Powerhouse_Front_Doors_Ft_Randall_specs_AM002.pdf

SPECIFICATIONS &

DRAWINGS

(Purchase Order) Solicitation No. W9128F19Q0101

Replace Powerhouse Front Doors Fort Randall Dam, SD

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

Replace Powerhouse Front Doors Fort Randall Dam, SD

PROJECT TABLE OF CONTENTS

DIVISION 00 - GENERAL REQUIREMENTS

00 73 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 33 00 SUBMITTAL REQUIREMENTS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

08 88 53 SECURITY GLAZING

DIVISION 26 - ELECTRICAL

26 20 00 INTERIOR DISTRIBUTION SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

PHOTOS AND DRAWINGS

-- End of Project Table of Contents --

SECTION 00 73 00

SPECIAL CONTRACT REQUIREMENTS

INDEX

1. SCOPE

2. COMMENCEMENTAND COMPLETION OF WORK

3. CONTRACT DRAWING AND SPECIFICATIONS

4. SUBMITTALS

5. CONTRACTOR QUALITY CONTROL (CQC)

5.1 RESPONSIBILITY OF THE CONTRACTOR

6. GUARANTEE

7. ACCIDENT PREVENTION

8. PROTECTION OF EXISTING FACILITIES AND WORKS

9. CONTRACT DRAWINGS AND SPECIFICATIONS

9.1 NOTIFICATION OF DISCREPANCIES

9.2 OMISSIONS

10. PAYMENT

10.1 PROMPT PAYMENT ACT

10.2 PAYMENTS FOR MODIFICATIONS

11. AVAILABILITY OF UTILITY SERVICES

12. PROFIT

13. AS-BUILT DRAWINGS

1. Scope.

Replace main entry doors, frames, and hardware at dam Powerhouse. Doors to be heavy duty Security Doors with Security Glazing to resist forced entry.

Facility is on the National Register of Historic Places and any modifications to the exterior of the structure must be approved by the State Historic Preservation Office (SHPO). The materials/products that are proposed for the project will be subject to approval by the SHPO.

00 73 00 Page 1

2. COMMENCEMENT AND COMPLETION OF WORK

The Contractor will not be allowed to remove the existing doors until after May 11, 2019. All work, including closeout work and final cleanup, shall be completed by final completion date.

The contractor shall notify USACE 30 business days prior to installation of doors to allow for USACE to install conduit from the guard room to the computer room. The contractor shall supply all wires/cables from the doors to the computer room. The approximate distance from the junction box in the guard room to the computer room is approximately 330ft. The contractor shall notify USACE 5 business days prior to needing wires/cables installed. USACE will pull the wires from the guard room to the computer room. The Contractor is responsible for installing the 4”x4”x2” junction box in the guard room and all conduit, connections, and wiring after the junction box.

Demolition and removal of the existing doors and frames shall not commence until the new doors and frames have been approved and have been delivered to the site. After demolition of the existing doors and frames, construct a semi-permanent closure for the door opening that will provide security and protection from the weather until the permanent new doors are installed.

Closure shall consist of a wood 2x4 frame covered with minimum 1/2" plywood and shall extend the full width and height of the opening. Anchor the closure/wall to the existing structural steel framing members at the opening head, jambs, and vertical mullions. Do not anchor into the polished granite surrounding the opening. Provide reinforced plastic sheeting over the closer/wall, to include the joints at the edges of the opening. (AM002)

3. Contract Drawing And Specifications.

The Contractor shall be responsible for making his own copies of specifications, drawings and any amendments, as needed for the duration of the project, from the electronic files provided.

4. SUBMITTALS.

See Section: 01 33 00 SUBMITTAL PROCEDURES

5. CONTRACTOR QUALITY CONTROL (CQC).

5.1 Responsibility of the Contractor.

Except for isolated tests or other items of work specified to be performed by the Government, the quality of all work shall be the responsibility of the Contractor. Sufficient inspections and tests of all items of work, including that of subcontractors, to ensure conformance to applicable specifications and drawings with respect to the quality of materials, workmanship, construction, finish, functional performance, and identification shall be performed on a continuing basis.

6. GUARANTEE.

The equipment and supplies to be furnished under this contract shall be guaranteed for a period of one (1) year from the date of acceptance thereof, either for beneficial use or final acceptance, whichever is earlier, against defective materials, design, and workmanship. Upon receipt of notice from the Government of failure of any of the guaranteed equipment during the guarantee period, new replacement parts shall be furnished and installed promptly by the Contractor at no additional cost to the Government.

00 73 00 Page 2

The Contractor shall also obtain and deliver to the Contracting Officer any warranties of equipment or supplies which the subcontractors, manufacturers, or suppliers would give normal commercial practice.

