs will require. Additionally, contract documents may require changes to this policy. These changes shall be documented with the field Document Control Procedure.

2. SCOPE

2.1 This procedure describes the activities and controls used in receiving, recording, distributing, retrieving and destroying all pertinent job documents.

3. RESPONSIBLITIES

3.1 Project Manager (PM)

The Project Manager is responsible for ensuring that the requirements of this Haskell Corporation Procedure are properly implemented. It is also the responsibility of the PM to ensure all subcontractors submit through Haskell Corporation all the required project transmittals and to ensure transmittals are filed in accordance with this QC plan.

3.2 Quality Control Inspector (QCI)

The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications. From time to time the QCM will audit the Document Controls to assure the procedures are followed and that they are working, additionally Document control will audit the QCI to ensure quality records are up to date.

3.3 Safety Manager (SM)

The Safety Manager is responsible for collecting, organizing, and archiving all project-related safety & health documents. The Safety Manager will ensue that all documents conform to the appropriate standard of format and content, that each document is reviewed for signatures (where appropriate), and that documents are communicated to client representatives as required.

3.4 Document Control Manager (DC) or designee will be assigned by the Project Manager.

3.5 It is the responsibility of the Project Manager to maintain proper Document Control. And the responsibilities

of the QCM/QCI to implement and maintain Inspection and Quality records.

a) These responsibilities may be delegated to an approved designee, i.e. (Document Control Manager).



4. PROCEDURE

Document Control Process Flow

Determine Category RE

Receive data DC

Log data into system & complete routing

DC

Review & comment RE, DL

Consolidate comments RE

Track & expedite data DC

Subcontractor (copy)

General Contractor

Copy

Prepare transmittal & log data out

DC

Scan duplicate & issue data DC

File (original)

DC

Project website (If applicable)

KEY

RE-Responsible Engineer DC- Document Control Mgr. DL-Discipline Lead

Track & expedite resubmittal-process

starts over



4.1 One copy of the entire package of the project scope of work (including drawings and specifications) shall be given to the Document Control Manager or individual assigned to the project. The package must be undisturbed prior to delivery.

4.2 The Document Control Manager shall establish permanent files or packages for all jobs that require

records or supporting reports.

4.3 All documentation shall be checked against the document list for discrepancies or missing documents. When discrepancies occur it is up to the Document Control Manager to report them for correction. When a document list is not provided a list shall be generated documenting what drawings were received.

4.4 The files shall be placed in a controlled area; this will be referred to as the “Master Copy”. Access will be

by authorized personnel on an as-needed basis. If needed a spreadsheet may be generated to show where each file is located.

4.5 A distribution list shall be generated for all who shall require copies of work documents. If only parts of the

document are needed it shall be noted on the distribution list.

4.6 All personnel accessing the files shall abide by the controls established by the Document Control Manager.

4.7 Permanent project end files and packages are subject to audit by Document control, the QC Manager and the Safety Manager, and when applicable the client. At a minimum, these files shall include.

a. Submittal data packages

b. Scope of work. c. WPS’s and PQR’s. d. Welder qualification records.

e. Applicable drawing and engineering changes.

f. NDE reports and sign-off records.

g. Specification drawings and as-built drawings.

h. Leak test reports.

i. Correspondence.

j. Any other applicable QC reports and forms

k. Site Safety & Health Plan

l. Specific Protection Plans

m. Employee Orientation Package



n. Jobsite Inspection/Audit Reports

o. Injury/illness/event Log

p. Training Log

q. Safety Meeting Topic Log

r. Job Safety Analysis (JSA)

s. Equipment Inspection Logs

t. Schedule and cost estimates

u. Turnover packages especially those signed by the client

v. Any and all significant e-mails containing pertinent scope change, contract documents or approval documents not normally covered by a Transmittal or RFI. (no matter how informal) This includes Memoranda and Office Memos

4.8 Originals and copies shall be as legible as possible.

4.9 Upon job completion, the Project Manager or the Document Control Manager shall be responsible for

transmitting completed submittal data in accordance with specified contract requirements. 4.10 All incoming and outgoing Quality documents shall be routed through the Document Control Manager and to

be incorporated into the document control log.

4.11 The Document Control Manager shall stamp “RECEIVED” and the date received on all documents when received, and transmittal number received in.

4.12 The receipt of all documents shall also be recorded in a job-specific log or spreadsheet.

5. TRANSMITTALS

5.1 A logbook typically is a binder that holds all transmittals in sequential order. The logbook shall be kept in the

controlled area (see 4.2.1) by the Document Control. At a minimum the transmittal shall contain the following:

Unique number Who it is being sent to and from whom Date Subject Project number Description of transmittal List of contents Nature of transmittal- for approval, as requested, etc. Signatures



5.2 A copy of the transmittal letter shall be retained in the applicable project file or transmittal logbook and

attached to the acknowledgement copy when received. 5.3 The Project Manager or an approved designee shall sign and return the acknowledgment copy and

retain a copy of the acknowledgement in the project file or transmittal logbook.

6. INTERNAL DOCUMENT DISTRIBUTION AND VERIFICATION

6.1 The Document Control Manager shall copy and distribute documents as necessary. A field distribution log or spread sheet will be maintained by the Document Control Manager. Any superseded documents shall be retrieved by the Document Control Manager for possible destruction later. Should a copyholder want to keep a superseded document, the document shall conspicuously be marked “Superseded.” The Document Control Manager shall keep one copy of all superseded documents for record. It may be necessary to only provide a copy to the General Foreman to be distributed to the foreman who will keep up their field books as required. It is up to the foreman to maintain their own books.

6.2 The Document Control Manager shall perform periodic audits to verify that the field project documents

are up to date.

6.3 On small jobs the task of document control shall be assigned by the Project Manager to a designee that performs the same tasks as described in 6.1 of this Quality Plan.

6.4 The QC Corporate Manager and/ or QC Inspector shall perform periodic audits to verify that project

document control conforms to this procedure.

7. REQUEST FOR INFORMATION

7.1 When there is a need to write a Request for Information (RFI), it shall be submitted to the client through the Document Control System. An RFI log shall be generated to track outgoing and incoming, answered RFI’s. The RFI log shall be audited periodically to assure all RFI’s have been answered.

7.2 At a minimum the RFI shall contain the following: (See form RFI-001)

Unique number Who it is being sent to and from whom Date Subject Project number A brief but concise description of issue A potential solution to issue Date answer needed by List any drawing, specification, and /or standard reference and revision of doc Signatures Cross Reference with Subcontractors RFI



7.3 When writing RFI’s be professional, precise and to the point. There is no need for sarcasm and negative comments. Use professional references when writing RFI’s. When applicable offer a solution, this will help offer a quicker response.

7.4 All answered RFI’s shall be filed and distributed in the same manner as described in the above

sections, except that a printed copy of the RFI’s (by number) needs to be maintained in a Master RFI binder, accessible to all applicable personnel.

8. FIELD CHANGE NOTICES

8.1 When there is a need to write a Field Change Notices (FCN), it shall be submitted to the client through the Document Control System. A FCN log shall be generated to track outgoing and incoming, answered FCN’s. The FCN log shall be audited periodically to assure all RFI’s have been answered.

8.2 All answered FCN’s shall be filed and distributed in the same manner as described in previous

sections of this Document Control Procedure.

8.3 At a minimum the FCN shall contain the following:

Unique number Who it is being sent to and from whom Date Subject Project number Proposed change Cost estimate value or impact Schedule impact Client’s disposition-Whether to proceed, to stop work, etc. Signatures-By the Client and by the Haskell Project Manager Remarks if applicable Revision # if needed

9. RECORDS 9.1 A matrix detailing where each file / files are stored is recommended to allow quick reference and

auditing of Document Control system. 9.2 All job files containing relevant and required documentation shall be compiled in a neat and legible

package and submitted to the client for final acceptance and sign-off. 9.3 All documentation stored in electronic files on the computer must be backed up regularly.

9.4 An Electronic copy of all hydro and turnover packages shall be sent to the corporate office for

archiving. Haskell Corp shall retain the original packages for all ASME Section I and Section VIII code work, DOT, and as required by Client specifications.



EXAMPLES OF DOCUMENTS TO RETAIN

a) Electronic copy of entire turnover packages b) Transmittals with log c) RFI’s and Log d) ECN’s and log e) Weld maps and weld log f) Complete Test packages g) As-built and redline drawings h) MTR’s and MRR Reports i) Welder Qualifications and Weld Procedures j) All QC Inspection forms k) Submittal Data l) Memoranda / Office Memos with subject matter pertaining to the Project

These documents should be copied to PDF form.

9.5 Files sent back to the office in banker boxes for archives, shall be labeled with the following:

a) Job Name b) Job Number c) Job Location d) Contents of banker’s box shall be listed on top and front. e) List of Contents inside the banker’s box f) Discard date label on three side of the box. Top, front, and at least one side. (7 years

unless project specifies otherwise) See document turnover chart next page:



PM

SAFETY

Training

Orientation

Injury Reports

Reporting

DOC CONTROL

Drawings

Specs

Changes

RFI's

Transmittals

Correspondence

GF/Foreman Books

Sub Docs

QC

Turnover

Inspection Reports

MTR's and MRR's

Weld Logs and NDE

Hydro

Subs



10. TIMESHEETS

10.1 Time sheet shall be maintained throughout job, filing daily. These records will not be copied or sent back to the corporate office as they will be submitted daily and are duplicates.

10.2 The original copies of the W-2’s and hiring packages shall be sent to the Haskell Corporation

payroll office. All other copies shall be destroyed in a manner to keep personal information private.

11. SAFETY RECORDS

11.1 All Safety records shall be implemented and maintained by the Safety Manager (SM). These documents include the following :

a) Site Safety & Health Plan b) Specific Protection Plans c) Employee Orientation d) Jobsite Inspection / Audit Reports e) Injury/illness/ Event Log f) Training Log g) Safety Meeting Topic Logs h) Job Safety Analysis (JSA) i) Equipment Inspection Logs

11.2 For more specific instructions refer to the Haskell Safety Manual. 12. GENERAL FOREMAN BOOKS

12.1 The General Foreman shall keep a comprehensive status book that may be picked up in their

absence and understand where the status of their work is.The superintendent has the responsibility to ensure all foreman books are satisfactorily maintained and updated.

12.2 It shall be the responsibility for the General Foreman to update their own books; this will assure

that the general foreman has knowledge of any revision or change to the project.

12.3 The General Foreman shall keep the books updated of daily progress by specific highlighting to allow for comprehensive tracking of status.

13. FOREMAN BOOKS

13.1 The foreman books shall be maintained in the same manner as the general foreman books for

their responsible area or areas. The General Foreman has the responsibility to ensure all foreman books are satisfactorily maintained and updated



14. QUALITY CONTROL INSPECTOR DOCUMENTS

14.1 The Quality Control Inspector documents shall be maintained in a way suitable to follow the work, the hydro packages, and the turnover of discipline to the client.

14.2 All quality documents shall be maintained and updated by the QCI; this will assure that the QCI

has knowledge of any revision or change to the project. All revisions / updates shall be given to the QCI through the Document Control Manager.

QUALITY MANAGEMENT SYSTEM QCP-SUB-1

Subcontracting Guidelines of 151 Rev. 1

SECTION 4

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 SCOPE

3.0 RESPONSIBILITIES

4.0 PROCEDURES



1. GENERAL

It is the policy of the Company to implement QC requirements for all work performed by subcontractors on Company projects.

2. SCOPE

This procedure is applicable to all subcontractors performing services for the Company.

3. RESPONSIBILITIES

It is the responsibility of the Project Manager or an approved designee to ensure that all work performed by subcontractors for the company is in accordance with the requirements of this procedure.

3.1 All installations shall be performed as shown of the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI on a Field Change Request (FCR) or Field Change Notice (FCN).

3.2 Project Manager (PM) The Project Manager is responsible for ensuring that the requirements of this Haskell Corporation Procedure are properly implemented.

3.3 Quality Control Inspector (QCI) The Quality Control Inspector is responsible to provide technical support to ensure the subcontracting guidelines are followed. The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications.

4. REQUIREMENTS

4.1 All subcontractors performing fabrication or construction activities shall provide a copy of their QC Manual to the QC Manager or approved designee for review and acceptance before the commencement of any work.

4.2 The QC Manager or approved designee shall identify:

4.2.1 All Quality Control documentation to be submitted by the subcontractor for the work

to be performed if applicable.

4.2.2 The distribution and retention requirements of such documents and records.

4.3 All subcontractors shall be issued drawings, procedures and standards that apply to their scope of work. All subcontractors must have a clear understanding of and the ability to conform to design specifications, applicable codes and approved procedures.

4.4 All subcontractors shall conform to the QC programs of the Haskell Corporation and the client.



4.5 Any state, local or jurisdictional requirements for certifications of personnel shall be followed. The

subcontractor is responsible for submitting copies of all required certifications to Haskell Corporation to be forwarded to the Client when required.

4.6 The QC Inspector or approved designee shall monitor the progress of the subcontractor and ensure

that all required documentation is received when required or requested. The documentation shall be reviewed with the Subcontractor QC Representative before acceptance.

4.7 Welding

4.7.1 The subcontractor shall submit for review all Weld Procedure Specifications (WPS’s) and Procedure Qualification Records PQR’s that apply to the jobs that will be performed.

4.7.2 All welding personnel must be qualified in accordance with the applicable codes. Welder

Performance Qualification (WPQ’s) and current continuity reports must be submitted for all personnel welding on the job or in fabrication shops.

4.7.3 All NDE testing and weld tracking shall be the responsibility of the subcontractor unless

agreed upon, in writing before the commencement of the job.

4.7.4 The subcontractor shall submit for review welding inspector certifications.

4.8 NDE Companies

4.8.1 All NDE companies performing work for the Haskell Corporation must submit current certifications for personnel performing the work.

4.8.2 All NDE companies shall submit written procedures for testing, to the Haskell Corporation,

and are subject to Client Approval.

Note: These submissions may not be necessary if the client is providing the NDE services and the work is not within the scope and requirements of the Haskell Quality Control Manual for “R”, “U”, “S” and “PP” certifications.

4.9 Painting 4.9.1 Painting Contractor will provide written procedures, and certifications or training records

for Painters 4.9.2 Painting Contractor is responsible to provide their own QC for Painting.



4.9.3 Painting Contractor is responsible to verify Materials purchased meet the coating requirements, and are within the permitted shelf life.

4.9.4 The Painting Contractor is responsible to have calibrated equipment and provide Haskell

with Paint reports that cover at a minimum: Environmental Readings Blast Profile Surface cleanliness Coating Thickness

4.10 Insulation

4.10.1 Propose an insulation system that meets the requirements of the specification. Include

an installation and maintenance procedure for review and Client approval.

4.11 Verify all materials are as specified per drawings and procedures.

4.11.1 It is the contractors responsibility, that all materials handled and stored to prevent mechanical or moisture damage.

4.11.2 Verify that all materials have been satisfactorily coated per the coating specification

before insulation is applied. 4.11.3 Verify that Manholes, nameplates, stampings, code inspection plates and weep holes

are not insulated. 4.11.4 Weatherproofing shall be installed immediately after the insulation is applied. 4.11.5 Upon completion the insulation contractor shall turn in a quality report stating that the

insulation has been installed per the job specifications, and if required by contract a report by system and or line.

4.12 All required documentation for the subcontractors completed work shall be submitted to the QC Inspector to be included in the respective project file.

QUALITY MANAGEMENT SYSTEM QCP-NC-1

Nonconformance Control of 151 Rev. 1

SECTION 5 CONTENTS SECTION TITLE

1.0 GENERAL

2.0 DEFINITIONS


4.0 DISPOSITION & DOCUMENTATION OF MAJOR NONCONFORMANCE

5.0 DISPOSITION & DOCUMENTATION OF MINOR NONCONFORMANCE

6.0 SEGREGRATING OF NONCONFORMING ITEMS

7.0 COMPLETING THE NONCONFORMANCE REPORT

8.0 CORRECTIVE ACTION (CARS)

9.0 RECORDS

10.0 STANDARD FORMS



1. GENERAL

1.1 This Procedure provides a method to identify, address and resolve nonconformance. Methods described here assure that nonconformance’s are identified and prevented from reaching the next operation and ultimately the Customer.

1.2 It is the policy of Haskell Corp. to ensure that the quality of all work performed Meets the design requirements, code requirements and client specifications.

1.3 This procedure is written to allow adequate review and disposition of work and Material that does not

meet design requirements, code requirements and client specifications. It can also be used as a training aid when error trends are recognized. The nonconformance is not intended to serve as a report card.

2. DEFINITIONS

2.1 Product Nonconformance’s – Product or materials that do not conform to customer, code or company requirements.

2.2 Major Nonconformance – A nonconformance that requires prior approval of

the Engineer, client or independent inspector to repair, rework or use as is.

2.3 Nonconformance – Any shop prefabricated item, field fabricated item, work performed or material that does not fulfill the design requirements.

2.4 Process Nonconformance – Methods and error trends in the performance and application of the quality management system.

2.5 Disposition – A statement outlining the actions required to satisfy a nonconformance.

2.6 Repair or Rework – The process of restoring a nonconforming item to the design requirements.

2.7 Use as is – A decision to not repair a nonconformance that is unlikely to result in adverse conditions or that meet all applicable requirements and has client and engineering approval.

2.8 Return to Vendor – A decision to return to vendor nonconforming work or material that does not meet all design requirements.

2.9 Scrap – A decision to scrap nonconforming material found to be unusable.

3. RESPONSIBLITIES

3.1 QC Manager (QCM) The QC Manager and Project Manager are responsible for ensuring that the requirements of this

Haskell Corporation Procedure are properly implemented. Further, it is the responsibility of the QC Manager or an approved designee to ensure that all nonconformance’s are reported and repaired in accordance with this procedure.



3.2 Quality Control Inspector (QCI) and Site QC Manager

The Quality Control Inspector is responsible to provide technical support to ensure compliance with this procedure. The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications.

4. DISPOSITION AND DOCUMENTATION OF MAJOR NONOCONFORMANCE

4.1 All installations shall be performed as shown in the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI with an RFI.

4.2 When a major nonconformance is discovered, the following steps shall be taken:

a. Craft Supervision shall stop work on the assembly or installation. b. The Project Manager and QC Inspector shall be notified. c. The QC Manager, shall document the nonconformance. d. The Project Manager and QC Inspector shall determine the action to be taken. Corporate office

specialists and others may be consulted. e. The QC Inspector shall initiate a Nonconformance Report form. (QCP- NC- 1) f. The Project Manager or an approved designee shall discuss the correction options with designe

and client, as necessary. g. When the disposition has been finalized, the Project Manager or the QCI shall have the

designer or client sign the Nonconformance Report to indicate their approval. h. A copy of the final signed NCR shall be sent to the Haskell QC Manager for review.

