Revised_Technical_Specification _Division_01 _Section_01_35_00.00_08 _Special_Procedures.pdf

Bulkhead Hoist Repairs

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 35 00.00 08

SPECIAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

1.2 REFERENCES

1.3 SUBMITTALS

1.4 DRAWINGS

1.4.1 Contract Drawings - General

1.4.2 Reference Drawings

1.5 WORK UNDER OTHER CONTRACTS

1.6 1.4 CONSTRUCTION SITE PLAN

1.7 WORK AREAS AND RESTRICTIONS

1.7.1 General

1.7.2 Work Areas

1.7.3 Protection of Existing Roads and Property

1.7.3.1 General

1.7.3.2 Hauling Permits

1.7.4 Laydown, Storage and Parking Area

1.7.5 Utilities

1.8 Access Plan

1.9 Access to Dam From Land

1.9.1 Government Owned Roadways and Parking Areas

1.9.2 Public Roads

1.10 Access to Dam from Water

1.10.1 Launching of Floating Plant

1.10.2 Loading of Construction Materials and Employees

1.10.3 Access to Employee Loading Area

1.10.4 Trash Boom

1.11 PROTECTION AND MAINTENANCE OF ROAD TRAFFIC

1.12 CONTRACTOR'S FLOATING PLANT

1.12.1 General

1.12.2 Floating Plant

1.12.3 Signal Lights

1.12.4 Maintenance of Floating Plant

1.12.5 Mooring of Floating Plant

1.13 POOL LEVELS

1.14 DAMAGE TO WORK

1.15 OPERATION OF PROJECT FACILITIES

1.16 SAFETY AND HEALTH REQUIREMENTS

1.17 INSPECTIONS AND ACCEPTANCE OF WORK

1.17.1 General

1.17.2 Access to Work

PART 2 PRODUCTS

2.1 PRODUCTS AND PARTS OF STANDARD MANUFACTURE

SECTION 01 35 00.00 08 Page 1 Certified Final Tech. Spec.- RTA W911WN-16-B-8009 Amend 0001

PART 3 EXECUTION

3.1 SEQUENCE OF WORK AND RESTRICTIONS

3.2 RECORDS AND REPORTS

3.3 ANTITERRORISM (AT) AND PROJECT SPECIFIC SECURITY REQUIREMENTS

3.3.1 Access and General Protection/Security Policy and Procedures

3.3.2 Suspicious Activity Reporting Training

3.3.3 OPSEC Training

3.3.4 Escort of Contractor Employees

3.3.5 Pre-screen candidates using E-Verify Program

3.3.6 Changes in Security Requirements

3.3.7 Identification Of Employees

-- End of Section Table of Contents --

SECTION 01 35 00.00 08 Page 2

SECTION 01 35 00.00 08

SPECIAL PROCEDURES

PART 1 GENERAL

1.1 SUMMARY

This section contains information of a general nature, and covers general requirements applicable to the performance of the work under this contract. The information provided, and the requirements specified are in addition to those specified in other sections of the contract.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

U.S. DEPARTMENT OF HOMELAND SECURITY (DHS)

HSPD-12 (2004) Homeland Security Presidential Directive 12: Policy for a Common Identification Standard for Federal Employees and Contractors

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.3 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having an "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Construction Site Plan; G, RO

Access Plan; G, RO

The Contractor shall submit an access plan for Government operating personnel to the Contracting Officer.