7. ACCIDENT PREVENTION:

In accordance with EM 385-1-1, Safety and Health Requirements Manual, the Contractor shall provide for protecting of the lives and health of employees and other persons; preventing of damage to property; and avoiding work interruptions.

8. PROTECTION OF EXISTING FACILITIES AND WORKS:

The Contractor shall be responsible for the protection of work area from damage and upon completion of the work shall leave existing works in a condition equal to that which existed when the work started.

9. CONTRACT DRAWINGS AND SPECIFICATIONS.

9.1 NOTIFICATION OF DISCREPANCIES.

The Contractor shall check all drawings furnished him immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Dimensions marked on drawings shall be followed in lieu of scale measurements. Enlarged plans and details shall govern where the same work is shown at smaller scales. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

9.2 OMISSIONS.

Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work but they shall be performed as if fully and correctly set forth and described in the drawings and specifications.

10. PAYMENT.

10.1 PROMPT PAYMENT ACT.

Pay requests authorized in CONTRACT CLAUSES clause: “Payments Under Fixed-Price Construction Contracts”, will be paid pursuant to the clause, “Prompt Payment for Construction Contracts”. Pay requests will be submitted on ENG Form 93 and 93a, “Payment Estimate-Contract Performance” and “Continuation”. All information and substantiation required by the identified contract clauses will be submitted with the ENG Form 93, and the required certification will be included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed. The designated billing office is the Office of the Area Engineer. The contractor shall submit an updated schedule with each pay request.

00 73 00 Page 3

10.2 PAYMENTS FOR MODIFICATIONS.

Payments may be made for cost bearing change orders within the scope of the contract only to the extent funds are authorized in the order on a two-part modification. Contractor pricing proposed must be submitted at the earliest possible time after the change order is issued, or at a specific time as directed by the Contracting Officer. At the discretion of the Contracting Officer, any and all payments may be withheld on the modification until the Contractor has submitted a qualifying price proposal, in as much detail as required by the Contracting Officer, and the final price has been agreed.

11. AVAILABILITY OF UTILITY SERVICES.

All reasonably required amounts of domestic water and electricity will be made available to the Contractor by the Government from existing system outlets and supplies.

12. PROFIT.

12.1 Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract.

The profit factors shall be as follows:

Factor Rate Weight Value Degree of Risk 20

Relative difficulty of work 15

Size of Job 15

Period of performance 15

Contractor’s investment 5

Assistance by Government 5

Subcontracting 25

12.2 Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

12.2.1 Degree of Risk.

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, and amount of labor included in costs, and whether the negotiation is before or after performance of work.

12.2.2 Relative Difficulty of Work.

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

00 73 00 Page 4

12.2.3 Size of Job.

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

12.2.4 Periods of Performance.

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

12.2.5 Contractor’s Investment.

To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

12.2.6 Assistance by Government.

To be weighted from .12 to .03 on the basis of average to above average.

Things to consider: use of Government-owned property, equipment and facilities, and expediting assistance.

12.2.7 Subcontracting.

To be weighted inversely proportional to the amount of subcontracting. Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor’s own forces.

13. AS-BUILT DRAWINGS

The Contractor shall provide a marked-up half size drawing to show actual work performed to include necessary sketches, modification drawings, shop drawings and notes. Red ink is to be used for additions and deviations from the contract. Green ink is to be used to indicate work deleted from the contract. The drawings shall be maintained by the contractor as the work progresses and available for review by the government representatives. The as-built drawings shall be submitted for approval at the completion of the project. The completed set shall be available at time of final inspection.

00 73 00 Page 5

SECTION 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

1. Submittals

2. Submittal Form

3. Action Required

4. Meaning of Approvals

5. When Not Approved

6. Withholding of Payment

7. Sending of Submittals

Attachment: Submittal Register Transmittal Form (ENG Form 4025)

1. SUBMITTALS:

During the performance of this contract, the Contractor will be required to submit to the Contracting Officer for approval, review, or for information only certain descriptive literature, data, fabrication drawings, shop drawings, diagrams, test reports, samples, certificates, etc., as identified below. The required submittals will be submitted in the number of copies and directed to the address as shown below.

2. SUBMITTAL FORM:

The attached submittal form (ENG Form 4025) will be used for transmitting the submittals. This form may be reproduced by the Contractor and shall be properly executed by filling out all the heading blank spaces and identifying each item submitted. Special care should be executed to ensure proper listing of the specification paragraph and/or sheet number of the contract drawings pertinent to the date submitted for each item.