4.3 The QC Inspector shall maintain a Nonconformance Report Log to show the status of all NCR’s.

5. DISPOSITION AND DOCUMENTATION OF NONOCONFORMANCE 5.1 When a nonconformance is discovered, the QC Inspector, Project Manager or his designee, shall

determine the required corrections. They may consult with others to obtain the best solution.

5.2 Nonconformance’s that are corrected upon discovery or by subsequent normal work in progress need not be documented. This would apply to items still in the Haskell Shops, once it leaves the shop and has had any NDE it will need to be documented as an NCR, additionally any misfabs due to detailing errors that result in legitimate back charges or re work also need to be documented.

6. SEGREGATING OF NONCONFORMING ITEMS

6.1 Nonconforming items shall be identified and clearly marked and placed in a designated area until the nonconformance has been corrected and the disposition process has been completed.

6.2 Nonconforming work or components shall be tagged and identified.



7. COMPLETING THE NONCONFORMANCE REPORT

7.1 The QC Inspector shall verify the corrective action required and disposition is accomplished.

7.2 The QC Inspector shall complete the NCR Form in accordance with the requirements outlined in this quality section.

8. CORECTIVE ACTION (CARS) 8.1. To eliminate the cause of nonconformances,Haskell will take action to prevent reoccurance. The

corrective action will be appropriate to the effects of the encountered nonconformity to the product.

8.2. CARS may be issued when:

Product Nonconformances are repetive. There is a single product nonconformance that is critical, by being costly or critical to

safety. There is a quality management system nonconformance discovered during an audit of

the system. Process deficiencies including break down of process or incorrect methodology is used

to execute process. Customer has a direct complaint on a project.

9. RECORDS

When required by the Client, Haskell Quality forms may be substituted for Client standard forms. This substitution will not require a revision to this manual where Haskell standard forms are identified

10. STANDARD FORMS

The following forms will be maintained as part of the project record. Form QCP-NC-1 – Nonconformance Report Form QCP- NC-2 – Nonconformance Report Log

QUALITY MANAGEMENT SYSTEM QCP-MC-1

Material Control of 151 Rev. 1

SECTION 6

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 CONTRACTOR PURCHASED MATERIALS


4.0 MATERIAL RECEIVING PROCEDURE

5.0 RETURNED MATERIALS

6.0 STORAGE PLAN

7.0 SCRAP MATERIAL CONTROL

8.0 MATERIAL CERTIFICATIONS

9.0 STANDARD FORMS



1. GENERAL

Material Control is intended to ensure that materials are properly received and accounted for, are inspected for damage, inspected for compliance with specifications, properly identified, and stored in a manner that will facilitate quick retrieval for use. This procedure covers the control of materials purchased directly by Haskell. Successful implementation of this procedure requires material receiving procedure, a scrap and surplus material disposal plan, inspection and certification procedure, and a comprehensive material storage plan.

2. CONTRACTOR PURCHASED MATERIALS

2.1 Haskell will procure materials per the Job specifications and customer requirements.

2.2 Material Takeoffs

2.2.1 Material quantities, descriptions, and sizing information will be developed from the Issue for Construction (IFC) drawings and specifications. In instances when waiting for receipt of IFC packages will impact the schedule, bulk quantities may be gathered from preliminary data.

2.2.2 Material takeoffs will be compiled by drawing or group of drawings in order to trace materials back to the contract documents and specifications. Takeoffs can be performed in any acceptable method as approved by the Project Manager. When takeoffs are completed, total quantities of each unique material component will be summarized and used for purchasing. Technical questions or missing data will be confirmed by referring to the engineering specifications.

2.3 Purchase Orders

2.3.1 Material takeoff spreadsheet will be used to prepare purchase orders (PO). The PO will be assigned a unique number which becomes the material control record number. The PO will be issued using cost codes and area designations, to assist in assuring that materials are used in the proper location. Haskell standard purchase order forms will be used.

2.3.2 A file of project POs will be maintained in the material control office at the site that has been designated by the Project Manager. The PO will identify what certifications are required from the vendor before any materials received at the site can be accepted.

3. RESPONSIBILITIES

3.1 All installations shall be performed as shown on the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI on a Field Change Request (FCR) or Field Change Notice (FCN). Field Change Requests and Field Change Notices are further discussed in Section QCP-DC-1, Document Control.




3.3 Quality Control Inspector (QCI) The Quality Control Inspector is responsible to provide technical support for the implementation of material control. The QCI is also responsible for carrying out and ensuring all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications.

4. MATERIAL RECEIVING PROCEDURE

4.1 Receiving

4.1.1 Verification of the Packing List

A physical count of material is made to determine that the quantity shown on the packing list is correct, and a physical inspection of the material to determine that specifications including size, tagging, color coding, and general description are as indicated on the packing list. Any differences must be noted on the packing list for verification against the Purchase Order. Circle the quantity in the “SHIPPED” column to indicate that the material has been received. Indicate the date that the materials were actually received at the site, not the date of the physical inspection. In the event that a vendor does not supply a packing list, a dummy packing list shall be prepared.

4.1.2 Overages

If an over shipment is made on a Haskell Purchase Order, the Haskell Project Manager shall be contacted for the decision to keep or return the material. If the material is to be kept, the Project Manager will notify Haskell Purchasing to amend the Purchase Order to accurately record the increased quantities.

4.1.3 Shortages

If the shortage is apparent at delivery, it is very important that the proper notation and the signatures of the material receiving person and the Carrier be made on the original shipping documents (delivery receipt, freight bill, bill of lading) indicating the shortage. Without this document, any claims may be invalid. If the shortage is discovered after delivery, the carrier will immediately be contacted to perform an on-site inspection. Copies of the carrier’s inspection report must be obtained as quickly as possible. However, if it is apparent that the shortage is a vendor packing error, inspection by the carrier may not apply. All shorted material will be completely identified. Haskell Purchasing will assist in contacting vendors for locating lost shipments and shipping back ordered materials.

4.1.4 Damages

If any damaged goods are noticed, or shortages discovered, a notation shall be made on all copies of the shipping documents, and signed by the delivering carrier. For rail shipments showing apparent damage, contact the carrier’s agent before off-loading the car. The agent will either advise to hold off-loading until an inspection can be made, or he may authorize off-loading. If concealed damage is discovered later, the delivery carrier must be contacted to perform an inspection. There is a 15 day time limit for reporting concealed damage to a common carrier.

Photographs shall be taken as further proof of damage. The date and description of each photograph will be recorded and become part of the file for damages.



If the materials can be repaired in the field, repairs will not proceed until authorized by the Haskell Project Manager.

In the event that materials are damaged by Haskell handling, the Project Manager is to be notified immediately. The Project Manager will file insurance claims and make arrangements with Haskell purchasing for replacement orders, as required.

5. RETURNED MATERIALS

The Haskell Purchasing Manager must approve all returns of Haskell purchased items.

6. STORAGE PLAN

6.1 General

The Material Control Manager, together with the Project Manager, shall layout material laydown areas in and around the work site. A well-organized material laydown will provide crews with more time spent working the materials instead of looking for them. A material receiving Hold Area with restricted access will be established to prevent use of materials not yet inspected or not acceptable.

6.2 Structural Steel

Steel shapes will be stacked by size and weight. The size, weight and length of each piece will be marked with a paint marker. A map of the storage area designating where items are stored will be maintained by the Materials Manager, when large projects require such control measures. The heavy shapes will be stacked nearest to the fabrication area or point of use to minimize handling.

Forklifts will primarily be used for material handling and offloading; all materials will be placed on suitable dunnage, and the grid arrangement will leave forklift access between the rows.

6.3 Piping

When quantities warrant, straight run piping and pipe spools shall be placed in a gridded area. Carbon steel and alloy materials will be segregated. Valves and pipe fittings will be stored inside or under cover whenever possible. Straight run lengths will be stored with the mill markings visible, or marked with paint marker showing the nominal size, bore heat number. A map of the laydown area will be maintained.

Ensure sufficient access exists to pick materials with forklift or crane. All straight run piping will be stored on dunnage. All pipe fittings will be placed on pallets. Stainless steel pipe and fittings will not be placed on creosote treated lumber.

7. SCRAP MATERIAL CONTROL

7.1 Definition

Scrap pipe is defined as pieces less than two linear feet for diameters 2” and under; lengths less than four feet for diameters over 2”.

7.2 Scrap Sales / Removal from Site



Scrap materials will be held on-site until project completion. If the volume of scrap warrants, bids will be obtained prior to any scrap sales. Prior removing any scrap materials from site, the items will be surveyed to verify that the materials are indeed scrap.

7.3 Marking

Scrap materials that are to be kept shall have a legible heat # and/or pipe schedule written on them, traceable to the Mill test certification.

8. MATERIAL CERTIFICATIONS

8.1 Certified Mill Test Reports

All materials ordered with material certifications required as noted on the purchase order will not be accepted unless the certification documentation accompanies the shipment and the material can be physically matched to the certification.

A copy of the material certification will be maintained in the file with the material receiving report.

9. FORMS

When required by the Client, Haskell Quality forms may be substituted for Client standard forms. This substitution will not require a revision to this manual where Haskell standard forms are identified.

Material Receiving Report MRR-1

QUALITY MANAGEMENT SYSTEM QCP-E-1

Earthworks of 151 Rev. 1

SECTION 7

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 RESPONSIBLITITES 3.0 MATERIALS 4.0 GRUBBING 5.0 EXCAVATING 6.0 COMPACTION 7.0 ROADS 8.0 FOUNDATIONS 9.0 STANDARD FORMS



1. GENERAL

1.1 Introduction

This section describes the general requirements for control of civil earthwork. The contract documents shall govern over this quality procedure.

1.2 As a minimum Haskell will follow the requirements of Division 2 of the WSDOT Standard Specifications for Road, Bridge, and Municipal Construction, unless otherwise specified.

2. RESPONSIBILITIES

2.1 All earthwork activities shall be performed as shown on the design documents and/or as directed by the client representative(s). Any deviation, including those directed by a client representative(s), shall be documented by the QCI or Field Engineer on a RFI, and submitted for client approval.



The Quality Control Inspector is responsible to provide technical support for the earthwork activities. The QCI is also responsible to schedule the Geotest company to perform all required inspection activities, and verify documentation is completed along with appropriate sign offs in compliance with Code and client specifications.

3. MATERIALS

3.1 All structural fill materials shall conform to the design and contract documents, as well as the specified specifications and standards.

3.2 All structural fill materials shall be submitted to the client representative(s) for approval prior to installation.

3.3 Every effort will be made to control ground and rain water from becoming a hazard and/ or from over saturating fill materials. Pumps and or covers shall be used to mitigate any rain or ground water saturation issues that may arise.

3.4 The reuse of native soil for backfill shall be only at the approval of the client and must have soils testing performed to prove as a suitable structural fill. All stockpile materials suitable for backfill material shall be kept dry and from over saturation of water.

3.5 Materials not suitable for backfill shall be kept isolated from approved backfill materials and disposed of in accordance to the specifications and standards.



4. GRUBBING/ CLEARING

4.1 The grubbing of the project shall be performed in such a manner that all vegetation, stumps, buried logs, and deep roots are completely removed.

4.2 All debris involved with grubbing shall be disposed of in accordance with the contract documents.

4.3 It is very important to keep grubbing debris isolated from backfill material.

5. EXCAVATING

5.1 It is important to only excavate to the required depth as specified in the contract documents, but in may be necessary to over excavate, at which point a suitable backfill material must be used to build the excavation back to the desired depth. Such backfill activities will require a compaction test to the specified acceptable compaction requirement (s).

5.2 Care shall be taken when excavating near electrical conduit, piping and in areas of questionable soil conditions.

The following safety specifications shall be referenced for guidelines when working in these conditions:

1) WAC 296.155 Part N

2) OSHA 29 CFR 1926.652

5.3 It may be necessary to pot hole areas for investigation of or location of key underground equipment. A suitable backfill may be placed if the pothole is going to be re-dug, otherwise the pothole shall be filled in with acceptable backfill material as specified in the contract documents.

5.4 Suitable shoring shall be used for excavation where personnel are required to work. Shoring selection shall be based on the type of work required in the excavation, and must be accompanied by certification paperwork before its use.

The following safety specifications shall be referenced for guidelines when working in these conditions:

3) WAC 296.155 Part N

4) OSHA 29 CFR 1926.652

5.5 Earthwork observation and testing is performed to monitor and verify work is being done in compliance with the approved site plans and specifications. Observational data is documented in the web-based report system and describes progress of construction and any required action needed to correct nonconforming work. All inspections are conducted by trained and authorized professionals. Frequency of observation is determined by the inspector, project manager, and engineer and project team. In-house training and field audits are conducted regularly and as needed for professionals.



6. COMPACTION

6.1 All compaction activities shall be monitored by the Geotechnical Company, when required by Client specifications.

6.2 Backfill materials shall be placed in 12”-18” lifts, unless otherwise specified, and shall be compacted to the desired compaction prior to any consecutive lift.

6.3 All compaction tests shall be performed by a qualified person from the third party inspection agency, using only qualified equipment and techniques. In-place density tests using a nuclear density gauge is performed in accordance with ASTM D6938 to determine that backfill materials are compacted to the relative dry-density specified in project documents. Only trained and certified professionals are authorized to use a nuclear density gauge. Regular calibration of each nuclear density gauge in performed by a 3rd party accredited calibration agency. Calibration is documented and kept with each piece of equipment.

6.4 All Compaction Test Reports shall be turned into the QCI

6.5 Sampling of all construction materials is done on a random basis as specified by ASTM D3665 “Random Sampling of Construction Materials.” Specific sampling practices are utilized when applicable including:

ASTM D75 “Practice for Sampling Aggregates” ASTM D979 “Practice for Sampling Bituminous Paving Mixtures” ASTM D5361 “Practice for Sampling Compacted Bituminous Mixtures for Laboratory

Testing”

All test specimens procured are clearly marked by source, type of material and job number to ensure there are is no mix-up of material during transport or laboratory log-in. Samples received by the laboratory are logged-in and given a unique identifier within the Lab sample book. Additionally, specifications are recorded at the time of sampling and noted in the lab sample book indicating the appropriate tests and preparation necessary for each sample. All samples are protected and stored to eliminate the potential damage, contamination or corrosion. If a sample’s security or condition is in question the client is notified immediately and consulted.

7. ROADS

7.1 It is recommended that the road and edges of the road, up to 3’ from the road’s edge, be compacted to no less than 95%, especially if heavy traffic and crane use in the area is expected.

8. FOUNDATIONS

8.1 For areas with several foundations with little separation between the foundations, it is recommended to compact the whole area to the required compaction desired under the foundations. This will ensure control of compaction requirements to the design specifications, without concern of a less than desired compaction level.



9. STANDARD FORMS

Most soil type activities are performed by a third party inspection agency, and Haskell will accept and use the third party inspection agency’s report forms unless the contract documents require other means of reporting such activities.

QUALITY MANAGEMENT SYSTEM QCP-W-1

Welding Control and Inspection of 151 Rev. 2

SECTION 8

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 WELDING REQUIREMENTS

3.0 RESPOPNSIBILITIES

4.0 REPORTING

5.0 STANDARD FORMS & DOCUMENTATION



1. GENERAL

1.1 Introduction

This section provides guidance on the control to be applied by fabrication projects to welding operations, pre and post weld heat treatment non-destructive examination, and the production of associated inspection and test records.

1.2 Purpose

It is the policy of the Company to ensure that welding is performed and accepted in accordance with design and code requirements.

1.3 Scope

This procedure applies to all welding performed by the Company, except that which is within the scope of ANSI/ASME BPVC Section I and Section VIII, and B31.1 Boiler Piping.

1.4 Responsibility

It is the responsibility of the Project Manager and the Quality Control Inspector (QCI) to ensure that all welding related activities are performed as required by this procedure.

2. WELDING REQUIREMENTS

2.1 Welding Procedure Specifications and Procedure Qualification Records.

2.1.1 All welding procedures shall be originated and qualified by Haskell in accordance with design requirements.

2.1.2 The Haskell Corporate Quality Manager shall certify all welding procedures. 2.1.3 The welding specifications shall be prepared and revised by the Corporate QC Manager or

approved designee in conformance with design requirements.

2.1.4 Copies of applicable Welding Procedure Specifications (WPS’s) and Procedure Qualification Records (PQR’s) shall be maintained at the jobsite and made readily available to the client upon request.

2.1.5 At all times where welding operations are to take place it shall be suitably protected against

adverse environmental conditions, e.g. moisture, wind or low temperature, per the approved WPS and Code requirements.

2.1.6 The QC Inspector will check to ensure that suitable, effective and safe weatherproofing has been erected.

2.1.7 Any welder producing consistently substandard work will have his or her stamps pulled by the QCI and will not be allowed to continue welding.



2.1.8 The performance of welding and criteria for acceptance and rejection shall be as defined

within the applicable specifications, codes and standards.

2.2 Welder Qualifications

2.2.1 All welding, including tack and repair welding shall be performed by qualified welders. Welders shall be qualified in accordance with the design requirements and approved welding procedures, and shall meet

2.2.2 Existing Haskell qualifications may be considered, providing they relate to a similar standard of work and use welding consumables having the same coating type and electrical characteristic as those used in production.

2.2.3 All Welder Performance Qualification (WPQ) tests shall be conducted by certified welding inspectors (CWI) or persons authorized by the Haskell Corporate QC Manager. WPQ test results and continuity records shall be maintained on the job site and made readily available upon request for viewing by the client. Requalification will be required if more than six months have elapsed since the date of the previous relevant qualification or documented quality assessment of a welder’s work.

2.2.4 Each qualified welder will be issued a unique stamp number which the welder will use to identify each completed weld. Only 1/4” or 3/8”, low stress, steel stencils shall be used.

2.2.5 Each welder that is gate tested for a specific project will be given four hours for the specific test, as an example a 2” schedule 160 pipe test SMAW root fill and cap is 4hrs, all Welder qualification tests will be subject to RT with the exception of GMAWSC. If the welder fails the test, he will not be allowed to re-test for a minimum of 60 DAYS. After passing the initial Pipe test the first two production welds are subject to RT, if both welds fail the welder will be terminated. (Unless approved by the corporate QCM)

Test Coupons are the property of Haskell and shall remain on the Jobsite.

2.2.6 If a weld fails RT and there is a repair, the repair will be excavated the length of the reject plus an additional inch beyond both ends of the reject, and down to the root. The QC inspector shall verify the overlay prior to excavation and also verify the excavation prior to welding. If the welder cannot clear the weld after two repair attempts the entire weld will be cut-out and re-welded.