SD-07 Certificates

Suspicious Activity Reporting Training; G, RO OPSEC Training; G, RO

1.4 DRAWINGS

1.4.1 Contract Drawings - General

SECTION 01 35 00.00 08 Page 3

The contract drawings reflect the work to be performed under this contract. The Contractor shall check all drawings immediately upon receipt, and verify the figures, dimensions, and representation of the work. The Contractor shall compare all drawings and verify the figures before laying out the work. Dimensions marked on drawings shall, in general, be followed in preference to scale measurements. The Contractor shall promptly notify the Contracting Officer of any discrepancies, and shall be responsible for any errors which might have been avoided by complying with this paragraph. Any omissions from the contract drawings and specifications or incorrect description of details of the work which are manifestly necessary to carry out the intent of the contract drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or incorrectly described details of work, but shall be performed as if fully and correctly set forth and described in the contract drawings and specifications. Unless otherwise noted, dimensions and elevations, and other features shown on contract drawings are based on site surveys and measurements, and As-Built drawings. The Government cannot guarantee the accuracy of the dimensions, elevations, and features shown on the contract drawings which are based on the reference drawings, and it shall be the responsibility of the Contractor to verify all elevations and the dimensions shown by measurements in the field, at no additional cost to the Government.

1.4.2 Reference Drawings

The reference drawings included in the folio of contract drawings show original construction conditions of the dam and the existing facilities and structures shown on the drawings. To the best knowledge of the Government, the reference drawings reflect the original work incorporated into this project, and do not reflect changes or new work since the date of the drawing. Unless otherwise noted, dimensions and elevations, and other features shown on reference drawings are generally based on As-Built conditions. Where known variations in actual construction occur between that shown on the reference drawings and that existing, it will be noted on the drawings or within the specifications, as practical. The Government cannot guarantee the accuracy of the dimensions, elevations, and features shown on the reference drawings, and it shall be the responsibility of the Contractor to verify all elevations and the dimensions shown by measurements in the field, at no additional cost to the Government. The Contracting Officer shall be notified of any discrepancies prior to commencing work. It is noted that some of the As-Built conditions reflected by the reference drawings have since been modified. Such modifications to the As-Built conditions are described within the sections of these specifications where applicable.

1.5 WORK UNDER OTHER CONTRACTS

Attention is directed to the fact that other Contractors may be employed by the Government at or in the vicinity of the work covered by these specifications. It is noted that the information provided is for the Contractor's information, and no attempt has been made to list all the work activities required under those contracts. Unless specified otherwise, all Contractors shall have equal rights to the use of access roads and other areas which are not identified on the Contract Drawings as work areas or laydown areas for specific contractors, so far as practicable, and the Contractor employed under this contract shall cooperate with other Contractors so that the work may be performed with maximum efficiency.

Should a disagreement occur between Contractors as to the use of facilities

SECTION 01 35 00.00 08 Page 4 or in other matters, the decision of the Contracting Officer shall govern.

See also Section 00800 SPECIAL CONTRACT REQUIREMENTS, 00800-10 WORK UNDER OTHER CONTRACTS. See also paragraph Protection of Existing Roads and Property.

1.6 1.4 CONSTRUCTION SITE PLAN

Prior to the start of work, submit a site plan showing the locations and dimensions of temporary facilities (including layouts and details, equipment and material storage area, and access and haul routes, avenues of ingress/egress to the work area). Indicate if the use of a supplemental or other staging area is desired. Show locations of safety and construction fences, site trailers, construction entrances, trash dumpsters, temporary sanitary facilities, and worker parking areas. All areas must be limited to the Government provided lands as shown on the Drawings.

The Contractor may utilize the existing monorail beam and support structure for performance of the work under this contract, subject to approval by the Contracting Officer. The Contractor shall submit a detailed plan for such use, including supporting calculations as necessary to demonstrate that the intended used will not damage the dam or monorail structure. All drawings and calculations shall be signed by a Professional Engineer. Any damage to the monorail beam or support structure resulting from the Contractor's operations shall be repaired to the satisfaction of the Contracting Officer at no additional cost to the Government.

1.7 WORK AREAS AND RESTRICTIONS

1.7.1 General

The work under this contract shall be performed at Tygart Dam, Taylor County, West Virginia. Access to the dam is made from the dam abutment on the right abutment.