3. ACTION REQUIRED.

If the submittals is for information only or for review, work will continue unless the Contracting Officer notifies the Contractor that the submittal fails to indicate that the material, method, test, etc., conforms to the specification. If the submittals require approval, such submittal must be submitted to and approved by the Contracting Officer prior to performance by the Contractor.

4. MEANING OF APPROVALS:

The submittal returned to the Contractor shall be marked as noted on back of ENG Form 4025. The approval of the submittal by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of prosecution and detailing is satisfactory. Approval will not release the Contractor of the responsibility for any error which may exist as the Contractor is responsible for satisfactory prosecution and detailing of all the work.

5. WHEN NOT APPROVED:

The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and the number of copies as specified in the initial submittal.

6. WITHHOLDING OF PAYMENT:

Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

7. SENDING OF SUBMITTALS:

The Contracting Officer may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections or drawings. Prior to submittal, all items shall be checked and approved by the Contractor and each respective transmittal form (ENG Form 4025) shall be stamped, initialed, and dated by the Contractor certifying that the accompanying submittal complies with the contract requirements.

7.1 Submittals are classified as follows:

DO - District Office PO – Project Office AO - Area Office or other designated Government Office RO - Resident Office

7.2 Electronic Submittal Format

Electronic format will be utilized for submission of construction submittal items required by the specifications, including ENG Form 4025 Transmittal Form. Electronic submittals may be submitted by any means readily accessible to the Government including, but not limited to, the following:

a. E-mails with text and all attachments less than or equal to 14MB in size and be contained within one pdf. Each Eng. Form 4025 shall contain only one submittal. The Government IT system does not currently support e-mail transmissions of greater than 14MB. Should this e-mail transmission size limitation change during the course of the Contract, larger e-mail transmissions may become acceptable, but no time extensions will be granted for transmission errors resulting from oversized email attachments.

b. Internet Secure File Transfer Protocol (FTP) systems compatible with Government IT systems.

c. Contractor-funded file sharing website compatible with Government IT systems.

d. Any other secure, Government-approved means of transmitting digital media.

Means of transfer must provide documents freely accessible to the Government.

If the means of transfer is by e-mail, FTP repository, or similar, files shall be capable of being downloaded without errors or disruption. Regardless of the method of transfer, the files shall be able to be archived on Government IT systems without error or restriction.

7.3 Submittals designated at G-DO and FIO

“G-AO” and “FIO” Submittals shall be submitted to the Project Office.

Government approved submittals are noted as “G-AO” in the Technical Specifications. Submittals not requiring Government approval have no notation and are “For Information Only”. All “G-DO” Government Approved submittals that are noted as “G-DO” in the technical specifications shall be submitted electronically.

SECTION 01 33 00 Page 2

SECTION 01 33 00 Page 3

Electronic Submittals and e-mail notifications of Electronic Submittals posted to AMRDEC SAFE or other FTP repositories should be sent to Russell Matthews at the following e-mail address:

CENWO.ConstructionSubmittal@usace.army.mil and brittany.a.leibel@usace.army.mil

District Office(DO)

U.S. Army Corps of Engineers Russell Matthews Omaha District Attn: CENWO-CD-S-TS 1616 Capitol Ave Omaha, NE 68102-4901

7.3 Submittal Process. The Contractor shall submit all items listed on the attached submittal register.

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Replace Powerhouse Front Doors, Fort Randall Dam, SD FRE5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