2.3 Welding Consumable Control

2.3.1 All welding material shall be organized, separated and stored in accordance with code requirements and the manufacturer’s recommendations.

2.3.2 Welding consumables are stored in suitable dry stores that are equipped with temperature

controlled electrode storage ovens and adequate ventilation. Electrodes that are not required to be stored in ovens (for example, the E6010, E7010) must be kept in a moisture-proof, sealed container.

2.3.3 Low hydrogen electrode are purchased in hermetically sealed containers and can be used

directly from these containers. After opening, low hydrogen electrode will be stored in



heated ovens set at a temperature of at least 250 degrees Fahrenheit. Low hydrogen electrodes must not be out of the oven for more than 4 hours. Any electrodes that have been out for more than 4 hours must be discarded or put back in an oven designated for re-drying of low hydrogen electrodes as described by the manufacturer.

2.3.4 Any consumables which are unmarked, show signs of damage, deterioration or excessive dampness will be discarded. Bare filler material used for Gas Tungsten Arc Welding (GTAW) processes must have material designation numbers flagged or stamped on both ends.

2.3.5 No electrodes shall be left lying about in the workshop or at a site. Any such electrode shall be scrapped. When welding in the field, portable rod ovens shall be used. Under no circumstances shall any item other than welding electrodes be placed in any rod oven.

2.3.6 All alloy welding consumable material shall be issued by the QC Inspector, and shall be stored in a manner consistent with the manufacturer’s recommendations.

2.3.7 The foreman and the craft must have knowledge of the base materials they are working on, knowledge of the WPS, along with the appropriate isometric drawing showing the bill of materials with the material call out.

2.3.8 If a question arises on the material to be welded it shall be brought to the attention of the QC Inspector. Any unknown material shall be verified using the Positive Material Identification process. In some cases it may be necessary to bring to the attention of the client inspection group.

2.4 Non-Destructive Examination (NDE)

2.4.1 PMI will be performed on Alloy base material and welding filler metals when required by the clients specifications. For conumables this ypically this may include welding two buttons and performing PMI to verify the chemistry matches the MTR . A copy of the PMI report should be attached to each filler metal container and the QC needs to document the MTR.

2.4.2 Most Non-destructive examination will be performed by subcontract.

2.4.3 At a minimum, all welds will be inspected by Visual Examination.The requirements for visual examination are as defined by AWS QC1, or ASME Section V Article 9 whicever is applicable.

2.4.4 When 5%, 10% radiography is called for by code or per clientspecifications, It shall be

interpreted as Random radiography, and shall be performed in accordance with ASME section 344.1.3 and Pipe Fabrication Institute ES -48. (See section QCP-PH-1)

2.4.5 When other methods are called for, the technician performing the NDE shall be qualified

and use procedures in accordance with SNT-TC-1A.

2.4.6 For on-site radiographic inspection, the Haskell Quality Control Inspector will originate the radiographic inspection notification to the client and/or subcontractor 24 hours in advance of scheduled radiography to obtain a permit to perform radiography (when required). The



NDE subcontractor will obtain their own entry permits just prior to entering the unit (when required).

2.4.7 Radiographic film will be reviewed by the Haskell Quality Control Inspector. The client’s

representative will be given the opportunity to review the film. Following the review, the radiographic film will be turned over to the client as soon as practical and Haskell Quality Control Manager will retain a copy of the completed Radiographic Inspection Report.

2.5 POST WELD HEAT TREATMENT (PWHT)

2.5.1 PWHT will be performed as defined on the contract drawings and specifications. Subcontractors are used to perform PWHT. Subcontractor procedures and equipment will be reviewed for conformance with contract requirements prior to the start of any PWHT operations.

3. RESPONSIBILITIES


3.2 Quality Control Inspector (QCI) The Quality Control Inspector is responsible to provide technical support for the site welding control and inspection. The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications.

4. GENERAL

4.1 General

4.1.1 All installations shall be performed as shown on the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI on a Field Change Request (FCR) or Field Change Notice (FCN).

4.2 Records

4.2.1 A summary of approved welding procedures and qualified welders can be found in the Procedure Book.

4.2.2 A summary of NDE personnel can be found in the subcontractor’s

Quality Control Manual.

4.2.3 Each NDE report shall contain full reference to the NDE procedure applied to the testing of the welds described in that report.

4.2.4 Subcontractor standard NDE reports are used for recording the result of testing.

4.3 Post Weld Heat Treatment Reporting



4.3.1 PWHT of pipe welds will be performed under subcontract. Electric resistance heaters with programmable controllers shall be used. A chart recorder shall be used to record time and temperature. These charts, as well as a Heat Treatment Report, will become part of the documentation package.

4.4 Forms

4.4.1 When applicable, drawings will be used to identify weld locations, weld numbers, and to record non-destructive examination.

4.4.2 Subcontractor’s Radiographic Inspection Report forms will be used to

report radiographic technique and interpretation.

4.4.3 Subcontractor’s Ultrasonic Inspection Report forms will be used to report ultrasonic inspection (UT) technique and evaluations.

4.4.4 Magnetic Particle (MT) inspections will be reported on subcontractor’s form.

4.4.5 Liquid Penetrant (PT) inspections will be reported on subcontractor’s form.

4.4.6 Post Weld Heat Treatment will be reported on the forms described above and attached.

4.4.7 The Haskell weld log will be used to track pipe welds and NDE.

5. STANDARD FORMS & DOCUMENTATION


5.1 Haskell will use basic forms to document all weld testing and Quality Control Inspections. These forms will be developed in coordination with the Client’s Quality Department to obtain the necessary inspection approvals as required for each work segment. All QC/NDE documentation will be organized and submitted as a final report at job end. Welding NDE will be recorded on standard inspection forms for shop welds, or an inspection stamp may be used on a controlled set of drawings, by the QC to show that visual inspection has been performed. Field welds may also be mapped on a control set of erection drawings showing the welder’s identification stamp and weld numbers to provide traceability when required by customer specifications.

QUALITY MANAGEMENT SYSTEM QCP-UGP-1

Underground Piping Installation & Testing of 151 Rev. 1

SECTION 9

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 RESPONSIBLITITES 3.0 PIPING INSTALLATION

4.0 PRESSURE TESTING GUIDELINES

5.0 PIPING RESTORATION

6.0 FLANGED JOINTS

7.0 SPECIFIC PROCEDURES

8.0 STANDARD FORMS



1. GENERAL

1.1 Introduction

This section describes the general requirements for control of underground piping fabrication, erection, and testing. “Contractor” in this procedure will refer to Haskell Corporation.

1.2 General Requirements

1.2.1 Procedures covering piping material control, installation and testing, welding control, and

inspection shall be developed by the construction Contractor and agreed with Client Representative/Engineer for execution of piping activities. In the event that time does not allow the Contractor to prepare his own procedures, the standard construction specifications shall be followed. All procedures shall be in accordance with the engineering specifications and design drawings.

1.2.2 Material traceability shall be maintained and documented using Purchase Orders as a unique numbering system. Purchase Orders will identify the area of the work the material is assigned to, reflect material certification required from the vendor, and supported by detail takeoff data which traces the materials back to the project specifications and design drawings.

1.2.3 The welding data generated for and during piping fabrication shall be progressively collected and collated using the forms contained within QCP-W-1(Welding and NDE). All other piping system data will be collected under this procedure.

1.2.4 Within system limits or boundaries agreed with Client Representative/Engineer, the pipe work shall be grouped into test packages to facilitate pressure testing. The contents of the test packages, where prepared by the Contractor, shall be agreed with Client Representative/Engineer.

1.2.5 Access to the area around any equipment being subjected to a pressure test may be cordoned off to prohibit unauthorized entry. See site specific safety plan for safe test practices.

1.2.6 The test equipment and the equipment/plant being tested must not be left unattended while the pressure is applied.

1.2.7 Pressure must be increased in steps to the final pressure, and sufficient time should be allowed for equipment and test fluid to reach equilibrium.

1.2.8 Equipment must not be subjected to any form of shock loading during testing e.g., no hammer testing. It may be necessary to partially back fill over straight sections of piping, but at no time shall welds be covered during testing.

1.2.9 Where testing is carried out against closed valves, it must be assumed that the valves leak and downstream equipment must be protected against subsequent over pressurization. This should be by the opening of suitable vents or by frequent monitoring of downstream pressures.



1.2.10 Occasionally due to process changes, design changes or deterioration of the plant or equipment as a result of service conditions, it may be necessary to service test some services. The Contractor will prepare a list of such services and include the recommended test procedure which will be approved by Client Representative/Engineer.

1.3 General Underground Piping Types

1.3.1 There are several kinds of materials that can be classified as underground piping, listed below is a general list of the piping that may be encountered:

a) HDPE piping- High Density Polyethylene

b) Cast Iron piping

c) PVC piping-Polyvinyl Chloride

d) FRP piping –Fiberglass Reinforced Thermosetting Plastic

e) Concrete Lined Steel piping

f) Steel Piping

2. RESPONSIBILITIES

2.1 All underground piping installations shall be performed as shown on the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI in an RFI prior to work being performed.


2.3 Quality Control Inspector (QCI) The Quality Control Inspector is responsible to provide technical support for the installation of underground piping and testing. The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications.

2.4 It is the Responsibility of the Project Manager and Superintendent to verify with the site QCM or QCI, that all testing has been performed prior to back fill. Including but not limited to:

NDE / VT,MT,RT Hydro Bolt Torque Coating and Jeep testing Cathodic Protection



3. PIPING INSTALLATION

3.1 Haskell shall follow the Manufacturer’s specific installation instructions, unless the contract documents state otherwise. It is critical to have to follow these manufacture’s instruction, so there shall be monitoring by the QCI to assure proper installations occur.

3.2 All piping shall be fabricated in large enough section to be managed, but shall be small enough to handle without putting stresses on the joints, whether welded or bonded.

3.3 For welded piping Haskell will follow the guidelines in Haskell QCP-W-1 and the specification and standards.

3.4 If a coating/wrap system is not called out in the contract documents, Haskell shall submit for approval the system that is intended for use on the project.

3.5 The piping shall be Jeep holiday tested and the test documented on the applicable form prior to burial.

3.6 In some cases the piping will be jeep tested leaving the weld joints uncoated/unwrapped to allow for hydro testing of the piping system. It will be necessary to coat/wrap these joints after the hydro testing is complete.

3.7 The piping shall be bedded in clean washed sand with no large rocks within 12” of any piping. When placing piping, care shall be taken to prevent damage to the coating/wrapping system. Softeners shall be used to prevent damage.

3.8 When Jeep holiday testing is to take place in the trench it will be necessary to place the piping on sand bags to allow spacing for the test.

3.9 Once coverage of at least 12” of clean washed sand in all directions is achieved over buried piping, the trench can be filled with approved structural backfill material to the required compaction.

4. PIPE TESTING GUIDELINES

4.1 Hydro testing shall be performed to the manufacturer’s recommendations. The only exception to this is that welded piping shall follow the testing guidelines as set forth in Haskell QCP-PP-1 for hydro testing.

5. PIPING RESTORATION

5.1 Restoring the piping back after hydro testing is an important first step to getting the piping ready for turn over to the client. Refer to Haskell QCP-PfP-1 for the steps to restoration of a piping system.

6. FLANGED JOINTS

6.1 All flanged joints shall be tightened in accordance to the specifications and standards. Flange isolation kits shall be installed on all flanges that break up the underground and above ground piping interface, and be torque in accordance to the isolation kits manufacturer’s recommendations.



7. SPECIFIC PROCEDURES

7.1 When necessary, follow the manufacturer’s recommended handling, storage,assembly, joining, curing and testing procedures.

8. STANDARD FORMS

8.1 When required by the Client, Haskell Quality forms may be substituted for Client standard forms. This substitution will not require a revision to this manual where Haskell standard forms are identified.

JP-1 JEEP TESTING REPORT BT-1 BOLT TORQUE INSPECTION FORM H-1, HYDRO REPORT (or Equivalent)

QUALITY MANAGEMENT SYSTEM QCP-C-1

Concrete Placement and Inspection of 151 Rev.1

SECTION 10

CONTENTS

SECTION TITLE

1.0 GENERAL 2.0 RESPONSIBILITIES 3.0 EXECUTION 4.0 CAST IN PLACE CONCRETE QUALITY ASSURANCE AND TESTING 5.0 STANDARD FORMS



1. GENERAL

This instruction outlines foundation and concrete inspection at the Haskell Construction site.

1.1 Preparation of Formwork Surfaces Coat form with the form coating in strict accordance with the manufacturer’s recommendations prior to placing reinforcing steel.

1.2 Form Ties To be removable or snap off type, free of devices which could leave holes larger than 1” diameter in concrete surface and designed to break off at least ¾” from exposed concrete surfaces.

2. RESPONSIBILITIES



The Quality Control Inspector is responsible to provide technical support for the installation of concrete placement and inspection. The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications, and this quality procedure.

3. EXECUTION

3.1 General

3.1.1 All installations shall be performed as shown in the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI on a RFI.

3.1.2 Concrete placing shall not commence until all formwork, reinforcement, joints, and embedded materials have been inspected and approved with the use of the Concrete Pour Card. Concrete Pour Card must be signed by all applicable craftsperson’s responsible for pour activity, before placing any concrete.

3.2 Preparation

3.2.1 Excavations for footings and all forms shall be pumped clear of water and cleaned of all debris, snow and foreign matter before placing concrete. Concrete shall not be placed on frozen ground.

3.2.2 All earthwork, excavation, backfill and compaction shall conform to Client’s specifications.



4. CAST IN PLACE CONCRETE QUALITY ASSURANCES AND TESTING

4.1 Not less than one strength test will be made for each 100 cubic yards of concrete placed and there shall be at least one test for each class of concrete or each separate type of structural component placed on any one day. Where quality requirements require more extensive testing, testing will be conducted in accordance with those requirements

4.2 Slump test will typically performed by a 3rd party representative.

4.3 Concrete will be rigidly controlled and monitored to meet the requirements of ACI 301. Specifically:

a. Keep ongoing records of concrete truck deliveries and ensure that the truck delivery ticket

indicates the mix design specified. b. Control water content, air content, and slump. c. Monitor elapsed time from batching to the time of discharge. d. Provide copies of all records to the Client Representative on a regular basis. e. Ensure that concrete test reports indicate where tested concrete was used and a description

of structural members. f. Slump tests and air entrainment tests shall be conducted onsite by 3rd party personnel.

Cylinders shall be drawn on site and sent to a lab for compressive strength testing. g. All specimens are logged into the web-based report system at the time of their transport to the

laboratory. Unique identifiers are provided for each specimen and are denoted in indelible ink on the specimen.

4.4 Reinforced concrete inspections are performed by qualified inspectors. Reinforcing steel inspections prior to placement must comply with ACI-318, CRSI, ASTM A706 and AWS D1.4 as applicable. During the placement of concrete inspectors must ensure that the class of concrete being ordered is delivered and conforms will all project documents and/or code requirements. Samples to test compressive strength of the concrete are made in accordance with ASTM C31 and cured per specification or code requirements.

5. FORMS When required by the Client, Haskell Quality forms may be substituted for Client standard forms. This substitution will not require a revision to this manual where Haskell standard forms are identified.

5.1 Concrete Inspection Certificate (Pour Card).

QUALITY MANAGEMENT SYSTEM QCP-SS-1

Structural Steel Erection and Inspection (Field) of 151 Rev. 1

SECTION 11

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 STRUCTURAL STEEL FABRICATION


4.0 STRUCTURAL STEEL ERECTION

5.0 COMPLETED STRUCTURAL INSPECTION

6.0 STANDARD FORMS



1. GENERAL

1.1 Introduction

1.1.1 This section describes the general requirements for control of structural steel fabrication, erection, and final inspection.

1.2 General requirements

1.2.1 Procedures covering structural steel material control, installation, welding control, and inspection shall be developed by the construction contractor and agreed to with the Client prior to commencement of structural steel activities. All procedures shall be in accordance with the engineering specifications and design drawings.

1.2.2 Material traceability shall be maintained and documented using a Purchase Order Control Number as a unique numbering system. Purchase Orders prepared by the Purchasing Manager will identify the area of the work the material is assigned to, reflect material certification required from the vendor, and supported by detail takeoff data which traces the materials back to the project specifications and design drawings.

1.2.3 The welding data generated for and during structural steel fabrication shall be progressively collected and collated using the forms contained within QCP-W-1(Welding and NDE). All other structural steel system data will be collected under this procedure.

1.2.4 Within structure limits or boundaries agreed with the Client, each steel system shall be grouped into structure packages. The contents of the structure packages, where prepared by the contractor, shall be developed according to the design drawings and incorporate a complete unit as much as possible.

1.2.5 The crane or rigging equipment must not be left unattended while a steel member is being erected or with active loads.

2. STRUCTURAL STEEL FABRICATION

2.1 General

2.1.1 All fabrication shall be performed in accordance with engineering specifications and design drawings. The following requirements shall be incorporated into the procedures controlling contractor steel fabrication and the transfer of Client Representative-supplied steel pieces from outside vendors.

2.2 Pre-Fabrication

2.2.1 Where steel piece drawings are not supplied to the construction contractor, the subdivision of steel marks on the erection drawings shall be clearly marked for shop fabrication showing steel member piece numbers, prior to site installation, to assist in the efficiency of installation.

2.2.2 Close monitoring of the pre-fabrication process shall be maintained to ensure that steel delivery priorities are adhered to and dimensional tolerances are satisfied.



2.2.3 A record of steel piece fabrication shall be maintained on the contract drawings that have been marked up showing field joints. When a group or system of structural steel is completed, these drawings containing erection information shall be issued to the field for erection.

2.2.4 All steel pieces shall be identified with unique piece mark numbers reflecting the structure and or equipment numbers show on the contract drawings.

2.2.5 Materials being used in the fabrication of structural steel should be progressively checked for compliance to the relevant project specifications and material requirements.

2.2.6 Pre-fabricated structural steel supplied by the client will be transferred to the contractor via their purchase documentation. This documents the Client Representative's acceptance of all necessary quality assurance inspections of Client Representative-supplied pre-fabrications prior to the transfer. Steel materials should not be accepted as complete unless the contractor has received the accompanying purchase document and packing slip. The original copies of all steel materials will be submitted to Client Representative for their filing.

3. RESPONSIBILITIES


3.2 Quality Control Inspector (QCI) The Quality Control Inspector is responsible to provide technical support for the structural steel erection. The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications.

4. STRUCTURAL STEEL ERECTION

4.1 All installations shall be performed as shown in the design documents and/or as directed by the

equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI on an RFI and submitted to the client or engineer for approval.

4.2 Structural steel erection shall be in accordance with design drawings, and Client structural steel

specification, structural steel notes and any applicable requirements noted below.