1.7.2 Work Areas

The work areas under this contract shall be at the dam. As required by Section 00700 CONTRACT CLAUSES, FAR 52.236-10 OPERATIONS AND STORAGE AREAS, all operations of the Contractor shall be confined to areas shown on the drawings required to accomplish the work under this contract and as authorized and approved by the Contracting Officer. The limits of the Contractor's work areas are as shown on the Contract Drawings. All work areas shall be coordinated with the Contracting Officer prior to commencement of work.

1.7.3 Protection of Existing Roads and Property

1.7.3.1 General

The Contractor's traffic on roads selected for hauling material to and from the site shall interfere as little as possible with public traffic. The Contractor shall investigate the adequacy of existing roads and the allowable load limit on these roads. The Contractor shall be responsible for all damage to existing roads and property occasioned by any of his operations. When intending to transport any heavy loads on roadways, the Contractor shall investigate all weight limits for the roads he intends to use and shall secure any required bond(s) from the respective owner(s).

The Contractor shall document the existing condition of the roadways that he will be using, with the owners thereof. In the past, video recordings

SECTION 01 35 00.00 08 Page 5 of the original roadway conditions have provided satisfactory documentation. Prior to beginning any construction, the Contractor shall videotape on DVD format all existing structures including, but not limited to, local roads, public and private property, and any other areas as directed by the Contracting Officer. The owners of such roadways and other property should be present at the time of the documentation. An unedited copy of all video recordings shall be given to the owners and the Contracting officer with 5 days after documented. All damage to transportation facilities, public or private property, or utilities caused by the Contractor's operations shall be repaired to the satisfaction of the Contracting Officer at no additional cost to the Government. Any damage to the roadways, caused by the Contractor's operations, shall be repaired in kind by the Contractor and at his own expense. Roads shall be kept clear of all debris generated by the Contractor's operations. Roads shall be cleaned of any spillage. Upon completion of all work requiring use of the local roads, the roadways shall be restored to their preconstruction condition by cleaning and or reconstruction of damaged drainage facilities, base courses, and pavements as necessary. Repairs shall be made in the same manner as the original construction. No separate payment will be made for maintaining and restoring the condition of the roads, and all costs in connection therewith shall be considered as incidental to performance of the work.

1.7.3.2 Hauling Permits

The Contractor shall be responsible for acquiring all necessary oversized hauling permits and general hauling permits for any equipment or debris transported via roadways, as required. No heavy hauling on public roads will be permitted until all permits and bonds have been obtained as required. All costs associated with securing these permits shall be borne by the Contractor.

1.7.4 Laydown, Storage and Parking Area

Laydown, storage and parking areas will be provided in an area located near the right dam abutment. The Contractor may arrange for other areas as approved by the Contracting Officer. Laydown, storage or parking will not be permitted in the area located on the right dam abutment.

1.7.5 Utilities

The Contractor shall be responsible for coordination of all existing utilities with the work and for providing utilities for construction purposes.

ACCESS

In general, access to the work areas will be restricted to existing roads and highways. The following specific requirements apply to existing or proposed permanent roads and temporary construction roads.

1.8 Access Plan

The Contractor shall prepare a plan to address maintaining access to existing facilities and temporary access as required for construction of the various features of work. The plan shall address all requirements or conditions given in paragraphs Work Areas, CONTRACTOR'S FLOATING PLANT, OPERATION OF FACILITIES, CONDITIONS OF WORK, POOL LEVELS, and DISCHARGES, herein.

SECTION 01 35 00.00 08 Page 6

1.9 Access to Dam From Land

The access to the roadway on top of the right (east) abutment of the dam is narrow and restrictive. The dam roadway is only 14 feet wide. The downstream side of the right abutment of the dam (lower paved area) may be directly accessed via an existing roadway. The left (west) abutment of the dam may be accessed from a newly constructed roadway leading directly onto the western end of the dam (shown on the drawing 037c-U1-3/18 to be constructed by others. The road has just recently been completed).