04/06

PART 1 GENERAL

1.1 REFERENCES

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

1.2.2 Environmental Protection

1.2.3 Contractor Generated Hazardous Waste

1.2.4 Land Application for Discharge Water

1.2.5 Pests

1.2.6 Surface Discharge

1.2.7 Waters of the United States

1.2.8 Wetlands

1.3 GENERAL REQUIREMENTS

1.4 SUBCONTRACTORS

1.5 PAYMENT

1.6 SUBMITTALS

1.7 ENVIRONMENTAL PROTECTION PLAN

1.7.1 Compliance

1.7.2 Contents

1.7.3 Appendix

1.8 PROTECTION FEATURES

1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

1.10 NOTIFICATION

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 LAND RESOURCES

3.1.1 Work Area Limits

3.1.2 Landscape

3.1.3 Erosion and Sediment Controls

3.1.4 Contractor Facilities and Work Areas

3.2 WATER RESOURCES

3.2.1 Wetlands

3.3 AIR RESOURCES

3.3.1 Particulates

3.3.2 Odors

3.3.3 Sound Intrusions

3.3.4 Burning

3.4 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

3.4.1 Solid Wastes

3.4.2 Chemicals and Chemical Wastes

3.4.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials

3.4.4 Fuel and Lubricants

SECTION 01 57 20.00 10 Page 1

3.4.5 Waste Water

3.5 RECYCLING AND WASTE MINIMIZATION

3.6 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT

3.7 PREVIOUSLY USED EQUIPMENT

3.8 MAINTENANCE OF POLLUTION FACILITIES

3.9 TRAINING OF CONTRACTOR PERSONNEL

3.10 POST CONSTRUCTION CLEANUP

-- End of Section Table of Contents --

SECTION 01 57 20.00 10 Page 2

SECTION 01 57 20.00 10

ENVIRONMENTAL PROTECTION

04/06

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

WETLANDS DELINEATION MANUAL (1987) Corps of Engineers Wetlands Delineation Manual

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

33 CFR 328 Definitions of Waters of the United States

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

40 CFR 279 Standards for the Management of Used Oil

40 CFR 302 Designation, Reportable Quantities, and Notification

40 CFR 355 Emergency Planning and Notification

40 CFR 68 Chemical Accident Prevention Provisions

49 CFR 171 - 178 Hazardous Materials Regulations

1.2 DEFINITIONS

1.2.1 Environmental Pollution and Damage

Environmental pollution and damage is the presence of chemical, physical, or biological elements or agents which adversely affect human health or welfare; unfavorably alter ecological balances of importance to human life;

affect other species of importance to humankind; or degrade the environment aesthetically, culturally and/or historically.

SECTION 01 57 20.00 10 Page 3

1.2.2 Environmental Protection

Environmental protection is the prevention/control of pollution and habitat disruption that may occur to the environment during construction. The control of environmental pollution and damage requires consideration of land, water, and air; biological and cultural resources; and includes management of visual aesthetics; noise; solid, chemical, gaseous, and liquid waste; radiant energy and radioactive material as well as other pollutants.

1.2.3 Contractor Generated Hazardous Waste

Contractor generated hazardous waste means materials that, if abandoned or disposed of, may meet the definition of a hazardous waste. These waste streams would typically consist of material brought on site by the Contractor to execute work, but are not fully consumed during the course of construction. Examples include, but are not limited to, excess paint thinners (i.e. methyl ethyl ketone, toluene etc.), waste thinners,excess paints, excess solvents, waste solvents, and excess pesticides, and contaminated pesticide equipment rinse water.

1.2.4 Land Application for Discharge Water

The term "Land Application" for discharge water implies that the Contractor must discharge water at a rate which allows the water to percolate into the soil. No sheeting action, soil erosion, discharge into storm sewers, discharge into defined drainage areas, or discharge into the "waters of the United States" must occur. Land Application must be in compliance with all applicable Federal, State, and local laws and regulations.

1.2.5 Pests

The term "pests" means arthropods, birds, rodents, nematodes, fungi, bacteria, viruses, algae, snails, marine borers, snakes, weeds and other organisms (except for human or animal disease-causing organisms) that adversely affect readiness, military operations, or the well-being of personnel and animals; attack or damage real property, supplies, equipment, or vegetation; or are otherwise undesirable.

1.2.6 Surface Discharge

The term "Surface Discharge" implies that the water is discharged with possible sheeting action and subsequent soil erosion may occur. Waters that are surface discharged may terminate in drainage ditches, storm sewers,creeks, and/or "waters of the United States" and would require a permit to discharge water from the governing agency.

1.2.7 Waters of the United States

All waters which are under the jurisdiction of the Clean Water Act, as defined in 33 CFR 328.

1.2.8 Wetlands

Those areas that are inundated or saturated by surface or ground water at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. Wetlands generally include swamps, marshes, and bogs. Official determination of whether or not an area is

SECTION 01 57 20.00 10 Page 4 classified as a wetland must be done in accordance with

WETLANDS DELINEATION MANUAL.

1.3 GENERAL REQUIREMENTS

Minimize environmental pollution and damage that may occur as the result of construction operations. The environmental resources within the project boundaries and those affected outside the limits of permanent work must be protected during the entire duration of this contract. Comply with all applicable environmental Federal, State, and local laws and regulations.

Any delays resulting from failure to comply with environmental laws and regulations will be the Contractor's responsibility.

1.4 SUBCONTRACTORS

Ensure compliance with this section by subcontractors.

1.5 PAYMENT

No separate payment will be made for work covered under this section.

Payment of fees associated with environmental permits, application, and/or notices obtained by the Contractor, and payment of all fines/fees for violation or non-compliance with Federal, State, Regional and local laws and regulations are the Contractor's responsibility. All costs associated with this section must be included in the contract price.

1.6 SUBMITTALS

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

submittals not having a "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. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Environmental Protection Plan; G,PO

The environmental protection plan.