4.3 An accurate status record of steel erection for each structure system shall be maintained.

4.4 Visual inspections will be carried out for all connections and load indicators.

4.5 Dimensional checks and visual inspections are carried out to ensure the erected structure, associated platforms, ladders, handrail, and connections are in accordance with the design requirements and compliance with contract drawings and specifications.



4.6 Full Tensioned and Slip Critical connections shall be bolted using a minimum of 2 - ¾” high strength TYPE 1 ASTM A325 bolts with load indicating washers and tensioned according to Table 4 of the Research Council on Structural Connections (RCSC) specification for structural joints.

4.7 The Fraying surface under slip critical joints shall be roughened by hand wire brush. 4.8 Particular attention should be given to cases where fireproofing will cover bolted connections to

ensure that all load indicating washers and bolt tension requirements are complete before fireproofing.

4.9 Haskell will progressively compile the required signatures for erected steel structures and verify that all work within the structure is complete and verified correct prior to final acceptance.

5. COMPLETED STRUCTURAL INSPECTION

5.1 Requirements

5.1.1 When a steel structure or part of a structure is considered to be complete, the contractor and the client shall inspect the assembly and connections to ensure that it is in a safe condition to release for personnel access and follow-on activities.

5.1.2 Before authorizing release of the structure for personnel access, the Client’s representative shall ensure that the proper bolt tensioning procedures have been satisfactorily executed to ensure finish torqueing and load indication is satisfactory prior to the commencement of further activities, when required. Any loose connections or incorrect assemblies shall be brought to the attention of the Haskell Structural foreman for immediate correction.

5.2 The QCI shall ensure that:

The installed structure complies in all respects to the contract drawings, and specifications.

All weld inspection, NDE, and relevant records are completed. Correct bolts and load indicating washers are installed at required joints. Steel materials are the correct type and the proper coating system is applied. All temporary bracing or erection materials are removed prior to final acceptance. The final Documentation has been completed and signed off as complete.

5.3 Other Requirements

Additional requirements related to the coating, and fireproofing of steel structures will be recorded following their respective procedures and documented on the bottom of FORM S-1, Structural Steel Erection and Inspection Form.

6. STANDARD FORMS


6.1 Form S-1 STRUCTURAL STEEL COLUMN ALIGNMENT



6.2 Form S-2 STRUCTURAL STEEL HIGH STRENGTH BOLT INSPECTION 6.3 Form S-3 STRUCTURAL STEEL FINAL INSPECTION ACCEPTANCE 6.4 Form VT-1 VISUAL INSPECTION REPORT


Structural Steel Fabrication and Inspection (Shop) of 151 Rev. 1

SECTION 12

When the scope of work includes structural steel shop fabrication the Haskell Structural Steel Fabrication Quality Manual shall be the governing manual for the specific work. Contact the Quality Control Manager to obtain necessary information.

QUALITY MANAGEMENT SYSTEM QCP-PP-1

Piping Installation and Testing (Field) of 151 Rev. 1

SECTION 13

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 FIELD PIPE FABRICATION

3.0 RESPONSIBLITITES

4.0 PIPING ERECTION

5.0 WELDING

6.0 PRESSURE TESTING GUIDELINES

7.0 PIPING RESTORATION FOR TURNOVER

8.0 TESTING OF FLANGED JOINTS

9.0 SPECIFIC PROCEDURES

10.0 STANDARD FORMS



1. GENERAL

This procedure applies to all welding performed by the Company, except that which is within the scope of ANSI/ASME BPVC Section I and Section VIII, and B31.1 Boiler piping.

1.1 Introduction This section describes the general requirements for control of piping fabrication, erection, and testing.

1.2 General Requirements

1.2.1 Procedures covering piping material control, installation and testing, welding control, and inspection shall be developed by Haskell and agreed with Client Representative/Engineer for execution of piping activities. All procedures shall be in accordance with the engineering specifications and design drawings.

1.2.2 Material traceability shall be maintained and documented using Purchase Orders as a unique numbering system. Purchase Orders prepared by the Purchasing Manager will identify the area of the work the material is assigned to, reflect material certification required from the vendor, and supported by detail takeoff data which traces the materials back to the project specifications and design drawings.

1.2.3 The welding data generated for, and during piping fabrication shall be progressively collected and collated, as described in QCP-W-1, using the applicable forms). All other piping system data will be collected under this procedure.

1.2.4 Within system limits or boundaries agreed with Client Representative and/or Engineer, the pipe work shall be grouped into test packages to facilitate pressure testing. The contents of the test packages, where prepared by the Contractor, shall be agreed with Client Representative/Engineer.

1.2.5 Access to the area around any equipment being subjected to a pressure test may be cordoned off to prohibit unauthorized entry. See site specific safety plan for safe test practices.

1.2.6 The test equipment and the equipment/plant being tested must not be left unattended while the pressure is applied.

1.2.7 Pressure must be increased in steps to the final pressure, and sufficient time should be allowed for equipment and test fluid to reach equilibrium.

1.2.8 Equipment must not be subjected to any form of shock loading during testing e.g., no hammer testing.

1.2.9 Where testing is carried out against closed valves, it must be assumed that the valves leak and downstream equipment must be protected against subsequent over pressurization. This should be by the opening of suitable vents or by frequent monitoring of downstream pressures.



1.2.10 Occasionally, due to process changes, design changes or deterioration of the plant or equipment as a result of service conditions, it may be necessary to service test utilities, steam, condensate, and flare piping systems. The Contractor will prepare a list of such services and include the recommended test procedure which will be approved by Client Representative/Engineer.

2. FIELD PIPE FABRICATION

2.1 General

All fabrication shall be performed in accordance with engineering specifications and design drawings. Typically, major pipe spools are fabricated off site by outside vendors. However, the Contractor may have responsibility for field fabrication of pipe spools. This will occur in a temporary fabrication facility setup at the jobsite. The following requirements shall be incorporated into the procedures controlling Contractor pipe fabrication and the transfer of Client Representative-supplied pipe spools from outside vendors.

2.2 Pre-Fabrication

2.2.1 Where spool piece drawings are not supplied to the construction Contractor, the subdivision of pipe spools on the isometrics shall be clearly marked for shop fabrication showing spool piece numbers, prior to site installation, to assist in the efficiency of installation.

2.2.2 Close monitoring of the pre-fabrication process shall be maintained to ensure that spool delivery priorities are adhered.

2.2.3 A record of pipe spool fabrication shall be maintained on the isometric drawings that have been marked up showing field joints. When a group or system of pipe spools is completed, these drawings containing quality control traceability will be documented and incorporated into the final QC report.

2.2.4 All spool pieces shall be identified with unique piece mark numbers reflecting the system line number and/or construction isometric drawings.

2.2.5 Materials being used in the fabrication of pipe spools should be progressively checked for compliance to the relevant project specifications and line schedules.

2.2.6 Pressure testing of spools prior to erection should be considered, particularly where difficulties of isolation occur at system test stage, e.g., machinery/pump suction and discharge spools, and spools between vessel isolation points. A Piping System Installation and Testing, Form H-1, will be completed upon pressure testing of pipe spools. This form shall be included in the final QC report.

2.2.7 After all necessary tests and checks have been completed, including checking with the Welding Inspector that all NDE requirements, weld repairs, and stress relieving requirements have been completed and accepted, the pipe spools shall be released. This release shall include a list of each pipe spool and the number inspected and accepted will be included as part of the final QC report.

2.2.8 Pre-fabricated pipe spools supplied by Client Representative/Engineer will be transferred to the Contractor via a packing list. This information documents the Client Representative's



acceptance of all necessary quality assurance inspections of Client Representative-supplied pre-fabrications prior to the transfer. Pipe spools should not be accepted as complete unless the Contractor has received the proper documentation, which will become part of the final QC report.

3. RESPONSIBILITIES



The Quality Control Inspector is responsible to provide technical support for the installation of piping and testing The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications. The QCI or QCM will make weld maps and Maintain a weld log, a copy of all weld maps will be given to the General foreman.

3.3 General Foreman (GF) It is the responsibility of the General foreman or his designee to make sure weld maps are turned into the QCI on a daily basis, and communicate upcoming activities, so that the weld logs can be accurately maintained and NDE can be scheduled accordingly.

4. WELDING

4.1 General

4.1.1 All welding shall be performed by qualified welders. All welders shall be qualified in accordance with the requirements of ASME Section IX or appropriate specifications. Welder performance qualification records will be available in the Haskell QC office for review, confirmation and/or acceptance.

4.1.2 Welding operations shall be performed in accordance with approved procedure specifications, qualified welding procedure specifications will be made available to welders, welding supervisors and to the Client Representative/Engineer.


4.1.4 Each welder that is gate tested for a specific project will be given four hours for the specific test, as an example a 2” schedule 160 pipe test SMAW root fill and cap is 4hrs, all Welder qualification tests will be subject to RT with the exception of GMAWSC. If the welder fails the test, he will not be allowed to re-test for a minimum of 60 DAYS. After passing the initial Pipe test the first two production welds are subject to RT, if both welds fail the welder will be terminated. (Unless approved by the Corporate QCM)





4.2.2 Welding consumables shall be stored in suitable dry locations

equipped with temperature controlled electrode storage ovens and adequate ventilation. Electrodes that are not required to be stored in ovens (for example, the E6010) must be kept in a moisture-proof, sealed container.


directly from these containers. After opening, low hydrogen electrode will be stored in heated ovens set at a temperature of at least 250 degrees Fahrenheit. Low hydrogen electrodes must not be out of the oven for more than 4 hours. Any electrodes that have been out for more than 4 hours must be discarded or put back in an oven designated for re-drying of low hydrogen electrodes as described by the manufacturer.

4.2.4 Any consumables which are unmarked, shows signs of damage, deterioration or excessive dampness will be discarded. Bare filler material used for Gas Tungsten Arc Welding (GTAW) processes must have material designation numbers flagged or stamped on both ends.

4.2.5 No electrodes shall be left lying about on the jobsite. Any such electrode shall be scrapped. When welding outside the shop, portable rod ovens shall be used. Under no circumstances shall any item other than welding electrodes be placed in any rod oven.

4.2.6 All alloy welding consumable material shall be in accordance with the applicable Weld Procedure Specification (WPS) and shall be stored in a manner consistent with the manufacturer’s recommendations.

4.2.7 The foreman and the craft person must have knowledge of the base materials they are working on, knowledge of the WPS, along with the appropriate isometric drawing showing the bill of materials with the material call out.

4.2.8 If a question arises on the material to be welded it shall be brought to the attention of the QC Inspector. Any unknown material shall be verified using the Positive Material Identification process.

5. PIPING INSTALLATION

5.1 General

5.1.1 All installations shall be performed as shown in the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI on a RFI, and submitted for approval.

5.2 Pipe, Valves & In-Line Components



5.2.1 Installation of pipe randoms, pre-fabricated spools, valves, vent and drain piping, and in-line specialties shall be in accordance with design drawings and engineering specifications. If Haskell wishes to approach an installation in a manner which deviates from the engineered design due to some problem, a specific deviation request will be submitted to the Client Representative/Engineer for approval prior to proceeding.

5.2.2 During the installation process, the following requirements will be considered as a basic guideline:

During on-site piping erection, the material acquisition and on-site control procedures performed by Haskell, function efficiently are accurate and that all installed material complies with the relevant line list specification for each system.

That an accurate status record of pipe work erection for each pipe work system is maintained.

Visual inspections are carried out, as far as are practically possible, of the joints and linings of lined pipe. Weld logs will be maintained by the QCM, Weld maps will be given to the piping foreman and they will be filled in and turned in daily to the QCI, so that accurate weld logs can be maintained.

Dimensional checks and visual inspections are carried out to ensure the erected pipe work, associated equipment, fittings, connections, and slope of lines are in accordance with the design requirements and compliance with P&IDs and system isometrics.

Particular attention shall be paid to ensure all valves, pumps, strainers; traps, etc. are properly installed in the correct direction.

The Contractor will progressively compile test package signatures for erected pipe work and that all work within the package is complete and verified correct prior to release for pressure testing and flushing/cleaning.

Installation of pipe supports shall be in accordance with engineering and design drawings. Note, after commissioning of the unit, Client Representative shall review and verify the correct installation of all spring hangers.

6. PIPE TESTING GUIDELINES Non Destructive Testing

6.1.1 When radiographic examination is required and 5%, 10%, RT is specified, it shall be interpreted as random examination in accordance with ASME B31.3 section 344.1.3 and Pipe Fabrication Institute PFI Standard ES-48.

6.1.2 It shall be the responsibility of the Corporate QC manager, Site QCM, and or QCI, to stablish lots for testing in accordance with PFI Standard ES-48. Once agreed upon this information will be submitted to the Clients QC/QA for acceptance, this can be done in an E-mail or preferably in an RFI. But it needs to be approved by the client in writing.

6.1.3 Any welder producing consistently substandard work will have his or her stamps pulled by the QCI and will not be allowed to continue welding.

6.1.4 If a weld fails RT and there is a repair, the repair will be excavated the length of the reject plus an additional inch beyond both ends of the reject, and down to the root. The QC



inspector shall verify the overlay prior to excavation and also verify the excavation prior to welding. If the welder cannot clear the weld after two repair attempts the entire weld will be cut-out and re-welded.

6.2 Piping System Test Packages

6.2.1 Pressure testing and flushing/cleaning shall be performed in accordance with engineering specifications, design data, and the applicable requirements of this section.

6.2.2 Prior to the commencement of flushing and pressure testing activities each system shall be divided into test packages. Each test package will detail and record the scope of testing. In the case where the Contractor will determine the isolation requirements of a test package, a numbered blind list ensuring proper equipment and system isolation will be prepared and submitted to Client Representative/Engineer for approval. The blind list will be used to record the installation and removal of all test blinds prior to startup.

6.2.3 The following data shall be recorded on FORM H-1, Piping System Installation and Testing Form:

Test package number General area/unit/location Report number and service description Applicable P&ID drawing number - marked up to show limits Applicable piping isometric drawing number(s) Pressure testing information and engineering reference data Non-standard testing instructions involving special cases or requirements (i.e.

Deviation from normal practice, testing against valves, x-ray at tie-ins, unusual service tests, etc.)

6.2.4 Whenever possible Client Representative/Engineer will perform a thorough review of the content of the test packages prior to any preparation for the tests.

6.3 Pre-Test Installation Checkout

Before authorizing the release of a system for pressure testing and flushing, the Haskell Field Engineer must assure himself that all necessary checks have been carried out and recorded. These checks should include the following:

6.3.1 The scope of the test as defined and recorded on FORM H-1, Piping System Installation andTesting Form, is accurate and comprehensive.

6.3.2 All necessary preparations have been carried out to safeguard equipment from damage.

6.3.3 All necessary isolation blinding of in-line equipment has been identified and in-place. 6.3.4 Where special existing conditions warrant it, a test procedure has been approved by Client

Representative/Engineer. 6.3.5 All fabrication transfers and/or certification has been compiled and verified. 6.3.6 All relevant safety precautions have been taken.

6.4 Pressure Testing



6.4.1 Pressure testing shall be performed in accordance with technical specifications, design data, and the applicable requirements defined herein. Prior to commencement of any pressure testing, a Piping System Installation and Testing Certificate Form H-1 will be signed off by the Contractor after all piping defined in the system is erected, checked out and ready to test.

6.4.2 Before approval to include vessels and heat exchangers within the system test, the manufacturer or site pressure test certificates, endorsed by an independent inspectorate, shall be available on site.

6.4.3 The Haskell Field Engineer shall confirm that the appropriate details of the isometric, P&ID, and spool drawings all agree, and the test pressure is the same as that quoted on the isometric, P&ID, and line lists. Any discrepancies will be resolved prior to testing.

6.4.4 All test equipment used shall be calibrated in accordance with code requirements and client specifications. A copy of the calibration record will be available at all times.

6.4.5 The system under test shall be visually inspected over its entire length by Client Representative and Haskell Field Engineer or QCI, and check each mechanical, welded joint, attachment, etc.

6.4.6 After satisfactory completion of the pressure test procedure, the appropriate section of the Piping System Installation and Testing Form P-1 shall be completed. The Client representative and Haskell Field Engineer shall endorse the Piping System Installation and Testing Form ensuring that the certificate and associated documents fully define the results, scope of the test, isolated equipment, and date executed. This can be done by marking on the relevant P&ID and work packages and/or marking up isometrics. When required, the pressure, temperature, and time recorder charts shall be attached to the certificate.

6.5 Flushing

6.5.1 Flushing of lines shall be carried out using the test media until the required cleanliness of

the system is attained. Flushing instructions shall be incorporated into each package drawings, including flush circuits and direction of flows. Normal gravity flow from high points to low point discharges shall be the default method, except where circumstances dictate additional volume of flushing media and flow velocities are required. Special requirements for pre-startup cleaning shall be prepared by Client Representatives operation and/or startup personnel and reviewed with the Contractor in advance of flushing, and will be included as additional instructions on the Piping System Installation and Testing FORM H-1.

6.5.2 The satisfactory completion of the flushing procedure shall be recorded in the appropriate section on the Piping System Installation and Testing FORM H-1.



7. PIPING RESTORATION

7.1 Post-Test Restoration

7.1.1 After satisfactory completion of testing activities and drying when required, the pipe work shall be restored by reconnection to isolated equipment and removal of all temporary blinds and material used during the test.

7.2 Final System Punch list

7.2.1 When restoration is considered to be complete, the Client representative and the Haskell’s QCI or Field Engineer shall ensure the pipe work is checked to confirm the line has been returned to the stated level of completion and is ready for startup. At this point, a Pre-commissioning Punch list may be developed from a final piping system walk down jointly performed by Client representative and Haskell. All items identified as incomplete or defective will be corrected and the appropriate section of FORM H-1, Piping System Installation and Testing Form shall be signed off by the Contractor and Client Representative/Engineer/Representative.

8. FLANGED JOINTS TESTS

8.1 Hammertest

8.1.1 Upon satisfactory completion of testing, flushing, restoration and resolution of final system punch list items, QC Inspector or designee shall perform a tightness check of bolted connections. The Client Operations representative may also want to perform systematic hammer testing and recording at each flanged joint in the piping system to ensure these connections are properly sealed and ready for startup.

8.2 Special Torque Procedures

8.2.1 Flange bolt-ups may involve special torque procedures, when required by design or engineering standards. In these instances, procedural references will be called out on the design drawings, specifications, and/or Client standards. These procedures will identify the specific pattern, torque values and sequencing necessary to obtain a proper sealed connection. Torqueing will be performed with a calibrated torque wrench.

8.2.2 Each torque flange will be assigned a unique control number. The recording of final torque values require witnessing by the Client Representative/Engineer before acceptance. A record listing of all torque flanges for the project will be included as part of the Final QC Report.