However, access is limited to smaller vehicles because of the turn onto the dam. The Contractor shall be responsible for inspecting the access roads and appropriately selecting equipment which can operate on the access roadways, and which satisfies lifting requirements.

1.9.1 Government Owned Roadways and Parking Areas

The project access road from the stop sign to the Resource Manager's office and downstream east (right) abutment access road from the Government property line to the dam are Government owned roadways. The road from Lakeview Drive to the west (left) abutment of the dam is a Government owned road. The Contractor shall be responsible for all damage to any Government-owned roads and parking areas as a result of his operations.

The Contractor, along with the Contracting Officer and Resource Manager, shall document the existing condition of the Government-owned roadways that he will be using, before using these roads. Video recordings and photographs shall be used for this documentation. In accordance with Section 00700 CONTRACT CLAUSES, FAR 52.236-7 PERMITS AND RESPONSIBILITIES, any damage to roadways, caused by the Contractor's operations, shall be repaired in kind by the Contractor and at his expense. Government roads shall be kept clear of all debris generated by the Contractor's operations, and shall be cleaned of any spillage.

1.9.2 Public Roads

The downstream east (right) abutment access road beyond the Government property line is a state road. The upstream west (left) abutment road intersects with Lakeview Drive. Lakeview Drive is a public road. The Contractor shall be responsible for any obtaining bonds for use of public roads and for repairing them in accordance with the state and local requirements. The roads shall be restored to their original condition upon completion of construction.

1.10 Access to Dam from Water

It is noted that the work required in this contract will require the use of floating plant to access the dam. There are several public launching facilities at Tygart Lake. These facilities are either run by the State of West Virginia or the operator of the Marina, and the use of these facilities for launching floating plant shall be coordinated with the owner/operator, and shall comply with any requirements imposed by the owner/operator. Floating plant access may be made from a launching area near the dam and the public marina located on the eastern shore of the Lake. Floating plant access may also be made from the Pleasant Creek Wildlife Management Area launching facility. This launching area provides year-round access to the lake, including access to the water during the winter drawdown period. The Contractor will not be permitted to moor floating plant at any launching site, or otherwise block or interfere with public access to these areas except as otherwise coordinated with the State

SECTION 01 35 00.00 08 Page 7 of West Virginia or the operator of the Marina. Use of all launching facilities shall be only during daylight hours, Monday thru Friday. The Contractor will not be permitted to use any launching facility on Saturdays or Sundays or on Holidays.

1.10.1 Launching of Floating Plant

The Contractor shall use the Pleasant Creek launching facility for launching and assembly of large floating plant and cranes. The Contractor will be permitted to assemble his floating plant at this site. The Contractor will be permitted to close this launching area for his own use only during mobilization and demobilization of the floating plant. Such closure shall be for a period of no more than 48 hours.

1.10.2 Loading of Construction Materials and Employees

The Contractor will be permitted to use the launching ramp near the dam for loading construction materials and his employees. Loading of construction materials may also be performed at the Marina, for small items. Items requiring construction equipment to load materials and equipment onto floating plant will not be allowed to be performed at the Marina.

Employees will not be permitted to park at the Marina, and loading of employees onto floating plant will not be permitted at the Marina.

1.10.3 Access to Employee Loading Area

The Contractor shall be responsible for providing a safe means of access to the employee loading area to be at the launching ramp near the dam. The Contractor shall be required to construct a temporary walkway and/or stairs from the parking area to the water. The temporary walkway and/or stairs shall be constructed in accordance with EM 385-1-1, Section 21.