1.7 ENVIRONMENTAL PROTECTION PLAN

Prior to commencing construction activities or delivery of materials to the site, submit an Environmental Protection Plan for review and approval by the Contracting Officer. The purpose of the Environmental Protection Plan is to present a comprehensive overview of known or potential environmental issues which the Contractor must address during construction. Issues of concern must be defined within the Environmental Protection Plan as outlined in this section. Address each topic at a level of detail commensurate with the environmental issue and required construction task(s). Topics or issues which are not identified in this section, but are considered necessary, must be identified and discussed after those items formally identified in this section. Prior to submittal of the Environmental Protection Plan, meet with the Contracting Officer for the purpose of discussing the implementation of the initial Environmental Protection Plan; possible subsequent additions and revisions to the plan including any reporting requirements; and methods for administration of the Contractor's Environmental Plans. The Environmental Protection Plan must be current and maintained onsite by the Contractor.

SECTION 01 57 20.00 10 Page 5

1.7.1 Compliance

No requirement in this Section will relieve the Contractor of any applicable Federal, State, and local environmental protection laws and regulations. During Construction, the Contractor will be responsible for identifying, implementing, and submitting for approval any additional requirements to be included in the Environmental Protection Plan.

1.7.2 Contents

Include in the environmental protection plan, but not limit it to, the following:

a. Name(s) of person(s) within the Contractor's organization who is(are) responsible for ensuring adherence to the Environmental Protection Plan.

b. Name(s) and qualifications of person(s) responsible for manifesting hazardous waste to be removed from the site, if applicable.

c. Name(s) and qualifications of person(s) responsible for training the Contractor's environmental protection personnel.

d. Description of the Contractor's environmental protection personnel training program.

e. An erosion and sediment control plan which identifies the type and location of the erosion and sediment controls to be provided. The plan must include monitoring and reporting requirements to assure that the control measures are in compliance with the erosion and sediment control plan, Federal, State, and local laws and regulations. A Storm Water Pollution Prevention Plan (SWPPP) may be substituted for this plan.

f. Drawings showing locations of proposed temporary excavations or embankments for haul roads, stream crossings, material storage areas, structures, sanitary facilities, and stockpiles of excess or spoil materials including methods to control runoff and to contain materials on the site.

g. Traffic control plans including measures to reduce erosion of temporary roadbeds by construction traffic, especially during wet weather. Plan shall include measures to minimize the amount of mud transported onto paved public roads by vehicles or runoff.

h. Work area plan showing the proposed activity in each portion of the area and identifying the areas of limited use or nonuse. Plan should include measures for marking the limits of use areas including methods for protection of features to be preserved within authorized work areas.

i. Drawing showing the location of borrow areas.

j. Include in the Spill Control plan the procedures, instructions, and reports to be used in the event of an unforeseen spill of a substance regulated by 40 CFR 68, 40 CFR 302, 40 CFR 355, and/or regulated under State or Local laws and regulations. The Spill Control Plan supplements the requirements of EM 385-1-1 . Include in this plan, as a minimum:

SECTION 01 57 20.00 10 Page 6

(1) The name of the individual who will report any spills or hazardous substance releases and who will follow up with complete documentation. This individual will immediately notify the Contracting Officer and the local Fire Departmentin addition to the legally required Federal, State, and local reporting channels (including the National Response Center 1-800-424-8802) if a reportable quantity is released to the environment. Include in the plan a list of the required reporting channels and telephone numbers.

(2) The name and qualifications of the individual who will be responsible for implementing and supervising the containment and cleanup.

(3) Training requirements for Contractor's personnel and methods of accomplishing the training.

(4) A list of materials and equipment to be immediately available at the job site, tailored to cleanup work of the potential hazard(s) identified.

(5) The names and locations of suppliers of containment materials and locations of additional fuel oil recovery, cleanup, restoration, and material-placement equipment available in case of an unforeseen spill emergency.

(6) The methods and procedures to be used for expeditious contaminant cleanup.

k. A non-hazardous solid waste disposal plan identifying methods and locations for solid waste disposal including clearing debris and schedules for disposal.

(1) Identify any subcontractors responsible for the transportation and disposal of solid waste. Submit licenses or permits for solid waste disposal sites that are not a commercial operating facility.

(2) Evidence of the disposal facility's acceptance of the solid waste must be attached to this plan during the construction. Attach a copy of each of the Non-hazardous Solid Waste Diversion Reports to the disposal plan. Submit the report for the previous quarter on the first working day after the first quarter that non-hazardous solid waste has been disposed and/or diverted (e.g. the first working day of January, April, July, and October).