8.2.3 The flange inspection “hold point” requirements for witnessing of flanges by Client Operations and Startup personnel will be conveyed to the Contractor as soon as possible to be incorporated into their plan.

9. SPECIFIC PROCEDURES

The following sections outline more specific aspects of the Piping Installation and Testing procedures which will be followed by the Contractor.



9.1 Completed Piping Pre-Test Inspection

9.1.1 When a piping system or part of a system is considered to be complete, the Haskell and/or the Client Representative shall walk the pipeline to ensure that it is in a safe condition to release for pressure testing and flushing activities.

9.1.2 Before authorizing release of the system for pressure testing and flushing, the Haskell Field Engineer will ensure that the inspection functions contained within this procedure have been satisfactorily executed for each test package prior to the commencement of activities.

9.1.3 Any outstanding work to be carried out before release for pressure testing and flushing shall be brought to the attention of the Haskell Hydro test Foreman.

9.1.4 Pre-Test Checks at a minimum shall consist of:

All welding is complete per code and client specifications. Correct Materials installed as per drawing Pipe installed Plumb, level and square. Lines sloped per drawing. Isometric drawings match P&ID Rating of forged steel flanges and fittings are correct. Orifice plates and Instruments removed. Field supports installed All welded attachments installed per Drawings. Flow direction verified for valve and instrument components. Safety valves removed and blinded. All in line valves are in the open position. Check valve flappers removed and gagged. Thermowells Installed. All instrument thermowells have been installed. (UNDERGROUND) Coating and jeep testing complete report to QC. (UNDERGROUND) Cathodic protection complete report to QC. All welding inspections, NDE and stress relieving requirements as per

specifications have been completed, recorded and H-1 Form signed by the QC Inspector. (All welded attachments should be installed).

9.1.5 If approved in advance by Operations and Inspection, the system and all line items or

equipment, i.e., exchangers, drums etc., can safely withstand the system line specification test pressure and weight when filled with test media. In this case, all manufacturer and site test certificates, endorsed by the independent inspectorate, for vessels and heat exchangers included in the system, are available on site.

9.1.6 Note: Attention must be given to the differential pressure limitations across exchanger tube plates. It should also be noted that vessels and heat exchangers may only be included in a system test if the item has previously been pressure tested in accordance with the relevant code at a pressure to be agreed with the Client Representative/Engineer.



9.1.7 Fire and Gas Piping systems will require some checks in addition to the basic minimum requirements listed in paragraph 8.1.4. On completion of the procedure, the appropriate documentation shall be signed to signify satisfactory completion of the procedure. Any outstanding work shall be recorded as incomplete items by the QCI or designee. Confirm with the appropriate Client representative, that the following have been correctly installed:

All sprinkler heads, rosettes, and nozzles. All hose couplings. All Halon discharge heads. All fire hydrants. All foam monitors. Halon cylinder locations and fixings.

9.1.8 Before proceeding with system testing and flush, any incomplete piping work items identified and noted as part of this procedure must be corrected by the QCI or Hydro foreman.


9.2.1 The requirements for testing shall be specified on the piping line specification and isometric drawings. The requirements for test pressure are defined in the Piping Line Summary except in the case where service testing is acceptable per Client/Engineer operation approval. These requirements shall take into account the duty of the system, namely the process fluid and the operating pressure and temperature.

9.2.2 The Contractor should produce piping test isometrics showing the details of the lines under test, and their associated fabrication 'as-built' isometric number. Note, the Field Piping Engineer shall confirm prior to the commencement of testing operations that the details of the isometric, P&ID, and spool drawings agree, and the test pressure quoted agrees with the line list.

9.2.3 The testing medium may be clean fresh water, potable water, treated sea water, oils, air or inert gas. Tests requiring media other just listed will be identified by the Client/Engineer during their review of the piping test packages. Note, for austenitic stainless steel piping the chloride ion content of testing water shall be less than 50 PPM. These special piping systems shall be drained immediately after testing and line flushing, and dried by blowing with air.

9.2.4 Pneumatic testing shall only be carried out when expressly agreed with Client Representative/Engineer. (See Haskell Corporate QCM for more detailed information on TNT Factor).

9.2.5 Piping designed for vapor or gas shall be service tested if possible or the system will be identified by the Client/Engineer as requiring additional temporary support, where necessary, to support the weight of a fluid test medium.

9.2.6 All mechanical joints and welds shall be exposed while testing is in progress, except in cases where not required for this service with the prior approval by Client/Engineer.



9.2.7 Test gauges, of a suitable pressure indication range (1-1/2 times Test PSIG) with individual isolation valves, shall be installed at high/low/entry locations. The gauge at the highest point shall indicate the required test pressure. When specified in the work scope, test pressure, temperature, and time recorders shall be used for all hydrostatic testing. All test gauges shall be given an individual reference number, and calibrated on a regular basis with a calibration record maintained.

9.2.8 On flooding a system with test fluid, the build-up of test pressure should be gradual and carried out under controlled conditions to ensure there are no major leakage's present prior to raising to full hydrostatic test pressure. While system pressure is low, tighten joints as necessary.

9.2.9 All vents, and other high point connections which can serve as vents, shall be open during filling so that all air is vented prior to pressurization. The system shall be completely purged of air before the test pressure is applied.

9.2.10 When pressurizing any system, continuous attendance and supervision shall be maintained at the test pump. The pressure gauges shall be monitored throughout the duration of the test. Access to high pressure test areas should be restricted to those persons required to conduct the test.

9.2.11 The duration of any hydrostatic pressure test should not be less than that called out in the specifications. A Client/Engineer representative shall witness the test or recorded time to assure compliance with their requirements.

9.2.12 While the system is under test pressure, the test pump shall be isolated from the system, and continuous monitoring for leaks carried out over the entire system. Every mechanical or welded joint and attachment shall be checked.

9.2.13 If visual inspection over the entire length of the test system is not possible, i.e., in partially buried or underground sections, then a 4 hour holding test or another predetermined duration shall be applied. This type of test is to be avoided whenever possible and preference given to the method described in paragraphs 7.2.11 and 7.2.12. Test gauges for this type of operation shall be of the dead weight chart recorder type, producing both pressure and simultaneous temperature records, over the test period.

9.2.14 Due attention shall be paid to the effects of high/low ambient temperatures occurring during the test. The piping shall not be pressure tested at metal temperatures below 35 degrees F without specific approval by the Client Representative/Engineer’s representative.

9.2.15 When testing is satisfactorily completed, the Haskell Hydro test Foreman or Field Engineer shall review the test package flushing instructions. The piping system will then be prepared for flushing and cleaning in accordance with Section 7.3 of this procedure. Note, during these operations, adequate venting should be properly checked to avoid vacuum conditions.

9.2.16 In some instances, drained lines should be thoroughly dried by purging with dry oil free air. These cases shall be identified by Client Operation representative.

9.2.17 The Client Representative/Engineer and the Contractor representative who executed the test shall sign applicable section of FORM H-1, Piping System Installation and Testing



Certificate. When specified, pressure, temperature, and time recorder charts shall be attached to the certificate which shall be included as part of the permanent record files.

9.2.18 During the process of pressure testing, careful attention must be given to the following matters:

Extreme care shall be taken to ensure that all pressure has been relieved before opening any system that has been the subject of a pressure/leak test.

Consideration must be given to the possibility of test fluids being trapped behind check valves and it may often be necessary to vent or drain the test fluid from more than one point.

Depending upon the test medium used, the return of equipment/plant back into service may produce additional hazards, for example: a. Where water has been used as a test medium, any residual water after draining

may contaminate the product, or cause problems if the equipment is on high or low temperature service.

b. Systems containing air should be made inert prior to the introduction of process gas.

c. When the need to vent inert gas arises, consideration must be given to venting it to an area where personnel cannot be affected by it.

These conditions shall be identified by Client/Engineer through written instructions to the Contractor.

9.3 Cleaning and Flushing (When required by Client Representative)

9.3.1 Prior to testing each piping system or part system, as identified on the test package line list, shall be cleared of debris by flushing with water, or blowing with steam or air as appropriate, to prove its basic integrity and that it is clear from end to end. Piping containing soft seated valves shall be flushed and drained before the valves are installed.

9.3.2 Flushing shall be carried out using clean fresh water, potable water, treated sea water, air or steam, as appropriate. Water shall not be used for hydraulic, seal oil, air, fuel gas, and Halon lines. Carbon steel piping flushed with sea water, where approved for use, shall be dried immediately after flushing to prevent corrosion. For piping systems containing austenitic stainless steel pipe and fittings the chloride ion content of the water shall be less than 50 PPM.

9.3.3 Systems open to atmosphere which does not require flushing should be blown down to ensure that lines are not restricted.

9.3.4 Flushing shall not be carried out through machinery or any other equipment which may be damaged. Therefore, isolation blinds located at pump suction and discharge flanges, exchanger inlets and outlets, and vessels nozzles should remain installed until line flushing and cleaning has been accomplished.

9.3.5 Orifice plates, flow nozzles, pressure relieving devices, check valve flappers (as needed), etc., shall be removed during flushing. To avoid straining the piping while these items are removed, temporary spacers or spool pieces shall be fitted. These temporary fittings shall



conform to the specification of the system being tested if remaining in place for pressure testing.

9.3.6 Any in-line service strainers are to be removed prior to flushing. These should be replaced after the flushing operation has been accepted.

9.3.7 Precautions shall be taken to ensure that water is safely drained away while flushing is being carried out. All flushing connections shall be provided with a method for trapping debris. Flushing shall be carried out until no debris can be detected and the required cleanliness of the system satisfactorily. Where required, piping systems shall be dried out after flushing.

9.3.8 The applicable section of FORM H-1, Piping System Installation and Testing Certificate, shall be used to record that satisfactory flushing has been carried out.

9.4 Pneumatic Pressure Testing

9.4.1 Pneumatic testing shall only be carried out when expressly agreed with Client Representative/Engineer. (See Haskell Corporate QCM for more detailed information on TNT Factor).

9.5 Piping Completion & Final Punch list

9.5.1 Once all testing and flushing activities are accomplished, the Contractor will restore the piping to its mechanically complete state.

9.5.2 To ensure the piping system is returned to a state of mechanical completion, Operations and Haskell QC or Field Engineer shall walk down the system together. During this joint review, a Pre-commissioning Final Punch list will be completed which will provide written identification of outstanding checkout items requiring correction or rework.

9.5.3 At a minimum, the Pre-commissioning Punch list should consider the following checklist items:

All Test fluids and pressure have been removed from system. Flushing complete if applicable. The compound in screwed connections is as specified. Orifice plates installed correctly and flow verified. All instruments gauges and tubing connections complete. All identification complete (valves, instruments, etc.). Filters, strainers, traps, check valves installed with correct flow. All pump strain and pipe checks are complete and documented. All bolt up connections hammer tested and torqued to specifications. Temporary supports have been removed. Piping system released for paint, heat trace and insulation.

9.5.4 Fire and gas piping systems will include the following additional checks before final punch list Form H-1 is signed off:



All sprinkler nozzles have been correctly reinstated. All hose couplings have been correctly reinstated. All Halon discharge heads have been correctly reinstated. Confirmation with the mechanical engineer that:

a. All fire hydrants have been correctly reinstated. b. All foam monitors have been correctly reinstated. c. Halon cylinder attachments have been correctly reinstated.

9.5.5 Once all outstanding punch list items developed throughout this procedure are corrected

and accepted, Operations and Haskell Field Engineer will sign the appropriate section on FORM HF-1, Piping System Installation and Testing Form. This system test form will be incorporated into the Final QC Report submitted at the end of the project.


9.6.1 Additional requirements related to the coating, heat tracing, and insulation of piping systems will be recorded and documented on the bottom of FORM H-1, Piping System Installation and Testing Form.

9.7 Final Quality Assurance Report

9.7.1 When final approval signatures are received on the applicable form a particular system, they will be recorded and filed. This form will then be referenced in the completed QC Report prior to pre-commissioning activities. The QC Report may link all piping, equipment, coating, tracing, insulation, controls, and electrical requirements for startup of the defined system.

10. STANDARD FORMS

When required by the Client, Haskell Quality forms may be substituted for Client standard forms. This substitution will not require a revision to this manual where Haskell standard forms are identified. H-1 PIPING SYSTEM INSTALLATION AND TESTING FORM

P-4 PRE-TEST TO COMMISSIONING FLOW CHART

P-5 WALLPAPER SIGN OFF (SAMPLE)

BT-1 BOLT TORQUE INSPECTION FORM


Piping Installation and Testing (Shop) of 151 Rev. 1

SECTION 14

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 SCOPE


4.0 PIPING FABRICATION

5.0 WELDING

6.0 INSPECTION

7.0 PIPE TESTING GUIDELINES

8.0 STEEL AND PIPING SURFACE PREPARATION PAINTING

9.0 STORAGE

10.0 SHIPPING

11.0 STANDARD FORMS



1. GENERAL REQUIREMENTS

1.1 Procedures covering piping material control, welding and inspection shall be followed. All procedures shall be in accordance with the engineering specifications and design drawings, where provided and as qualified in Section 3.0 below.

2. SCOPE

2.1 This procedure applies to all welding performed by the Company, except that which is within the scope of ANSI/ASME BPVC Section I and Section VIII, and B31.1 Boiler piping.

3. RESPONSIBILITIES

3.1 Project Manager (PM)

The Project Manager is responsible for ensuring that the requirements of this Haskell Corporation procedure are properly implemented.


The Quality Control Inspector is responsible to provide technical support for the installation of piping and testing The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications. The QCI or QCM will make weld maps and Maintain a weld log, a copy of all weld maps will be given to the pipe shop foreman.

3.3 Pipe Shop Foreman The Pipe Shop Foreman has the responsibility to ensure all work is performed as described in 3.1 of

this quality procedure and to ensure all piping components are verified and recorded on the shop drawings by a craftsperson in charge of checking conformance and dimensions. All installations shall be performed as shown in the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented on a RFI and submitted for client approval.

3.4 It is the responsibility of the pipe shop foreman or his designee to make sure weld maps are turned

into the QCM / QCI, and communicate upcoming activities, so that the weld logs can be accurately maintained and NDE can be scheduled accordingly.

4. PIPING FABRICATION

4.1 General

4.1.1 All fabrication shall be in accordance with guidelines of the applicable fabrication codes and per the engineering specifications and design drawings where provided. Haskell Corporation shall use welders and procedures certified to ASME Section IX.

4.2 Fabrication and Part Marking



4.2.1 Where isometric drawings are not supplied to the construction contractor, the subdivision of spool piece marks on the shop erection drawing shall be clearly marked for shop fabrication showing spool numbers, prior to site installation, to assist in the efficiency of installation and for proper identification.

4.2.2 Close monitoring of the pre-fabrication process shall be maintained to ensure that the piping delivery priorities are adhered to.

4.2.3 A weld map shall be maintained by the QCI to keep an accurate account of each qualified weld, each completed weld joint, and to perform the required amount of non-destructive examination (NDE) inspection as determined by the code and project specifications.

4.2.4 All spools shall be identified with unique piece mark numbers reflecting the isometric drawing and/or equipment numbers shown on the contract drawings.

4.2.5 Materials being used in the fabrication of piping should be continuously checked for compliance to the relevant project specifications and material requirements.Traceability must be maintained throughout fabrication, heat numbers shall be transferred from full length pipe to cut pieces.

6. WELDING

5.1 General

5.1.1 All welding shall be performed by qualified welders. All welders shall be qualified in accordance with the requirements of ASME Section IX or appropriate specifications. Welder performance qualification records will be available in the Haskell QC office for review, confirmation and/or acceptance.

5.1.2 Welding operations shall be performed in accordance with approved procedure specifications, qualified welding procedure specifications will be made available to welders, welding supervisors and to the Client Representative/Engineer.


5.1.4 Each welder that is gate tested for a specific project will be given four hours for the specific test, as an example a 2” schedule 160 pipe test SMAW root fill and cap is 4hrs, all Welder qualification tests will be subject to RT with the exception of GMAWSC. If the welder fails the test, he will not be allowed to re-test for a minimum of 60 DAYS. After passing the initial Pipe test the first two production welds are subject to RT, if both welds fail the welder will be terminated. (Unless approved by the Corporate QCM)





5.2.2 Welding consumables shall be stored in suitable dry locations equipped with temperature

controlled electrode storage ovens and adequate ventilation. Electrodes that are not required to be stored in ovens (for example, the E6010) must be kept in a moisture-proof, sealed container.


directly from these containers. After opening, low hydrogen electrode will be stored in heated ovens set at a temperature of at least 250 degrees Fahrenheit. Low hydrogen electrodes must not be out of the oven for more than 4 hours. Any electrodes that have been out for more than 4 hours must be discarded or put back in an oven designated for re-drying of low hydrogen electrodes as described by the manufacturer.

5.2.4 Any consumables which are unmarked, shows signs of damage, deterioration or excessive dampness will be discarded. Bare filler material used for Gas Tungsten Arc Welding (GTAW) processes must have material designation numbers flagged or stamped on both ends.

5.2.5 No electrodes shall be left lying about in the workshop. Any such electrode shall be scrapped. When welding outside the shop, portable rod ovens shall be used. Under no circumstances shall any item other than welding electrodes be placed in any rod oven.

5.2.6 All alloy welding consumable material shall be in accordance with the applicable Weld Procedure Specification (WPS) and shall be stored in a manner consistent with the manufacturer’s recommendations.

5.2.7 The foreman and the craft person must have knowledge of the base materials they are working on, knowledge of the WPS, along with the appropriate isometric drawing showing the bill of materials with the material call out.

5.2.8 If a question arises on the material to be welded it shall be brought to the attention of the QC Inspector. Any unknown material shall be verified using the Positive Material Identification process.

6. INSPECTION

6.1 Requirements

6.1.1 Non-destructive examination (NDE) (including visual) examinations will be performed according to the job requirements and specifications by qualified inspectors.

6.1.2 Checks shall ensure that:

a) All shop assemblies comply in all respects to the contract drawings and specifications. ( Shop Foreman)

b) All weld inspection, NDE and relevant records are completed and copied to the Client Representative/Engineer. ( QC Inspector)




6.2.1 Additional requirements related to the coating of piping will be recorded following their respective procedures and documented on the appropriate form for the application.

See QCP-PA-1 Steel and Piping Surface Preparation and Painting.

7. PIPE TESTING GUIDELINES

7.1 Piping System Test Packages

7.1.1 Pressure testing and flushing/cleaning shall be performed in accordance with engineering specifications, design data, and the applicable requirements of this section.