1.10.4 Trash Boom

Access to the dam with floating plant will have to be made by crossing the dam's trash boom. The existing trash boom consists of polyethylene encased polystyrene floating segments with steel channel ballast attached to the bottom of the units. Connections between segments utilize conveyor belting galvanized steel bolts and are designed to be disconnected and moved easily. The floating segments are approximately 15 inches in diameter and 10 feet 6 inches long including connectors. The floating segments weigh approximately 110 pounds each. The trash boom is "Tuffboom" manufactured by Worthington Products, Canton, OH. The trash boom extendschained together end to end, and extending from the western abutment to the eastern abutment upstream of the dam. The trash boom shall be maintained in an operable condition at all times, and the Contractor shall be responsible for developing a plan to cross the trash boom with minimal damage, and shall address keeping the boom operational at all times. All connections removed to permit access through the trash boom shall be replaced with stainless steel fasteners as recommended by the trash boom manufacturer.

1.11 PROTECTION AND MAINTENANCE OF ROAD TRAFFIC

During construction the Contractor shall maintain and protect traffic on all affected roads during the construction period except as otherwise specifically directed by the Contracting Officer. The traveling public shall be protected from damage to person and property. The Contractor shall submit his proposed traffic control plan for approval.

SECTION 01 35 00.00 08 Page 8

1.12 CONTRACTOR'S FLOATING PLANT

1.12.1 General

Floating plant, and the operation of such plant, shall comply with the requirements of EM 385-1-1, Section 19. Floating plant which is not being used in the performance of the work shall be secured in a safe manner.

Emergency plans for removing or securing floating plant and evacuating personnel in the event of severe weather shall be prepared in accordance with EM 385-1-1, Section 19.A.03. The Contractor shall provide personnel as necessary to adjust moorings to provide for fluctuations of pool level.

A propelling unit capable of moving the floating plant must be available at all times. The Contractor shall be fully responsible for selection of floating plant which is suitable for the performance of the work under this contract.

1.12.2 Floating Plant

The Contractor shall select floating plant and propelling units of a size and capacity suitable for performance of the work under this contract.

Propelling units shall have sufficient horsepower capacity to control the floating plant used, considering the size and draft of the plant, for the expected Lake and wind conditions. The Contractor shall submit a plan of all floating plant, floating plant based equipment (i.e. cranes, derricks), temporary operating systems (i.e. generators, compressors, welding machines, etc.), and other appurtenant features which he will have present during the contract period. The Contractor shall use sketches, diagrams, and narratives to indicate location of all floating plant-equipment. The Contractor shall use manufacture catalog information or other suitable data to describe the specific equipment to be used. The Contractor shall also indicate the methods and procedures that will be used to deliver materials, supplies and equipment via floating plant.

1.12.3 Signal Lights

The Contractor shall display signal lights and conduct his operations in accordance with the General Regulations of the Coast Guard, as set forth in Commandant, U.S. Coast Guard Instruction M16672.2 or 33 CFR 81 Appendix A (International) and 33 CFR 84 through 33 CFR 809 (inland) as applicable.

1.12.4 Maintenance of Floating Plant

The Contractor shall maintain all floating plant equipment in good working condition throughout the contract period.

1.12.5 Mooring of Floating Plant

The Contractor shall be responsible for all mooring of floating plant.

When not in use, the Contractor's floating plant shall be securely moored.

Mooring rings are located on the upstream face of the dam. The Contractor will be permitted to moor plant to the upstream face of the dam when not in use, and if approved by the Contracting Officer. The Contractor shall also be solely responsible for providing personnel in order to adjust mooring lines as required by the prevailing Lake and weather conditions. Daily Reservoir Report and Forecast information is available at the following url:

http://www.lrp.usace.army.mil/Missions/WaterManagement/ReservoirForecast.aspx which also gives forecast data for three days in advance. The Contractor shall be required to monitor this site on a daily basis. The Contractor

SECTION 01 35 00.00 08 Page 9 may erect temporary mooring facilities such as dolphins and pile clusters within the work area of the dam to secure floating plant. Any such temporary mooring structures shall shall be completely removed at the completion of the project.