(3) Indicate in the report the total amount of waste generated and total amount of waste diverted in cubic yards or tons along with the percent that was diverted.

(4) A recycling and solid waste minimization plan with a list of measures to reduce consumption of energy and natural resources.

Detail in the plan the Contractor's actions to comply with and to participate in Federal, State, Regional, and local government sponsored recycling programs to reduce the volume of solid waste at the source.

l. An air pollution control plan detailing provisions to assure that dust, debris, materials, trash, etc., do not become air borne and travel off the project site.

SECTION 01 57 20.00 10 Page 7

m. A contaminant prevention plan that: identifies potentially hazardous substances to be used on the job site; identifies the intended actions to prevent introduction of such materials into the air, water, or ground; and details provisions for compliance with Federal, State, and local laws and regulations for storage and handling of these materials. In accordance with EM 385-1-1, a copy of the Material Safety Data Sheets (MSDS) and the maximum quantity of each hazardous material to be onsite at any given time must be included in the contaminant prevention plan. Update the plan as new hazardous materials are brought onsite or removed from the site.

n. A waste water management plan that identifies the methods and procedures for management and/or discharge of waste waters which are directly derived from construction activities, such as concrete curing water, clean-up water, dewatering of ground water, disinfection water, hydrostatic test water, and water used in flushing of lines. If a settling/retention pond is required, the plan must include the design of the pond including drawings, removal plan, and testing requirements for possible pollutants. If land application will be the method of disposal for the waste water, the plan must include a sketch showing the location for land application along with a description of the pretreatment methods to be implemented. If surface discharge will be the method of disposal, include a copy of the permit and associated documents as an attachment prior to discharging the waste water. If disposal is to a sanitary sewer, the plan must include documentation that the Waste Water Treatment Plant Operator has approved the flow rate, volume, and type of discharge.

o. A historical, archaeological, cultural resources biological resources and wetlands plan that defines procedures for identifying and protecting historical, archaeological, cultural resources, biological resources and wetlands known to be on the project site: and/or identifies procedures to be followed if historical archaeological, cultural resources, biological resources and wetlands not previously known to be onsite or in the area are discovered during construction.

Include in the plan methods to assure the protection of known or discovered resources, identifying lines of communication between Contractor personnel and the Contracting Officer.

1.7.3 Appendix

Attach to the Environmental Protection Plan, as an appendix, copies of all environmental permits, permit application packages, approvals to construct, notifications, certifications, reports, and termination documents.

1.8 PROTECTION FEATURES

This paragraph supplements the Contract Clause PROTECTION OF EXISTING VEGETATION, STRUCTURES, EQUIPMENT, UTILITIES, AND IMPROVEMENTS. Prior to start of any onsite construction activities, the Contractor and the Contracting Officer will make a joint condition survey. Immediately following the survey, the Contractor will prepare a brief report including a plan describing the features requiring protection under the provisions of the Contract Clauses, which are not specifically identified on the drawings as environmental features requiring protection along with the condition of trees, shrubs and grassed areas immediately adjacent to the site of work and adjacent to the Contractor's assigned storage area and access route(s), as applicable. This survey report will be signed by both the the

SECTION 01 57 20.00 10 Page 8

Contractor and the Contracting Officer upon mutual agreement as to its accuracy and completeness. The Contractor must protect those environmental features included in the survey report and any indicated on the drawings, regardless of interference which their preservation may cause to the work under the contract.

1.9 ENVIRONMENTAL ASSESSMENT OF CONTRACT DEVIATIONS

Any deviations from the drawings,plans and specifications, requested by the Contractor and which may have an environmental impact, will be subject to approval by the Contracting Officer and may require an extended review, processing, and approval time. The Contracting Officer reserves the right to disapprove alternate methods, even if they are more cost effective, if the Contracting Officer determines that the proposed alternate method will have an adverse environmental impact.

1.10 NOTIFICATION

The Contracting Officer will notify the Contractor in writing of any observed noncompliance with Federal, State or local environmental laws or regulations, permits, and other elements of the Contractor's Environmental Protection plan. After receipt of such notice, the Contractor will inform the Contracting Officer of the proposed corrective action and take such action when approved by the Contracting Officer. The Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No time extensions will be granted or equitable adjustments allowed for any such suspensions. This is in addition to any other actions the Contracting Officer may take under the contract, or in accordance with the Federal Acquisition Regulation or Federal Law.

