Appendices_B_through_G.pdf

HAZARDOUS WASTE TRANSFER PROCESS

FOR 3PC GENERATORS TRANSFERRING HAZWASTE TO BASE KODIAK TSDF

FACILITY HOURS FOR HAZWASTE ACCEPTANCE ARE

MONDAY-THURSDAY 9AM-3PM

Base Kodiak Environmental will be contacted prior to any production of Hazardous Waste. Base representatives will perform a walk through with the contractor to establish waste area accumulation sites, and may provide containers to insure storage meets EPA regulations. Containers provided, and if not re-usable, shall be replaced in-kind by the contractor as soon as possible. All metal drums shall be new or certified

(DOT) reconditioned and free of excessive corrosion and damage. Containers holding liquid or aqueous solutions shall not be filled past 80%. All containers shall be maintained in a closed status (Tool Tight) as defined by EPA regulation unless being actively used.

1. Generator contacts Customer Service with a WR with request for pick up or to schedule a drop-off.

A. Request to include material type, quantity, and type of container.

B. Material type is to include commercial name and main active ingredient(s).

C. Base Kodiak Environmental will send a DD-1149 to the generator. This will be used by the USCG for all transfers.

2. The BOSS contractor or EPS will perform a pre-transfer inspection & schedule the transfer.

3. All materials must stay onsite until approved for transfer and are ready to be loaded on the transport.

4. NO containers of Hazwaste or Hazardous materials are to be left at N48 without pre-approval.

5. On transfer day the contractor or EPS will re-inspect the materials and compare to the DD-1149 and take possession, both parties must sign the DD-1149.

CONDITION OF CONTAINERS AND SDS RECORDS

Each individual type of product must be accompanied by a current SDS (MSDS).It is important that you carefully check and compare each SDS against the product to insure they match. This is a frequent problem and providing an incorrect SDS sheet will delay your turn-in.

A. The SDS must have a number assigned to it that corresponds with a matching number on the product container. Mark single items with a unique number these numbers will be used to identify the materials on the list, and also marked on the SDS sheet. If there are several containers of the same product and mark each with the same number as the applicable SDS.

B. All containers must have original labels and be legible.

C. Leaky containers must be over-packed prior to transfer.

D. Only products listed on the DD-1149 or manifests are to be transferred, additions must be pre -approved.

* Base Kodiak Environmental Protection Specialists are available for any questions and want to help keep our customers and the Base within the guidelines of EPA regulation. Feel to contact the division at any time.

Contact Customer Service at 5444. You can also call us directly at 487-5588, or 487-5320 xt 6699. We highly recommend consulting with our branch prior to the work commencing. Known hazardous waste streams should be discussed so all are aware of any testing requirements or landfill restrictions prior to project start.

EMAIL CONTACT IS: scott.e.griffin@uscg.mil

Common Violations of (RCRA), Subtitle C (Hazardous Waste):

Failure to properly sample and/or test hazardous waste or apply user knowledge of waste in order to comply with Subpart C: waste determinations.

Failure to close hazardous waste containers not currently in use. Absence of hazardous waste labels on containers, or mislabeled containers.

Hazardous waste signs and emergency numbers not posted at hazardous waste storage areas.

Satellite accumulation areas with more than one 55-gallon drum.

Incompatible waste materials/wastes stored next to each other as well as drums that lack secondary containment per state requirements.

Lack or incomplete inspection of the weekly logs at the hazardous waste storage areas per state requirements.

Although contractors may handle waste determinations and manifests, the facility staff signing the manifests is legally responsible for both waste determinations and the accurate reporting on the manifests.

BASE KODIAK

STANDARD CONSTRUCTION

SPECIFICATIONS

30 February 2017

List of revisions

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Revised generator engine mfg.

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30 Feb

General revisions throughout.

Added environmental guide specs:

Section 015600 Environmental Controls Section 026500.2 Contaminated Soils Section 311300 Dewatering

Added guide spec for HVAC DDC controls; Section 230953

Sole source Kodiak specific items updated.

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DESCRIPTION

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Introduction/General Requirements:

Kodiak Standard Specifications: This document describes products and procedures for typical or recurring items used on Coast Guard Kodiak facilities. Contract or Task Order specifications will make selections, and may specify deviations or modifications to the Kodiak Standard Specifications for a specific Task Order or Contract.

Unless specific guidance is provided otherwise in a Task Order or Contract, the contractor shall conform to the Kodiak Standard Specifications.

If there are differences between referenced documents and any contract documents the following precedence applies.

a. Contract/Task Order

b. Contract/Task Order Technical Specifications

c. Contract/Task Order Drawings

d. Base Kodiak Siding Standards

e. Base Kodiak Standard Specifications (these Specifications)

f. Applicable code or standard (including State of Alaska and City of Kodiak standard details/specs) governing the work in question. The applicable codes or standards are secondary (default, in absence of other specifications) to the specific technical requirements/preferences described in items a. thru e.

COMMERCIALLY AND LOCALLY AVAILABLE PRODUCTS

To facilitate economic life-cycle maintenance by the government, products supplied for the contract or task order shall be commercially available products, available through normal Alaskan based suppliers or distributers.