1.13 POOL LEVELS

The pool elevation of Tygart Lake varies over a wide range between summer pool elevation and winter pool elevation. The chart provided at the end of this section show the normal elevation based on actual recorded lake levels from January 1981 through December 2010. The Government generally begins a gradual forced drawdown beginning after Labor Day holiday to winter pool elevation. El 1040 is normally attained by late November to mid December and lasts until mid March. The Government will not release water in excess of the normal discharge schedule to facilitate the completion of the work under this contract.

1.14 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in Section 00700 CONTRACT CLAUSES, FAR 52.236-7 PERMITS AND RESPONSIBILITIES. However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood or earthquake, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor shall make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or job prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or job prices applicable to any part of such work, an equitable adjustment pursuant to the Section 00700 CONTRACT CLAUSES, FAR 52.243-4 CHANGES, will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or job prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

1.15 OPERATION OF PROJECT FACILITIES

The project shall remain in operation at all times. The Contractor shall perform his work in a manner which will not interfere with the operation of the project facilities and the duties of Government personnel. Particular care shall be taken during all operations under this contract to prevent damage to any operating equipment or facilities at the project. The Contractor shall take all necessary precautions to ensure the safety of the workers in accordance with the applicable provisions of EM 385-1-1.

Contractor operations shall be performed in such a manner to ensure that project personnel, industry personnel and the public are protected at all times.

1.16 SAFETY AND HEALTH REQUIREMENTS

Safety and Health Requirements shall conform to Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS, EM 385-1-1, and the requirements of the Occupational Safety and Health Administration. Where provisions of EM 385-1-1 vary with OSHA requirements, the more stringent requirements shall be applied.

SECTION 01 35 00.00 08 Page 10

1.17 INSPECTIONS AND ACCEPTANCE OF WORK

1.17.1 General

Not withstanding other provisions of this contract, all materials and work to be performed under this contract shall be inspected and accepted by the Contracting Officer or his authorized representative(s). Inspections and acceptance will be performed on phases of the work, before the next definable sequential phase of work commences, OR may be performed at the completion of all of the work, as determined appropriate by the Contracting Officer. The Contracting Officer or representatives of the Contracting Officer so authorized shall be the individual(s) solely authorized to reject materials, disapprove or approve any work in progress, or order or direct any revision or change to the plans and specifications as presently shown and stated.

1.17.2 Access to Work

The Contractor shall provide access to all areas of work for inspection by the Government. The Contractor shall maintain suitable land based access to allow Government inspectors access to the areas of work. The Contractor shall also provide access for Government by boat, transporting Government inspectors to the various areas of work.

PART 2 PRODUCTS

2.1 PRODUCTS AND PARTS OF STANDARD MANUFACTURE

All materials, supplies and articles furnished so as to be incorporated into the work under this contract shall be new and shall, whenever so specified and otherwise practicable, be standard products of recognized reputable manufacturers. Standard products of manufacturers other than those specified will be accepted when it is proven to the satisfaction of the Contracting Officer, in accordance with the Section 00700 CONTRACT CLAUSES, FAR 52.236-5 MATERIAL AND WORKMANSHIP, that they are equal in performance, strength, durability, usefulness and convenience for the purpose intended. Any changes required in the details and dimensions shown on the drawings as a result of the substitution of standard products, other than those provided for, shall be properly made as approved by the Contracting Officer, and at the expense of the Contractor. All products specified by "similar or equal to" a particular brand name are for descriptive purposes only and are not to imply that the product is available from only that source. Each major piece of equipment furnished under the contract shall be provided with a substantial nameplate securely fastened or cast in place and clearly inscribed with the manufacturer's name, year of manufacture, principal rating data and other pertinent data.

PART 3 EXECUTION

3.1 SEQUENCE OF WORK AND RESTRICTIONS

Work shall be conducted in a manner that best suits the Contractor's best management practices.

3.2 RECORDS AND REPORTS

All records, test reports and similar documentation produced in connection with quality control operations shall be promptly submitted to the Contracting Officer or his authorized representative as required by the

SECTION 01 35 00.00 08 Page 11 specifications.