7.1.2 Each test package will detail and record the scope of testing.

7.1.3 The following data shall be recorded on FORM H-1, Piping System Installation and Testing Form:

Test package number General area/unit/location Report number and service description Applicable P&ID drawing number - marked up to show limits Applicable piping isometric drawing number(s) Pressure testing information and engineering reference data Non-standard testing instructions involving special cases or requirements (i.e.

Deviation from normal practice, testing against valves, x-ray at tie-ins, unusual service tests, etc.)


7.2.1 Pressure testing shall be performed in accordance with technical specifications, design data, and the applicable requirements defined herein. Prior to commencement of any pressure testing, a Piping System Installation and Testing Certificate Form H-1 will be signed off by the Contractor after all piping defined in the system is erected, checked out and ready to test.

7.2.2 All test equipment used, shall include a calibration procedure which ensures it is uniquely identified, calibrated on a regular basis, and has a maintained calibration record. See quality procedure section QCP-MTE-1 for specifics.

7.2.3 The system under test shall be visually inspected over its entire length by the QC Inspector or shop foreman, and check each mechanical, welded joint, attachment, etc.

7.2.4 After satisfactory completion of the pressure test procedure, the appropriate section of the Piping System Installation and Testing Form H-1 shall be completed. When required, the pressure, temperature, and time recorder charts shall be attached to the certificate.

7.3 Flushing

7.3.1 Flushing of lines shall be carried out using the test media until the required cleanliness of the system is attained. Flushing instructions shall be incorporated into each drawing package, including flush circuits and direction of flows. Normal gravity flow from high points



to low point discharges shall be the default method, except where circumstances dictate additional volume of flushing media and flow velocities are required. Special requirements for pre-startup cleaning shall be prepared and be included in this testing procedure and recorded on the FORM H-1. An addendum may be necessary to capture all special testing requirements.

7.3.2 The satisfactory completion of the flushing procedure shall be recorded in the appropriate section on the Piping System Installation and Testing FORM H-1.

7.3.3 For smaller piping components the above mentioned process shall be condensed into a smaller testing record and will not require all of the information as contained in FORM H1; unless required by the contract documents.

8. STEEL AND PIPING SURFACE PREPARATION PAINTING 8.1 All painting and coating shall follow the guidelines set forth in QCP –PA–1 Steel and piping

surface preparation painting. 9. STORAGE

9.1 Post Blasting and Painting

9.1.1 After painting each spool shall be blown out to remove any debris from sand blasting. If necessary each spool shall be swabbed (as in pickling - special cleaning process for the interior of the pipe spools)

9.1.2 Each spool shall be inspected to assure the identification tag is present and legible. If the tag is missing or illegible the spool shall be placed in a holding area until verified with the drawings and a new tag is installed.

9.1.3 Once each spool has been blown down the spools shall have pipe caps and plugs installed to prevent debris, gravel, or water from entering the spool and placed on dunnage to keep up off the ground.

10. SHIPPING

10.1 Handling for shipping

10.1.1 Spools will be shipped in such a manner as to provide a full load, as much as practicable, with the ends covered and protected from the weather.

11. STANDARD FORMS


11.1 Forms

H-1 PIPING SYSTEM INSTALLATION AND TESTING FORM H-2 PIPING PRE-TEST CHECKLIST H-3 PIPING PRECOMMISSIONING PUNCHLIST

QUALITY MANAGEMENT SYSTEM QCP-IC-1

Instrumentation and Controls Installation of 151 Rev. 1

SECTION 15

CONTENTS

SECTION TITLE

1.0 GENERAL 2.0 CLIENT REPRESENTATIVE PARTICIPATION 3.0 RESPONSIBILITIES 4.0 INSPECTIONS

5.0 SURVEILLANCE INSPECTION 6.0 STANDARD FORMS



1. GENERAL

This procedure outlines the inspection of instrumentation and control of installation.

A qualified instrumentation technician and QCI will inspect all major operations of instrumentation installation as outlined below and in accordance with all applicable Quality Control Procedure (QCP’s) and client standards. In addition he will perform visual inspections to assure that instrumentation installation conforms to good quality practices.

2. CLIENT REPRESENTATIVE PARTICIPATION

Notification will be given for all areas requiring Client Representative Participation.

3. RESPONSIBILITIES

3.1 All installations shall be performed as shown in the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the Project Manager or QCI on a RFI.



The Quality Control Inspector is responsible to provide technical support for the installation and inspection of instrumentation and controls. The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Electrical Codes and client specifications.

4. INSPECTIONS

4.1 Receiving Inspection 4.1.1 Receiving inspections of instrumentation items will be performed immediately after being

received.

4.1.2 All incomplete and non-conforming items shall be transferred to a site punch list.

See section QCP-MC-1 for further instruction on Material receiving.

4.2 Instrument Functional Testing 4.2.1 All instruments will have a manufacturer’s record of functional testing and the instrument

operates to the manufacturer’s specification.

4.2.2 A record of all tests and results shall be referenced to the instrument tag number.



4.2.3 Each tested and accepted instrument plainly is marked.

4.3 Instrument Mounting 4.3.1 Each instrument mounting position conforms to specification for accessibility and

relationship to process and related instrument.

4.3.2 Control, pressure regulation, and relief valves checked for correct position in-line in respect to flow direction.

4.3.3 All instruments substantially mounted from structural steel or floor, except direct connected instruments such as pressure gauges, temperature indicators, etc., which are mounted directly on the process equipment.

4.4 Check point (ok to run impulse lines, air supplies, and signal tubing) 4.4.1 Ensure there are no outstanding punch list items.

4.4.2 All prior inspection completed.

4.5 Impulse lines, air supplies, and signal tubing

4.5.1 Impulse lines installed per drawing and correctly connected to instrument

and process for flow direction.

4.5.2 Air supply lines installed per drawing.

4.5.3 Signal tubing installed per drawing, and correctly connected between instrument and / or instruments and junction boxes.

4.5.4 All lines properly mounted, and routed to prevent damage from normal operation and maintenance. Lines not supported from process piping.

4.6 Welding Inspection

All impulse line welds conform to an approved welding procedure. All welds identified with welder/ welding operator’s stamps or identifying mark. All welds identified numerically on master as built set of drawings; weld maps.


Instrument air system tested.

Instrument transmission and control lines tested. All lines thoroughly blown clear before pressure test commences.

All tests recorded after accepted and complete.



4.8 Loop testing

A functional test made on all instrument loops to check function and correct action of all

components within each loop. Whenever possible, these tests must be made immediately upon completion of pressure testing while instrument air is still pressurized.

All testing recorded after accepted and complete.

4.9 Instrument Identification

All instruments, instrument valves and instrument piping shall be tagged for all system identification. Line number, valve number, and system identification.

5. SURVEILLANCE INSPECTION

5.1 Assure use of qualified welding procedure and qualified welder is used.

5.2 Welder Continuity reports are being maintained.

5.3 Test Equipment Surveillance

5.3.1 Perform surveillance of calibration activities on a periodic basis throughout the life of the Project. Verify the equipment used for calibration has verifying sticker on the instrument that indicates date of check and date of calibration due date traceability to the National Institute of Technology.

6. STANDARD FORMS These forms are custom tailored to the client’s needs and suggestions; therefore a copy of the forms is not included.

FORM I 47

QUALITY MANAGEMENT SYSTEM QCP-FP-1

Structural Fireproofing of 151 Rev. 1

SECTION 16

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 FIREPROOFING CONTROL


4.0 CERTIFICATION AND RECORDING



1. GENERAL

This procedure gives guidance for the control of site actions for forming, reinforcing and placing fireproofing systems. The technical requirements for installation, inspection, and acceptance are contained within the appropriate Engineering Standards and Specifications. Project specific Client Engineering Standards shall govern the quality requirements for this aspect of the work.

2. FIREPROOFING CONTROL

2.1 General Discussion

2.1.1 Haskell Supervision will ensure that the minimum requirements contained within these instructions are incorporated into any procedures produced or operated by the Haskell and/or sub-tier contractors involved with the project.

2.1.2 All requirements should be monitored on a regular basis commensurate with this activity.

2.2 Specific Requirements

Haskell Corporation or its fireproofing subcontractor will ensure that:

2.2.1 All materials to be incorporated into the fireproofing meet the specifications as called for in the Client’s standards.

2.2.2 Materials are properly stored if they will not be used for a period of time. This primarily affects synthetic type fireproofing materials and not concrete types.

2.2.3 Verification of any precedent inspection forms will be obtained prior to starting any fireproofing operation. This means that the appropriate sections of the SS-1 and PA-1 forms have been completed and approved in order to begin application of fireproofing materials.

2.2.4 Fireproofing reinforcing mesh and anchor clips may be applied without the applicable precedent forms, but require visual acceptance by the authorized Client engineer/inspector before application of the fireproofing material.

3. RESPONSIBILITIES


3.2 Quality Control Inspector (QCI) The Quality Control Inspector is responsible to provide technical support for the installation of structural fireproofing. The QCI is also responsible to schedule the third party inspector, and verify inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications.



4. CERTIFICATION AND RECORDING


4.1.1 All installations shall be performed as shown in the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the Project Manager or QCI with an RFI.

4.1.2 No specific forms for fireproofing acceptance will be used to record the inspection and acceptance of fireproofing. Inspection and acceptance for fireproofing will be integrated into the primary aspect to which the fireproofing is being applied, i.e. structural steel, piping, tubing, walls, etc. (Example form SS-1 sign off)

QUALITY MANAGEMENT SYSTEM QCP-PA-1

Steel & Piping Surface Preparation & Painting of 151 Rev. 1

SECTION 17

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 PAINT CONTROL REQUIREMENTS


4.0 CERTIFICATION AND RECORDING

5.0 STANDARD FORMS AND CERTIFICATES



1. GENERAL This procedure gives guidance for the control of site actions for surface preparation and application of internal

and external paint coatings and linings. The technical requirements for preparation, application, testing, and acceptance will be supplied by the coating manufacturer.

2. PAINT CONTROL REQUIREMENTS


Haskell Supervision will ensure that the minimum requirements contained within this procedure are incorporated into any system and resulting procedures produced and/or operated by the Haskell and sub-contractors involved with the project. The requirements should be monitored on a regular basis commensurate with this activity.

2.2 Specific Requirements (e.g. Storage, Prep, Etc.)

Haskell Corporation or its painting subcontractor will ensure that:

2.2.1 All materials are to be handled and stored in accordance with the Manu-facturer’s latest published instructions.

2.2.2 The storage arrangements for all inflammable materials comply with the Flammable

Liquids Regulation and any additional requirements.

2.2.3 The storage area has adequate security, restricted access, fire resistance and ventilation. Fire prevention equipment (i.e. extinguishers, fire monitors, water and hoses) are within proximity and maintained. Reasonable temperature and controls will be required per manufacturer’s recommendations.

2.2.4 Care shall be taken to avoid storing other material which may be an ignition source.

2.2.5 Care shall be taken to prevent any contamination during paint preparation and application. 2.2.6 The painting subcontractor will require written approval or release from Haskell.

2.2.7 All instruments used in the inspection activities, (e.g. thermometers, pyrometers, hygrometers, thickness gauges, profile gauges, and holiday detectors) are properly and timely calibrated for use. Calibration records will be available for periodic audits to assure suitability of these instruments.

2.5.5 Haskell or its subcontractors will prepare, issue, and maintain daily reports which describe

the extent and condition of surfaces prepared and coating or markings applied within the preceding twenty-four (24) hours. A log of all inspections and reports will be maintained by the QCI.



3. RESPONSIBILITIES

3.1 All installations shall be performed as shown in the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI on a Field Change Request (FCR) or Field Change Notice (FCN).


3.3 Quality Control Inspector (QCI) The Quality Control Inspector is responsible to provide technical support for the installation of steel and piping surface preparation and painting. The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications.

4. CERTIFICATION AND RECORDING


4.1.1 When coating or marking of an area is considered complete, Haskell or its subcontractor will prepare and issue a report form, complete with supporting documentation, covering that area which describes the extent and condition of the coatings or markings applied. This certificate will confirm that the work performed is in compliance with the approved design specifications and project procedures.

4.1.2 A system breakdown or boundary/system limits will be developed by the Client that properly defines specific work covered by each painting system. Normally these will be defined by grid limits, elevation restraints, plot limits, building area, module number, etc. as defined by each discipline or work scope.

4.2 Preparation of Forms

4.2.1 A form will be used to record painting acceptance. The form will be qualified where

applicable to indicate whether the inspected area is interim or final with the designated area, as agreed upon with the Client painting representative.

4.2.2 The form will also be completed and signed by the authorized Client representative for the

project prior to the application of fireproofing and insulation systems where applicable. When a specific area of coverage is part of a broader area, the surfaces to be covered up shall be inspected and accepted separately to assure specification compliance is achieved.

5. STANDARD FORMS


5.1 Supplied by Painting/Coating Contractor

QUALITY MANAGEMENT SYSTEM QCP-RE-1

INSTALLATION OF ROTATING EQUIPMENT of 151 Rev. 1

SECTION 18

CONTENTS SECTION TITLE 1.0 GENERAL 2.0 SCOPE 3.0 RESPONSIBILITIES 4.0 DEFINITIONS 5.0 REQUIREMENTS 6.0 STANDARDS FORMS



1. GENERAL

This procedure defines the standard work process for the installation and alignment of rotating mechanical equipment.

2. SCOPE

2.1 This procedure covers the installation, assembly and cold alignment of pumps, compressors, blowers and other rotating equipment.

2.2 This procedure applies to permanent plant equipment and is not applicable to the installation of temporary rotating equipment or components used as part of the construction process.

2.3 Any deviation from the Manufacturer’s Recommended Procedure must be ap-proved by the manufacturer and the client.

3. RESPONSIBILITIES

3.1 Project Manager (PM) The project Manager is responsible for ensuring that the requirements of this Procedure are properly implemented.

3.2 QC Inspector (QCI) The QC Inspector will contact personnel responsible to provide technical support for the installation of all rotating equipment.

3.2.1 The QC Inspector has primary responsibility for review of all rotating equipment design drawings for quantity takeoffs, quantity tracking, field material requisition requirements, knowledge of the work scope, technical issues, storage and maintenance requirements, in-process and final inspections and assurance that the installation proceeds and has been completed in accordance with the applicable drawings, codes, specifications, standards, and safety requirements.

3.2.2 The QC Inspector is responsible for working with the Superintendent and supporting the

work planning, scheduling and sequencing of the rotating equipment installation.

3.2.3 The QC Inspector should also work with the engineering and procurement organizations to ensure that design documents, drawings and vendor manuals are on site prior to the receipt of the equipment.

3.3 Responsible 3.3.1 Superintendent (SPT)

The Responsible Superintendent is responsible for supervision and coordination of craft labor, tools and equipment in accordance with applicable design drawings, codes, specifications, standards, and safety requirements, as well as the quality of work performed. The Superintendent develops the work plan and schedule with input from the Field Engineer, including fulfilling all the safety and quality requirements pertaining to the work.



4. DEFINITIONS

4.1 Rotating Equipment As used in this procedure, the term equipment is a general term that includes all material, devices, appliances, fixtures and apparatus used as part of a rotating equipment installation.

4.2 Equipment Train Two or more rotating equipment machinery elements consisting of at least one driver and one driven element joined together by a coupling.

4.3 Face The face is the flat or mating surface of the component coupling. “Face to face” describes the mating surfaces of two components that will be joined together.

4.4 Rim The rim is the outside diameter surface or circumference of the component coupling.

4.5 Soft Foot The condition of a piece of equipment where the bottoms of the equipment “feet” or “base” are not machined flat in the same plane or parallel with their mating (or mounting) surface creating a situation where all the “feet” or “base” are not equally supporting the weight of the equipment.

4.6 Bolt Bound A condition where any hold down bolt is not free in the bolt hole for adjustment, such that the ability to move a piece of equipment in a desired direction is constrained due to the sides of the bolt hole(s) pressing against the hold down bolt.

4.9 Undercut A condition where any hold down bolt diameter (cross-sectional area) has been reduced by mechanical or other means.

4.10 Total Indicator Reading (TIR) This is the arithmetic difference between the minimum and maximum indicator reading when a 360° rotational check has been performed on the mating commodities rim or face.

4.11 Angular Alignment The angular degree of parallelism of the coupling flange faces. The angular reading by definition is the actual total indicator reading (TIR) measured face to face on the couplings near the periphery. Angular misalignment occurs when the shaft axes are not parallel.

4.12 Parallel Alignment An alignment condition where the axis of rotation (centerline) of both the drive and driven unit are concentric. The parallel alignment readings are the actual shaft centerline offsets that are equal to one half of the actual TIR as measured from “rim to rim”. Parallel misalignment occurs when the shaft centerlines are parallel but do not rotate about the same axis.

4.13 Face Runout The perpendicular relationship of the coupling faces to the shaft axis. This value is the TIR.



4.14 Rim Runout The concentricity of the coupling flange circumference in relationship to the shaft axis. This value is the TIR.

4.15 Preliminary or Rough Alignment The alignment of two adjacent rotating equipment shafts before the attaching and other outside sources of strain (i.e. conduit) are connected to the equipment.

4.16 Final Alignment The alignment of two adjacent rotating equipment shafts after the measurement of piping-imposed strains and other outside sources of strain (i.e. conduit) on the rotating equipment are verified as being within the specified tolerances.

4.17 Hot Alignment The alignment made when rotating equipment is within 10% of its normal operating temperature. Hot alignment is usually a Client or Startup function completed after turnover.

4.18 Cold Alignment The alignment made when rotating equipment is at the ambient temperature. Preliminary or rough, and final alignments are made at the ambient temperature.

4.19 Cold Spring Also known as “cold pull” or “pipe stress”. This results in pipe strain and occurs when the “as-installed” pipe cannot or will not naturally and easily bolt to nozzle, flange or other mating connections without springing or pulling the ambient temperature pipe into position until the connection can be made and the pipe stress released.

4.20 End Float The actual, measured axial movement of the rotating equipment shaft.

5. REQUIREMENTS

The standard work process for the new installation of rotating equipment is as follows:

5.1 All materials, work and services shall fully comply with design drawing, codes, specifications, standards, contract requirements and direction supplied by the equipment vendor’s representative.

5.2 All dial indicators, torque wrenches and other measurement and test equipment used during the

installation and acceptance of rotating equipment shall be in accordance with Haskell Corporation, Control of Measuring and Test Equipment.

5.3 Pre-Installation Checks

5.3.1 Anchor bolts locations are checked against base plate (hole location and size) for proper

layout, plumbness, projection/thread length and acceptable physical condition. Anchor bolts and nuts are free of oxidation and dirt, and are clean and lubricated as required.

5.3.2 If equipment is being placed on a concrete foundation and requires grouting, the foundation shall be properly prepared and inspected in accordance with applicable design drawings and specifications prior to setting equipment on the foundation.