PART 2 PRODUCTS

NOT USED

PART 3 EXECUTION

3.1 LAND RESOURCES

Confine all activities to areas defined by the drawings, COR direction, and specifications. Identify any land resources to be preserved within the work area prior to the beginning of any construction. Do not remove, cut, deface, injure, or destroy land resources including trees, shrubs, vines, grasses, topsoil, and land forms without approval, except in areas indicated on the drawings or specified to be cleared. Ropes, cables, or guys will not be fastened to or attached to any trees for anchorage unless specifically authorized. Provide effective protection for land and vegetation resources at all times, as defined in the following subparagraphs. Remove stone, soil, or other materials displaced into uncleared areas.

3.1.1 Work Area Limits

Mark the areas that need not be disturbed under this contract prior to commencing construction activities. Mark or fence isolated areas within the general work area which are not to be disturbed. Protect monuments and markers before construction operations commence. Where construction operations are to be conducted during darkness, any markers must be visible

SECTION 01 57 20.00 10 Page 9 in the dark. The Contractor's personnel must be knowledgeable of the purpose for marking and/or protecting particular objects.

3.1.2 Landscape

Trees, shrubs, vines, grasses, land forms and other landscape features indicated by the governement representative to be preserved must be clearly identified by marking, fencing, or wrapping with boards, or any other approved techniques. Restore landscape features damaged or destroyed during construction operations outside the limits of the approved work area.

3.1.3 Erosion and Sediment Controls

Providing erosion and sediment control measures in accordance with Federal, State, and local laws and regulations is the Contractor's responsibility.

Select and maintain the erosion and sediment controls such that water quality standards are not violated as a result of construction activities.

The area of bare soil exposed at any one time by construction operations should be kept to a minimum. Construct or install temporary and permanent erosion and sediment control best management practices (BMPs). .. BMPs may include, but not be limited to, vegetation cover, stream bank stabilization, slope stabilization, silt fences, construction of terraces, interceptor channels, sediment traps, inlet and outfall protection, diversion channels, and sedimentation basins. Remove any temporary measures after the area has been stabilized.

3.1.4 Contractor Facilities and Work Areas

Place field offices, staging areas, stockpile storage, and temporary buildings in areas designated on the drawings or as directed by the Contracting Officer. Temporary movement or relocation of Contractor facilities will be made only when approved. Erosion and sediment controls must be provided for onsite borrow and spoil areas to prevent sediment from entering nearby waters. Temporary excavation and embankments for plant and/or work areas must be controlled to protect adjacent areas.

3.2 WATER RESOURCES

Monitor all water areas affected by construction activities to prevent pollution of surface and ground waters. Do not apply toxic or hazardous chemicals to soil or vegetation unless otherwise indicated. For construction activities immediately adjacent to impaired surface waters, the Contractor must be capable of quantifying sediment or pollutant loading to that surface water when required by State or Federally issued Clean Water Act permits.

3.2.1 Wetlands

D0 not enter, disturb, destroy, or allow discharge of contaminants into any wetlands.

3.3 AIR RESOURCES

Equipment operation, activities, or processes will be in accordance with all Federal and State air emission and performance laws and standards.

3.3.1 Particulates

Dust particles; aerosols and gaseous by-products from construction

SECTION 01 57 20.00 10 Page 10 activities; and processing and preparation of materials, such as from asphaltic batch plants; must be controlled at all times, including weekends, holidays and hours when work is not in progress. Maintain excavations, stockpiles, haul roads, permanent and temporary access roads, plant sites, spoil areas, borrow areas, and other work areas within or outside the project boundaries free from particulates which would cause the Federal, State, and local air pollution standards to be exceeded or which would cause a hazard or a nuisance. Sprinkling, chemical treatment of an approved type, baghouse, scrubbers, electrostatic precipitators or other methods will be permitted to control particulates in the work area.

Sprinkling, to be efficient, must be repeated to keep the disturbed area damp at all times. Provide sufficient, competent equipment available to accomplish these tasks. Perform particulate control as the work proceeds and whenever a particulate nuisance or hazard occurs. Comply with all State and local visibility regulations.

3.3.2 Odors

Odors from construction activities must be controlled at all times. The odors must be in compliance with State regulations and/or local ordinances and may not constitute a health hazard.

3.3.3 Sound Intrusions

Keep construction activities under surveillance and control to minimize environment damage by noise. Comply with the provisions of the State of South Dakota rules.

3.3.4 Burning

Burning is prohibited on Government premises.

3.4 CHEMICAL MATERIALS MANAGEMENT AND WASTE DISPOSAL

Disposal of wastes will be as directed below, unless otherwise specified in other sections and/or shown on the drawings.

3.4.1 Solid Wastes

Place solid wastes (excluding clearing debris) in containers which are emptied on a regular schedule. Handling, storage, and disposal must be conducted to prevent contamination. Employ segregation measures so that no hazardous or toxic waste will become co-mingled with solid waste.