3.3 ANTITERRORISM (AT) AND PROJECT SPECIFIC SECURITY REQUIREMENTS

This paragraph contains information for security requirements for work on Government Property. The purpose of these security requirements it to ensure that all Contractor or subcontractor employees working on this contract have received proper clearance for access to the Government property. Identification of Critical Infrastructure and submission of required employee information will be discussed at the Preconstruction Meeting. Required employee information shall be submitted to the Resident Engineer and Pittsburgh Office of Security and Law Enforcement, as applicable, at least 15 calendar days prior to required employee access to the project.

3.3.1 Access and General Protection/Security Policy and Procedures

The Contractor and all associated Subcontractors' employees shall comply with applicable installation, facility, and area commander installation and facility access and local security policies and procedures (provided by the Government Representative). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by the USACE Security Office. The Contractor workforce must comply with all personal identity verification requirements as directed by DoD, HQDA, and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes. The Contractor must submit the full name, Social Security Number, Date of Birth, and Place of Birth for all associated Contractor or Subcontractor employees to the USACE Security Specialist Paul M. Surace, 412-395-7162, paul.m.surace@usace.army.mil or Stephen Davidson, 412-395-7504, stephen.davidson@usace.army.mil. The District retains the right to deny any Contractor and Subcontractor employee from working on one of its contracts based on final background investigation results.

3.3.2 Suspicious Activity Reporting Training

The Contractor and all associated sub-contractors shall receive a brief/training (provided by the Government) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the Facility Manager, security representative or law enforcement entity. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the Contracting Officer not later than 5 calendar days after the completion of the training.

3.3.3 OPSEC Training

All new Contractor employees will complete Level I OPSEC Training within 30 calendar days of their reporting for duty. Additionally, all Contractor employees must complete annual OPSEC awareness training. The Contractor shall submit certificates of completion for each affected Contractor and subcontractor employee, to the Contracting Officer within 5 calendar days after completion of training. OPSEC awareness training is available at the following websites: https://www.iad.gov/ioss/ or

SECTION 01 35 00.00 08 Page 12 http://www.cdse.edu/catalog/operations-security.html; or it can be provided by the District Security and Law Enforcement Officer in presentation form which will be documented via memorandum.

3.3.4 Escort of Contractor Employees

All Contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

3.3.5 Pre-screen candidates using E-Verify Program

The Contractor must pre-screen candidates using the E-verify Program ( http://www.dhs.gov/e-Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the Contracting Officer no later than 3 business days after the initial contract award.

3.3.6 Changes in Security Requirements

Security requirements are subject to change in accordance with HSPD-12, Office of Personnel Management, US Army Force Protection Measures, regulation or policy changes, etc. Changes to any security requirements shall be added to the contract by modification.

The Pittsburgh District Office of Security & Law Enforcement may be contacted by phone or e-mail at the following number/address:

Steve Davidson; Phone 412-395-7504; e-mail stephen.davidson@usace.army.mil Paul M. Surace; Phone 412-395-7162; e-mail: paul.m.surace@usace.army.mil

3.3.7 Identification Of Employees

The Contractor shall be responsible for furnishing an identification badge/card to each employee prior to the employee working on-site and for requiring each employee engaged on the work to display identification.

Identification shall consist of name tags with the name of the Contractor and the employee's name. As a minimum, a valid state driver's license or other government-issued photo identification card is required for positive identification.

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SECTION 01 35 00.00 08 Page 13

1,100

1,090

1,080

1,070

Elev (ft) 1,060

1,050

1,040

1,030 Mar May

Jul

Sep

Nov

- - TYGW SMOOTHING [01JAN1981 - 31DEC2010] - 31 ELEVATION -P50

------ TYGW NORMAL ELEVATION

TYGART RIVER LAKE

NORMAL POOL ELEVATION

Tygart River Lake Normal Pool Elevation