5.3.3 If equipment is being placed on structural steel, the steel shall be painted and/or coated in

accordance with applicable design drawings and specifications.

5.3.4 Coating on the bottom of the equipment or equipment skid shall be checked for compliance with project requirements.

5.3.5 Complete the applicable portions of the inspection checklist.

5.4 Rough Alignment of Equipment

5.4.1 Prior to grouting equipment, a “rough” alignment check should be performed to verify that coupling spacing and final alignment can be achieved without modifying the hold down bolts or the machine feet.

5.4.2 Ensure components, such as shaft bearings and gearboxes, are adequately clean and

lubricated prior to shaft rotation.

5.4.3 The Millwright shall determine the alignment methodology to be used for all alignment operations (Reverse Dial, Rim and Face, or Laser Alignment System) based on alignment criteria, experience of project craftsman and/or vendor recommendation. Alignment operations shall account for vendor calculated hot and dynamic movements of the shafts and equipment.

5.4.4 Particular attention should be paid to the shims used in vertical alignment. Shims should be smooth, flat and free of dirt or foreign materials. Good practice is to use a combination of shims yielding a shim pack of no more than five (5) shims. Shims that will be grouted in place may be either carbon steel or stainless steel. Exposed shims that will be left in place should be stainless steel. Shims should not be galvanized, laminated or painted.

5.4.5 Adjust the piece of equipment to the required spacing between shafts in accordance with

the manufacturer’s specifications. For equipment with large thrust readings, the shaft should be in its operating position for this measurement unless directed otherwise by design documents and/or vendor recommendations.

5.5 Grouting of Equipment Baseplates

5.5.1 Prior to grouting, the Haskell QC Inspector shall verify the existence and adequacy of grout pour and vent holes. Where additional holes are required, the equipment vendor should be contacted to obtain recommendations and/or concurrence with proposed hole locations and sizes.

5.5.2 At the completion of rough alignment and verification of adequate grout pour and vent holes,

a Grout Request/Release should be prepared by the Project Superintendent and the equipment grouted. Grout type shall be as specified in the design documents.

5.5.3 After the grout has cured, loosen any leveling bolts/nuts and remove shims, if required. Dry

pack grout in any void areas created by shim removal.



5.5.4 After the grout has cured, check for voids by tapping with a hammer or similar device along the top deck of the mounting plate, listening for a “hollow” sound. Void areas shall be filled with grout using a grout gun. NOTE: The “hollow” sound produced by tapping on the mounting plate is not necessarily indicative that voids exist. When grout cures (even “non-shrink” grout) it separates from the underside of the mounting plates, creating a very fine gap between the bottom of the plate and the cured surface of the grout. When a void is suspected, additional investigation is required. Careful attention is required at the deck support beam location(s) as these areas will resonate with the typical “hollow” sound.

5.6 Preliminary Alignment

5.6.1 Haskell Quality Inspector shall ensure that post grout equipment restoration has been performed and that anchor bolts have been tightened as required by design documents prior to beginning any preliminary alignment activities.

5.6.2 The Haskell Quality Inspector shall also review the manufacturer’s instructions to determine

any special alignment procedure or sequence that may be required for a particular piece of equipment as well as the required axial shaft positioning during coupling gap measurements for equipment with large end floats.

5.6.3 The preliminary alignment process consists of three main parameters in the following

sequence: a. Equipment/base plate is level to within specified tolerances. b. Shafts are precisely aligned and positioned axially (coupling spacing is correct) c. Soft foot or rocking is within allowable values.

5.6.3.1 These parameters are measured and corrected independently, however correction of one may impact either or both of the two. Therefore, adjustment of one parameter should be followed by measurement of all parameters until through an interactive process; all parameters are within specified tolerances.

5.6.4 On indicator arm spans (or coupling gaps) over five (5) inches [127 mm], indicator sag may

introduce error in the parallel alignment readings. Indicator sag is the deflection caused by the weight of the indicator(s) and the indicator support arm.

a. Always check and measure the sag as alignment readings must be adjusted to account for the sag.

b. A widely employed method of checking for indicator sag is to attach the indicator support arm and indicator(s) to a rigid shaft or pipe using the same spacing and post height as in the actual alignment configuration. “Zero” the indicator on the top of the pipe and rotate the pipe 180° (indicator at the bottom position).

c. The indicator support arm may sag away from the pipe; hence, any change in indicator reading will be attributable to indicator sag and the indicator reading will be twice the true indicator sag.



d. To correct readings for indicator sag, subtract twice the amount of the true sag from

the bottom reading and correct the side readings by subtracting the actual amount of the true sag.

e. Vertical alignments, both parallel and angular, are not affected by indicator sag.

5.6.5 When shafts are rotated during alignment, always rotate shafts in the same direction and

as indicated for the driven piece of equipment.

5.6.6 Verify level of the driven component first, and then proceed to adjusting the vertical angularity, followed by elevation/vertical parallelism. The horizontal adjustments can now be made without shim changes.

5.6.7 Perform rocking or soft-foot checks on each equipment foot and not at the coupling. In the

absence of vendor or design criteria, good practice is to limit permissible movement to 0.002 inch [0.05mm] at each foot.

5.6.8 Hold down bolts should not be bolt bound. The hold down bolt hole should be reasonably

centered based on a visual examination. Undercutting of hold down bolts is not permitted. The equipment vendor may permit slotting or over sizing of the bolt hole(s) to relieve the condition. When slotting or over sizing bolt hole(s), a larger washer may be required.

5.6.9 After soft-foot has been eliminated, recheck all alignment parameters and record the

accepted reading on the Coupling Alignment Data Sheet.

5.7 Piping Alignment

5.7.1 Piping systems including lube oil piping, cooling water piping and any auxiliary piping, should be worked into position to bring the piping flanges or weld ends into satisfactory alignment with the rotating flanges or weld ends. Pipe ends (welded or flanged) of connecting pipe shall not be sprung or pulled into position nor should any undue stress be placed on the equipment pipe ends.

5.7.2 Moving equipment to achieve piping alignment is not permitted.

5.7.3 Piping should be supported by permanent fixed supports and hangers. As a minimum, the first three permanent load bearing supports on each piece of the equipment (driven and driver, as applicable) should be sufficiently structurally completed to accept full design loading prior to connecting to equipment flanges or weld ends.

5.7.4 Alternately, temporary supports may be installed provided that excessive loads are not

imparted to the equipment flanges or weld ends.

5.7.5 Installed hangers shall be set to design loads. Stops should remain installed for all spring hangers and spring supports.

5.7.6 Adjusting the spring tension of spring hangers or spring supports as a method of achieving

piping alignment is not acceptable.



5.7.7 Generally, if the following conditions are achieved piping will not impart undue strain on the

equipment nozzles and final alignment of rotating equipment shafts can be easily achieved: a. Pipe flange bolt holes are lined up with equipment nozzle bolt holes within 1/16 inch [1.6 mm] maximum offset from the center of each bolt hole. Flange bolts at equipment flanges shall be capable of removal by hand when loosened without binding or stress.

b. The equipment and piping flange faces are parallel to within 0.010 inch per inch [0.254mm] per 25.4mm] of pipe flange outer diameter up to a maximum of 0.030 inch [0.762]. Piping flanges with diameters less than 10 inches should parallel within 0.010 inch [0.254mm]. c. Flange face separation shall be within the gasket spacing plus 1/16 inch ( 1.6 mm )

5.8 Cleanliness and Final Closure

5.8.1 Cleanliness of rotating equipment shall be maintained throughout the installation process.

5.8.2 Cleanliness inspection shall be performed prior to final closure of each component to assure that cleanliness is in accordance with project and equipment vendor requirements and any desiccant or like preservatives have been removed.

5.9 Equipment Assembly

5.9.1 Complete specific rotating equipment assembly in accordance with the design documents.

5.9.2 Haskell Project Manager shall obtain the services of an equipment vendor representative to support and witness the assembly and/or perform final acceptance of the equipment installation, if required.

5.10 Final Alignment

5.10.1 Piping alignment shall be completed prior to starting final alignment activities.

5.10.2 Pressure testing of piping should be performed after preliminary piping alignment and fit up to the equipment. Pressure testing shall be complete prior to final alignment. The Client Engineer shall determine on a case by case basis if the equipment may be included within the boundaries of a piping test considering the test medium/maximum allowable pressure and equipment storage and maintenance requirements. Haskell will not make this determination.

5.10.3 On equipment with flanged piping connections, final alignment should be performed on the

equipment with the attaching piping in the unbolted (free state) and bolted condition to verify the absence of unacceptable connective pipe strain. In both cases, the alignment must remain within the specified tolerance.



NOTE: Equipment alignment should be measured or monitored while all piping connections are being made to the equipment. This includes lube oil piping, cooling water piping, auxiliary piping such as steam, air, flushing medium, as well as process piping.

5.10.4 For pieces of equipment with common suction and/or discharge piping (such as pairs of pumps) all shaft alignments should be monitored during the piping-up operations.

5.10.5 On equipment with welded piping connections, final alignment should be performed on the equipment first with the hold-down bolts loose (free state) and then with the hold down bolts tight, unless directed otherwise, by design documents, to verify the absence of unacceptable connective pipe strain. In both cases the alignment must remain within the specified tolerances. Controlled welding of these types of joints is recommended.

5.10.6 Equipment shall not be moved to achieve alignment with equipment that has been moved due

to pipe strain. The cause of the pipe strain shall be corrected by rework of the pipe and/or hangers and supports or by addition of hangers and/or supports via approved design documentation.

5.10.7 If equipment adjustment or re-shimming is required during the final alignment, all affected

alignment parameters, including soft-foot, shall be re-verified.

5.10.8 Record acceptable final alignment reading in both the free state and connected state on the Coupling Alignment Data Sheet.(Often referred to as the Rotoalign Data Report)

5.11 Coupling Assembly and Bolt-Up

5.11.1 Assure that all uncoupled testing is complete prior to final coupling assembly and bolt up.

5.11.2 Re-verify coupling spacing, install coupling spacer and align match marks if provided. Follow coupling vendor instructions for assembly of coupling hardware, lubrication and bolting requirements.

5.11.3 Install coupling guard

5.12 Chain or Belt Driven Equipment 5.12.1 For chain or belt driven equipment, only a final alignment operation is required

5.12.2 Alignment may be checked using a straight edge, level or string line across the sheave or

sprocket faces.

5.12.3 Belt alignment is to assure that the centerline of the drive and driven pulley grooves are aligned to the design documents and equipment.

5.12.4 Vendor requirements. Allowances must be made at the face(s) of the pulley(s) with a straight

edge to account for uneven pulley thickness.

5.12.5 Record acceptable alignment reading, on the Chain or Belt Driven Equipment Alignment Sheet, which will be developed with the Client Representative prior to commencement of work.



5.12.6 The Installation of the belts at operating tension shall not be performed prior to the turnover

unless specified in the design documents or directed by the Client or Startup. Chains should be installed unless directed otherwise by the Client or Startup.

5.12.7 Applications where multiple belt sheaves are used may require matched belt sets. Ensure

that matched belt sets are used, where required. Do not mix sets as damaged or missing belts may require replacing the entire set.

5.12.8 Inspection and Documentation Activities

5.12.9 As the field work progresses and equipment is installed and aligned, Haskell QC Inspector

shall continuously monitor all installations to ensure that they are installed in accordance with the latest design documents.

5.13 Deficient items shall be documented and controlled.

The Haskell Field Engineer shall ensure that all required equipment vendor representatives witness points and inspections are complete and documented.

5.13.1 Retention of construction generated records shall be in accordance with Haskell Corporation’s Quality Program.

5.14 Final Completion and Turnover

5.14.1 Once the installation and final alignment have been completed, a final inspection of the equipment shall be performed by the Field Engineer to assure that the installation has been completed in accordance with design documents.

5.14.2 As part of the final inspection and walk down, the Field Engineer shall generate a list of open or incomplete equipment items. The items should be entered onto the punch list with responsible individuals identified and completion dates provided for each item. Punch list should track each item until it has been completed.

6. FORMS


Form Coupling Alignment Data Sheet RE-1 Form Chain and Belt Driven Equipment Alignment Sheet RE-2 Form Pump Installation Checklist RE-3

QUALITY MANAGEMENT SYSTEM QCP-SE-1

Stationary Equipment Installation of 151 Rev.1

SECTION 19

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 SCOPE


4.0 REQUIREMENTS

5.0 STANDARD FORMS



Column, Vessel, Tank Exchanger and Other Stationary Equipment

1. GENERAL

This procedure defines the standard work process for the installation of stationary (non-rotating) mechanical equipment.

2. SCOPE

2.1 This procedure is applicable to all projects under contract to Haskell Corporation. 2.2 This procedure covers the receipt and installation of columns, vessels, drums, heat exchangers,

filters, shop fabricated tanks, condensers, heat sinks, and other stationary or non-rotating equipment. 2.3 This procedure is not applicable to process equipment items not specifically defined as stationary

equipment, including package or skid mounted units, conveyor assemblies, cranes and monorails, and heaters.

2.4 This procedure applies only to permanent plant equipment and is not applicable to the installation of

temporary stationary equipment or components used as part of the construction process.

3. RESPONSIBILITIES


3.2 Quality Control Inspector (QCI) The Quality Control Inspector is responsible to provide technical support for the installation of stationary equipment. The QCI is also responsible to carry out and ensure all required inspection activities are completed along with appropriate sign offs in compliance with Code and client specifications.

4. REQUIREMENTS

4.1 Standard Work Process

4.1.1 All materials, work and services shall fully comply with design drawing, local and/or national codes, specification, standards, contract requirements and direction supplied by the equipment vendors’ representatives.

4.1.2 All measurement and test equipment (i.e. torque wrenches, micrometers, pressure gauges, etc.) used during the installation and acceptance of stationary equipment shall be in accordance with QCP-ME-1.

4.2 Work Preparation/Execution Plan



4.2.1 All installations shall be performed as shown on the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI on a Field Change Request (FCR) or Field Change Notice (FCN).

4.3 Receiving and Protection

4.3.1 When possible, stationary equipment delivery should be scheduled and arranged such that equipment can be placed directly in its permanent location upon arrival at the site.

4.3.2 Upon arrival of equipment at the site, the QC Inspector shall assist the Material Control

personnel with inspection of the stationary equipment for physical damage or contamination and compliance with all technical project requirements. Particular items that should be checked upon receipt include:

a. Name plate date b. Nozzle/flange size, location and orientation c. Lifting lug arrangements d. Anchor bolt hole size and location on equipment e. Anchor bolt template f. Transit damage g. Coating on equipment h. Incomplete work and item removed for transit i. U-Forms / Data Sheets

4.3.3 Discrepant items shall be identified on an Overage, Shortage and Damaged (OS&D) form.

4.3.4 Upon receipt of equipment shipped with nitrogen purge, ensure that the required purge

pressure is intact. Care shall be exercised to maintain required nitrogen purge during installation.

4.3.5 For equipment that is delivered in multiple shipments, the Project Manager shall confirm that the delivery sequencing and timing support the installation plans.

4.3.6 Large diameter columns should be checked for ovalty and obvious misalignment or bows in the shell upon receipt to provide advance warning of possible try installation problems.

4.4 Pre-installation Checks

4.4.1 The Haskell QC Inspector shall assure that the following work activities have been performed prior to equipment installation:

Anchor bolts locations are checked against equipment base plate (hole location and size) for proper layout, plumbness, projection/thread length and acceptable physical condition. Anchor bolts and nuts are free of oxidation and dirt, and are clean and lubricated as required.

If the stationary equipment is being placed on concrete foundation and requires

grouting, the foundation shall be properly prepared and inspected in accordance with applicable design drawings, details and specifications



The concrete foundation has been cured in accordance with project concrete

specification. Unless otherwise approved by the responsible engineering organization, concrete foundations are required to attain at least 80% of the twenty – eight (28) day design compressive strength prior to supporting equipment loads.

If the stationary equipment is being placed on structural steel, the steel shall be

painted and/or coated in accordance with applicable design drawings and specifications.

Shims should be smooth, flat and free of dirt or foreign materials. Good practice

is to use a combination of shims yielding a shim pack of no more than five (5) shims. Shims that will be grouted in place should be carbon steels. Exposed shims that will be left in place should be stainless steel. Shims should not be galvanized, laminated or painted.

Bed plates( Fixed and slide ends)

4.5 Slide Plate/Bed Plate Installation and Leveling

Slide plates or bed plates shall be installed as specified by design documents. If two or more slide/bed plates are required, one slide/bed plate should be chosen as the “reference” (or “fixed”) slide/bed plate with regard to elevation. All other slide/bed plates should be set in relation to the “reference” slide/bed plate. All slide/bed plates load bearing surfaces should be checked against flatness requirements prior to being set. Check for any damage to painting or plate material. Ensure that the inspection of slide plate lubrication, Teflon, Moly-Kote or similar surface is complete.

Slide/bed plate levelness can be achieved by adjusting the jacking screws, shimming below the slide/bed plates or by using dual wedges with adjusting screws and tightening the anchor bolt nut to hold the slide/bed plate in place. Elevation adjustment nuts should not be used as the only means of support under slide/bed plates that will be grouted in and become a permanent part of the foundation. The slide/bed plates will require shims to assist the adjustment nuts for support of the equipment.

Levelness of the slide/bed plate should be measured diagonally across corners to

ensure that the slide/bed plate does not rock across diagonal support points.

Grout slide/bed plates in accordance with applicable design documents after the location, elevation and levelness have been checked. All grouting shall be in accordance with vendor recommendations

After the grout has set and cured, remove off jacking screws and remove shims, if

required. Dry pack any void areas. Retighten anchor bolt nuts in accordance with design documents and re-verify levelness of the slide/bed plates prior to setting equipment.



4.6 Locating, Setting and Plumbing Equipment

Prior to setting, make a final check of the elevation of any shims, anchor bolt locations, anchor bolt projections, slide/bed plate lubrication, and nozzle orientation. Ensure that any “targets” for monitoring plumbness or settlement are in place.

Position the equipment on the foundation or slide/bed plate in its final location. Nozzle

elevation shall be set in accordance with the design documents.

Position the equipment on the foundation or slide/bed plate in its final location. Nozzle elevation shall be set in accordance with the design documents.

Equipment levelness can be achieved by adjusting jacking screws, shimming below

the equipment, adjusting fixators, leveling wedges, or by using dual wedges with adjusting screws and tightening the hold down bolt nut to hold the equipment in place. Elevation adjustment nuts should not be used as the only means of support under equipment that will be grouted in and become a permanent part of the foundation. The equipment will require shims to assist the adjustment nuts for support of the equipment.

If the equipment/unit is placed on structural steel, shims should be the same material

as the structural support member. Shims should be welded to the support member.