Transport solid waste off Government property and dispose of it in compliance with Federal, State, and local requirements for solid waste disposal. A Subtitle D RCRA permitted landfill will be the minimum acceptable offsite solid waste disposal option. Verify that the selected transporters and disposal facilities have the necessary permits and licenses to operate.

3.4.2 Chemicals and Chemical Wastes

Dispense chemicals ensuring no spillage to the ground or water. Perform and document periodic inspections of dispensing areas to identify leakage and initiate corrective action. This documentation will be periodically reviewed by the Government. Collect chemical waste in corrosion resistant, compatible containers. Collection drums must be monitored and removed to a staging or storage area when contents are within 6 inches of the top.

Wastes will be classified, managed, stored, and disposed of in accordance

SECTION 01 57 20.00 10 Page 11 with Federal, State, and local laws and regulations.

3.4.3 Contractor Generated Hazardous Wastes/Excess Hazardous Materials

Hazardous wastes are defined in 40 CFR 261, or are as defined by applicable State and local regulations. Hazardous materials are defined in 49 CFR 171 - 178. At a minimum, manage and store hazardous waste in compliance with 40 CFR 262 in accordance with the Project Office hazardous waste management plan. Take sufficient measures to prevent spillage of hazardous and toxic materials during dispensing. Segregate hazardous waste from other materials and wastes, protect it from the weather by placing it in a safe covered location, and take precautionary measures such as berming or other appropriate measures against accidental spillage. Storage, describing, packaging, labeling, marking, and placarding of hazardous waste and hazardous material in accordance with 49 CFR 171 - 178, State, and local laws and regulations is the Contractor's responsibility. Transport Contractor generated hazardous waste off Government property within 60 days in accordance with the Environmental Protection Agency and the Department of Transportation laws and regulations. Dispose of hazardous waste in compliance with Federal, State and local laws and regulations. Spills of hazardous or toxic materials must be immediately reported to the Contracting Officer. Cleanup and cleanup costs due to spills are the Contractor's responsibility. The disposition of Contractor generated hazardous waste and excess hazardous materials are the Contractor's responsibility. Coordinate the disposition of hazardous waste with the Project Office's Hazardous Waste Manager and the Contracting Officer.

3.4.4 Fuel and Lubricants

Storage, fueling and lubrication of equipment and motor vehicles must be conducted in a manner that affords the maximum protection against spill and evaporation. Manage and store fuel, lubricants and oil in accordance with all Federal, State, Regional, and local laws and regulations. Used lubricants and used oil to be discarded must be stored in marked corrosion-resistant containers and recycled or disposed in accordance with 40 CFR 279, State, and local laws and regulations. Storage of fuel on the project site is not allowed. Fuel must be brought to the project site each day that work is performed. Storage of fuel on the project site will be in accordance with all Federal, State, and local laws and regulations.

3.4.5 Waste Water

Disposal of waste water will be as specified below.

a. Waste water from construction activities, such as onsite material processing, concrete curing, foundation and concrete clean-up, water used in concrete trucks, forms, etc. will not be allowed to enter water ways or to be discharged prior to being treated to remove pollutants. Dispose of the construction related waste water off-Government property in accordance with all Federal, State, Regional and Local laws and regulations.

b. Water generated from the flushing of lines after disinfection or disinfection in conjunction with hydrostatic testing shall be discharged into the sanitary sewer with prior approval from the local Waste Water Treatment Plant Operator. The discharged water must be dechlorinated prior to discharge to the sanitary sewer.

SECTION 01 57 20.00 10 Page 12

3.5 RECYCLING AND WASTE MINIMIZATION

Participate in State and local government sponsored recycling programs.

The Contractor is further encouraged to minimize solid waste generation throughout the duration of the project.

3.6 NON-HAZARDOUS SOLID WASTE DIVERSION REPORT

Maintain an inventory of non-hazardous solid waste diversion and disposal of construction and demolition debris. Submit a report to the Contracting Officer on the first working day after each fiscal year quarter, starting the first quarter that non-hazardous solid waste has been generated.

Include the following in the report:

a. Construction and Demolition (C&D) Debris Disposed = _____ in cubic yards or tons, as appropriate.

b. Construction and Demolition (C&D) Debris Recycled = _____ in cubic yards or tons, as appropriate.

c. Total C&D Debris Generated = _____ in cubic yards or tons, as appropriate.

d. Waste Sent to Waste-To-Energy Incineration Plant (This amount should not be included in the recycled amount) = _____ in cubic yards or tons, as appropriate.

3.7 PREVIOUSLY USED EQUIPMENT

Clean all previously used…