Hold down bolts should not be bolt bound. The hold down bolts should be reasonably centered based on a visual examination. Undercutting of hold down bolts is not permitted. The equipment/unit vendor may permit slotting of the bolt holes(s) to relieve the condition. When slotting or over sizing bolt hole(s), a larger washer may be required.

Prior to removal of lifting equipment, make a final check of plumbness, levelness and

correct alignment.

Ensure that sliding plates and slotted holes are properly aligned for thermal expansion. Assure that the proper gap typically 1/16” [1.6mm] exists between the hold down bolt washers and equipment to allow for thermal expansion. Verify double nuts are tightened against each other or other means of securing the connection shall be used, where specified by the design documents.

4.7 Grouting of Equipment

Grout type shall be as specified in the design documents.

After the equipment has been set and is plumb, a Grout Request/Release should be prepared and signed by the QC Inspector and the equipment grouted.

After the grout has cured, loosen any leveling bolts/nuts and remove shims, if required.

Dry pack any void areas created if the shims are removed.



After the grout has cured, loosen any leveling bolts/nuts and remove shims, if required. Dry pack any void areas created if the shims are removed.

4.8 Piping Alignment to Equipment

Piping systems shall be installed and positioned to bring the piping flanges or weld ends

into satisfactory alignment with the equipment flanges or weld ends. Pipe ends, welded or flanged, of connecting pipe shall not be “cold pulled” into position nor should any undue “pipe stress” be placed on the nozzles.

Flange bolts at equipment flanges shall be capable of removal by hand without binding,

prying or stress when loosened.

Flange face separation should be within the gasket spacing plus 1/16” [1.6 mm] or in accordance with the vendor recommendations.

Moving equipment to achieve piping alignment shall not be permitted without prior

approval from the Client Representative and the condition documented.

Piping should be supported by the permanent fixed and spring supports and hangers. As a minimum, the first three permanent load bearing supports on each side of the equipment should be sufficiently structurally completed to accept full design loading prior to connecting to equipment flanges or weld ends.

Alternately, temporary supports may be installed provided that excessive nozzle loads

are not imparted to the equipment flanges or weld ends.

Installed hangers shall be set to design loads. Stops should remain installed for all spring hangers and spring supports until the start of commissioning and test activities.

Adjusting the spring tension of spring hangers or spring supports as a method of achieving

piping alignment to equipment is not acceptable.

4.9 Equipment Internals

Prior to entering a column, vessel, tank, exchanger or other equipment, Confined Space Entry, shall be reviewed and implemented.

Equipment internals shall be installed and inspected in accordance with design

documents.

If tray levelness criteria is not specified in the design or vendor documents, use the following:

All trays 12 feet [3.5m] diameter and smaller should not be more than ¼” [6mm] out of

level.



All trays larger than 12 feet [3.5m] diameter should not be more than 3/8’ [9.5mm] out of level.

4.10 Field Pressure Testing of Equipment

Field pressure testing of equipment is not normally required if the component has been tested in the shop, unless required by the design documents.

For convenience in testing piping systems, equipment may be included within the

boundaries of a piping test if the test medium is compatible with the equipment and the equipment maximum allowable pressure or differential pressure is not exceeded and adequate support is provided for hydrostatic loads.

For equipment normally in vapor or gas service, the foundation design load should be

checked when the test medium is a liquid to ensure that the foundation is not overloaded.

Vessel or column trays or internals shall be tested where required by the design documents.

4.11 Cleanliness and Final Closure

Cleanliness of column, vessel, tanks, exchangers and other stationary equipment shall be maintained throughout the installation process.

Cleanliness inspections shall be performed prior to final closure of each component to

assure that cleanliness is in accordance with project and equipment vendor requirements and any desiccant or like preservatives have been removed.

Cleanliness inspections should be performed for each chamber of the piece of equipment

but not necessarily each opening.

Where manways for access are not provided, cleanliness inspections shall be performed prior to pipe bolt up or weld out.

4.12 Quality Tracking and Reporting

For each piece of equipment, the superintendent shall report the percent complete for the

overall installation on a weekly basis to support project progress reporting. The Haskell Field Engineer shall verify installed quantities by visual inspection of the completed work.

4.13 Inspection and Documentation

As the field work progresses and equipment is installed and completed, Haskell QC

Inspector shall continuously monitor all installations to ensure that they are installed in accordance with the latest design documents.

Haskell QC Inspector shall perform and document the routing and equipment specific

checks for all equipment installations in accordance with job and manufacturer’s specifications.



Haskell QC Inspector shall ensure that all local land/or national code requirements and

inspections are complete and documented. The QC Inspector shall also ensure that all required equipment vendor representative witness hold points and inspections are completed and documented.

Retention of construction generated records shall be in accordance with Haskell

Corporation’s Quality Plan (QCP-DC-1).

4.14 Final Completion and Turnover

Once the installation has been completed, a final inspection of the equipment shall be performed by Haskell Corporation and signed off by Client representative.

Equipment, including required documentation, shall be transferred to the care, control, and custody of Startup of the Client Representative.

5. FORMS


Form SE-1 Final Acceptance Report- Includes Vertical/Horizontal Check & Closure.

QUALITY MANAGEMENT SYSTEM QCP-GR-1

Grouting of 151 Rev. 1

SECTION 20

CONTENTS

SECTION TITLE

1.0 GENERAL 2.0 REFERENCES 3.0 RESPONSIBILITIES 4.0 DEFINITIONS 5.0 PROCEDURE 6.0 STANDARD FORMS AND RECORDS



1. GENERAL

1.1 To assure that grouting preparation, application and curing is in accordance with Project Specification.

2. REFERENCES

Client and Manufacturer’s Specifications

3. RESPONSIBILITES


3.2 Responsible The Superintendent is responsible for the construction activities regarding pre-placement, placement, and curing of grouting components. The Superintendent is responsible for the activities of various craft and subcontractor personnel in the performance of the actions identified in this Procedure.

3.3 The Haskell QC Inspector (QCI) is responsible for the performance of all inspection and testing functions. The QCI will be supported by personnel of the Independent Testing Subcontractor in performing the following:

3.3.1 Verifies that grout pre-placement activities are complete prior to placement. 3.3.2 Verifies that grout used for the project conforms to specification requirements.

3.3.3 Maintains records and documents of acceptability of grouting materials, inspections and

tests. Submit records at the completion of the project.

4. DEFINITIONS

Profile - The surface preparation performed on the concrete base prior to grout placement to ensure proper adherence to the concrete base. The manufacturer will specify a definitive profile in their specifications.

5. PROCEDURE

3.4 All installations shall be performed as shown in the design documents and/or as directed by the equipment vendors’ representative(s). Any deviation, including those directed by a vendor representative(s), shall be documented by the QCI on a Field Change Request (FCR) or Field Change Notice (FCN).

3.5 Only Grout that has been approved in accordance with the requirements of the Project Specifications will be used.



3.6 Grout placement will be by the manufacturer’s specifications.

3.7 Grout Specimens will be taken and tested for each type of grout used. Testing will be performed and documented by an independent testing laboratory.

3.8 Pre-grouting, in process and post placement inspections will be documented on the Grouting Inspection Checklist.

Pre-Grouting Activities – Based on Grouting Inspection Checklist:

Surfaces that grout is to be placed at should be clean, free of standing water, and other

foreign materials and in suitable condition to allow for adherence of the freshly placed grout.

Concrete surfaces shall meet the profile specified by the manufacturer.

Concrete surfaces have been kept wet for 24 hours prior to the placement of grout.

Formwork is correct and leak tight (Capable of holding water.)

Vent holes/Pipes are adequate.

Ambient temperature is within manufacturer’s recommendations.

3.9 Grouting Activities – Based on Grouting Inspection Checklist

Grout prepared in small amounts at placement location.

Methods of placement are adequate to fill all voids and will allow entrapped air to escape.

Grout has flowed out of all vent holes.

3.10 Finishing and Curing –Based on Grouting Inspection Checklist

The configuration and finish of edges is per the drawing and specification requirements.

Grout is wet cured (continually moistened for a period of 7 days).

A Curing compound conforming to ASTM C-309 may be used. It shall be applied according to manufacturer’s recommendations immediately after the finishing of the concrete and form removal.



4 STANDARD FORMS


6.1 GR-1 Cementious Grouting Inspection Checklist

6.2 GR-2 Epoxy Grouting Inspection Checklist

QUALITY MANAGEMENT SYSTEM QCP-BPV-1

Boilers, Pressure Vessels and Power Piping (Certifications R, U, S and PP) of 151

Rev. 1

SECTION 21

REPAIRS / ALTERATIONS / FABRICATIONS

When the scope of work includes the fabrication of a pressure vessel, the repair or alteration of a pressure vessel or boiler, or power piping (ANSI / ASME BPV Section I and Section VIII) The Haskell Quality Control Manual for R, U, S and PP certifications shall be the governing manual for the specific work. Contact the Quality Control Manager to obtain necessary information.

****Note ASME B31.1 work requires an AWS Certified Welding Inspector for visual inspections and requires written approval from the Haskell Corporation QC Manager to inspect welds as per the Haskell Quality Control Manual for this type of work.

QUALITY MANAGEMENT SYSTEM QCP-ME-1

Control of Measurement and Test Equipment of 151 Rev. 1

SECTION 22

CONTENTS

SECTION TITLE

1.0 GENERAL

2.0 REFERENCES


4.0 DEFINITIONS

5.0 PROCEDURE

6.0 MEASUREMENT AND TEST EQUIPMENT



1. GENERAL 1.1 Describe the method utilized for control and calibration of equipment, instruments, gauges and tools

used in the acceptance of measuring, verifying and testing of construction activities. Permanent plant instrumentation calibration is not included within the scope of this procedure.

2. REFERENCES

NONE

3. RESPONSIBILITIES


3.2 QC Inspector (QCI) The QC Inspector shall be responsible for ensuring that measurement and test equipment is controlled and calibrated in accordance with the procedure and project specifications. The QCI is responsible for review of Project Specifications to determine calibration and control requirements, maintenance of the MT&E Log and notification (where required) of impending calibration expiration. The QCI shall ensure that the identifier of each piece of measurement and test equipment is recorded on each test document where it is used.

4. PROCEDURE 4.1 The QC Inspector will determine the measurement and test equipment required for the project. The

operability and accuracy of measurement and test equipment will be verified by date upon receipt on a project, which shall be within manufacturers, client and industry standards.

4.2 Upon receipt, the status of calibration shall be verified or an initial calibration shall be performed. A

Calibration Decal shall be attached to the equipment in such a manner as to not affect its function or viewing. Also a Calibration Record shall be prepared.

4.3 The QC Inspector shall establish a calibration frequency for each piece of Measurement and Test Equipment to be used for the projects.

4.4 Calibration of the measurement and test equipment performed or subcontracted to a third party shall

be performed in accordance with the manufacturer’s instructions and accepted methods; using comparison and measurement reference standards traceable to National Standards where they exist.

4.5 The reference calibration standard used will be clearly noted on the Calibration Record. If no

National Standards exist for the particular calibration, the basis for calibration will be documented. 4.6 Equipment shall be recalibrated when required or when the equipment has been mishandled,

damaged or there is indication that the calibration is incorrect. Measurement and testing equipment not used often enough to require calibration on a fixed schedule may be kept in inactive storage and calibrated prior to use.



4.7 While monitoring inspection and test activities requiring measurement devices the QC Inspector will

check the calibration status of equipment in use. 4.8 When equipment is found to be beyond the calibration limits, either from damage or adverse

environmental conditions or simply out of calibration, a hold tag shall be placed on items inspected with that equipment until a determination of acceptability can be ascertained. If the M&TE is out of calibration, an NCR will be prepared and placed on the equipment.

5. MEASURMENT and TEST EQUIPMENT

HIGH VOLTAGE TESTING EQUIPMENT(JEEP TESTER) TORQUE WRENCH POST WELD HEAT TREAT CHARTING EQUIPMENT (If performed by Haskell) ALIGNMENT EQUIPMENT TEST GAUGES

* For functional check out and start up, subcontractors may use specialty equipment for testing. In this case they will be responsible for calibration of their equipment and provide documentation to Haskell Quality Control Manager and/or Client Representative.

* * Any additional equipment for test and measurement not listed shall meet the same criteria stated in this procedure.

6. RECORDS When required by the Client, Haskell Quality forms may be substituted for Client standard forms. This substitution will not require a revision to this manual where Haskell standard forms are identified.

6.1 M&TE CALIBRATION TEST REPORT (From certifying company) 6.2 Form ME-1 MEASURING and TEST EQUIPMENT LIST


FORMS of 151 Rev. 1

DESCRIPTION FORM PAGE

1 Nonconformance Report QCP-NC-1 123

2 Nonconformance Report Log QCP-NC-2 124

3 MRR Report QCP-MRR-1 125

4 Jeep Testing Report QCP-JP-1 126

5 Bolt Torque Inspection Form QCP-BT-1 127

6 Concrete Pour Card QCP-C-1 128

7 Structural Steel Column Alignment QCP-S-1 129

8 Structural Steel High Strength Bolt Inspection QCP-S-2 130

9 Structural Steel Final Inspection Acceptance QCP-S-3 131

10 Visual Inspection Form QCP-VTR-1 132

11 Piping System Installation and Testing Form QCP-H1-1 133

12 Piping Pre-Test Checklist QCP-H1-2 134

13 Piping Pre-commissioning Punch list QCP-H1-3 135

14 Pre-Test to Commissioning Flow Chart QCP-P-4 136

15 Wallpaper Sign Off (Sample) QCP-P-5 137

16 Coupling Alignment Data Sheet QCP-RE-1 138

17 Chain and Belt Driven Equipment Alignment Sheet QCP-RE-2 139

18 Pump Installation Checklist QCP-RE-3 140

19 Final Acceptance Report-(includes Vert. check and closure) QCP-SE-1 141

20 Cementious Grouting Inspection Checklist QCP-GR-1 142

21 Epoxy Grouting Inspection Checklist QCP-GR-2 143

22 Measuring and Test Equipment Log QCP-ME-1 144

23 Corrective Action Request QCP-CAR-1 145

24 Corrective Action Log QCP-CAR-2 146

25 OSSD Report (Over, Short, Damage or Discrepancy) QCP-OSSD-1 147

26 Instrument Inspection Checklist QCP-I-47 148

27 Revision Log 149 NOTE: Actual exhibited forms in use may be revised without revising the exhibited forms in the QMS manual provided the use of the form does not change as described in the QMS manual.


FORMS of 151 Rev. 1

QCP-NC-1


FORMS of 151 Rev. 1

QCP-NC-2


FORMS of 151 Rev. 1

QCP-MRR-1


FORMS of 151 Rev. 1

QCP-JP-1


Forms of 151 Rev. 1

QCP-BT-1


Forms of 151 Rev. 1


Forms of 151 Rev. 1

QCP-S-1


Forms of 151 Rev. 1

QCP-S-2


Forms of 151 Rev. 1

QCP-S-3


Forms of 151 Rev. 1

QCP-VTR-1


Forms of 151 Rev. 1

QCP-H1-1


Forms of 151 Rev. 1

QCP-H1-2


Forms of 151 Rev. 1

QCP-H1-3


Forms of 151 Rev. 1

QCP-P-4


Forms of 151 Rev. 1

QCP-P-5

PIPING PKG. DRAWING NO. LINE NUMBER DESCRIPTION Q.C. COMP. P&ID CHECK COMP. HYDRO. COMP. FLUSH COMP. RESTORE COMP.MECH. COMP. PIPE COATING

COATING RELEASE DATE

COATING COMP. DATE

HEATE TRACE REQ'D

HEAT TRACE DATE COMP

INSULATION INSUL. RELEASE DATE INSUL. COMP DATE TURN OVER TO BP NOTES

#6 BOILER, ASME LB-30-3005-19 6"-UFAP-1830-IH BFW SS 12-3 BB 12-11 SS 12-11SCH. ASYS #1 SS 12-15 NONE N/A 1.5" IH

#6 BOILER, ASME LB-30-3005-20 6"-UFAP-1830-IH BFW SS 12-3 BB 12-11 SS 12-11SCH. ASYS #1 SS 12-15 NONE N/A 1.5" IH

#6 BOILER, ASME LB-30-3005-78 1.5"-UFAP-5260-IP BLOWDOWN SS 12-3 BB 12-11 SS 12-11 NONE N/A N/A NONE N/A 1.5" IP

#6 BOILER, ASME LB-30-3005-79 1.5"-UFAP-5260-IP BLOWDOWN SS 12-3 BB 12-11 SS 12-11 NONE N/A N/A NONE N/A 1.5" IP

#6 BOILER, ASME LB-30-3005-80 3/4"-UFAP-5260-IP BLOWDOWN SS 12-3 BB 12-11 SS 12-11SCH. ASYS #4 SS 12-15 NONE N/A IP N/A

#6 BOILER, ASME LB-30-3005-82 3/4"-UFAH-16015-IH 600# STEAM SS 12-3 BB 12-11 SS 12-11 NONE N/A N/A NONE N/A 2" IH

#6 BOILER, ASME LB-30-3005-87 10"-UFAP-1477-IH 600# STEAM SS 12-3 BB 12-11 SS 12-11 NONE N/A N/A NONE N/A 3.5" IH



#6 BOILER, ASME LB-30-3005-90 3/4"-UFAP-1477-IH 600# STEAM SS 12-3 BB 12-11 SS 12-11 NONE N/A N/A NONE N/A 2" IH

#6 BOILER, ASME LB-30-3005-121 2"-UFAP-1804-IH BFW SS 12-3 BB 12-11 SS 12-11 NONE N/A N/A NONE N/A 2" IH












#6 BOILER, ASME LB-30-3005-681 4"-UFAP-1468-IP 600# STEAM SS 12-3 BB 12-11 SS 12-11 NONE N/A N/A NONE N/A 3" IP

ISOMETRIC DESCRIPTION MISCELLANEOUSINSULATIONHEAT TRACE PIPE COATING


Forms of 151 Rev. 1


Forms of 151 Rev. 1

QCP-RE-1


Forms of 151 Rev. 1

QCP-RE-2


Forms of 151 Rev. 1

QCP-RE-3


Forms of 151 Rev. 1

QCP-SE-1


Forms of 151 Rev. 1

QCP-GR-1


Forms of 151 Rev. 1

QCP-GR-2


Forms of 151 Rev. 1

QCP-ME-1


Forms of 151 Rev. 1

QCP-CAR-1


Forms of 151 Rev. 1

QCP-CAR-2


Forms of 151 Rev. 1

QCP-OSSD-1


FORMS of 151 Rev.1

QCP-I-47


FORMS of 151 Rev.1

DATE REVISON NO.

DESCRIPTION