Brand Name or Equal Requirements: (see 52.211-6 Brand Name or Equal (Aug 1999))

Items identified by a specific brand name or manufacturer have been determined to be specifically required to conform as part of an existing “system”, or be exactly the same, so they properly integrate with established systems and maintenance protocols Basewide.

The following items have been identified in this specification:

SECTION 07 30 00 STEEP SLOPE ROOFING

Roof Covering and underlayment: CertainTeed Landmark TL, 50 year. Ridge shingles;

CertainTeed Presidential Shingles, Underlayment: CertainTeed “Winter-Guard”, Eave protection: Grace Ice & Water Shield. Matches existing materials used and inventoried, for basewide application, including repairs.

SECTION 08 10 00 DOORS AND FRAMES

Door hardware (including hinges, closers, panic hardware, etc) and Locksets are “Best”.

Locksets Lock I/C 7-pin. Matches existing basewide system and matches BOSS contractor required inventory. Other manufacturers can provide “compatible” systems, however those systems are not identical and require adaptation pieces for operation.

Repair parts inventory has to be from a single manufacturer for consistency and cost effectiveness.

SECTION 11 31 00 RESIDENTIAL APPLIANCES

Manufacturer’s and models must match the current model and make maintained in BOSS contractor inventory, for spare parts inventory purposes, training and maintenance considerations. Contractor to verify current model number with Base Kodiak prior to ordering.

ELECTRIC RANGE Whirlpool REFRIGERATOR Whirlpool DISHWASHER Whirlpool DRYER Whirlpool WASHING MACHINE Whirlpool GARBAGE DISPOSERS In-Sink-Erator BADGER 5 / EVOULTION COMPACT 3/4

HEAVY DUTY all stainless steel BATHROOM EXHAUST FANS Panisonic FV11VQL5 FAN CONTOLLER Airetrak TTI-ATRAK-1A 56765

SECTION 21 10 00 FIRE SUPPRESSION

Fire hydrants shall be Mueller Centurian A-423, Clow F-2500, or Dresser M & H Style 929.

Fire hose connection Adapters: Manufactured by “Storz”.

Matches standard equipment carried by fire response crews, and matches base maintained inventory of spare parts.

SECTION 23 13 00 FACILITY FUEL SYSTEMS

Buried fuel pipes: GeoFlex-D Double Wall tubing in Geo Duct Conduit: ½” Environ GeoFlex double wall piping rated at 200 psi for the supply and return lines ran in a Environ GeoDuct Conduit. Matches environmental requirements and maintenance protocols basewide.

SECTION 23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

Direct Digital Controllers for HVAC systems are Tridium AX controllers. The current existing Basewide system is comprised of a control system based on the Tridium Niagara AX framework. Standard manufacturers, components, details, configuration and equipment exist. Controllers in current use are based on the Honeywell Spyder family and/or a Sedona based controller, and building components are Honeywell.

These products, and software services match existing components used basewide. A Basewide, integrated system is deployed. To properly function, and minimize conflicts or interpolation software/language in the control system, a single source hardware/software/operator is required. Other suppliers or providers could provide a similar service, however this would inject variables and increased cost/risk to the control system including; increased maintenance and supervision requirements for the government, increased security breach threats, and a mismatch of performance characteristics.

SECTION 23 22 00 STEAM AND CONDENSATE PIPING, HEAT EXCHANGERS,

AND PUMP

Steam to water heat exchangers: Leslie or Spirax.

Steam traps shall be Armstrong Steam and Condensate traps.

Matches existing components used basewide, and spare parts inventory.

SECTION 23 25 00 HYDRONIC SYSTEM WATER TREATMENT

Hot water heating system treatment chemicals manufactured by Real Chem Northwest Inc. treatment solution RealChem 312 for the control of scale, corrosion, biological growth, RealChem . NeuClean shall be used for system cleaning, and bypass feeder shall be Wingert Model F-DB-5HD, Protherm 720 shall be used for freeze prevention, and Carlon ¾” FRS075 water meter for systems > 200 gallons.

These chemicals match the chemical currently locally available and used by the maintenance contractor.

SECTION 23 50 00 CENTRAL HEATING EQUIPMENT

Chimney caps: Vaccu Stack: Matches existing components used basewide.

Package boiler units: System 2000. Matches existing components used basewide

SECTION 26 00 00 ELECTRICAL

Fire Alarm Control Panels and transmitters: non-addressable King-Fisher. Matches existing proprietary basewide system.

Emergency Generators and Switchgear: ONAN w/ CUMMINGS engines.

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 33 15 DOCUMENTATION STANDARDS

SECTION 01 55 00 TRAFFIC CONTROL

SECTION 01 56 00 ENVIRONMENTAL CONTROLS

SECTION 01 71 23 FIELD ENGINEERING

DIVISION 02 – EXISTING CONDITIONS

SECTION 02 65 00.1 UNDERGROUND STORAGE TANK REMOVAL

SECTION 02 65 00.2 CONTAMINATED SOIL

SECTION 02 82 13 ASBESTOS ABATEMENT

SECTION 02 83 33 REMOVAL AND DISPOSAL OF MATERIAL CONTAINING LEAD

DIVISION 03 – CONCRETE

SECTION 03 00 00 CONCRETE

DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES

SECTION 06 15 00 EXTERIOR DECKS AND DRIP PERIMETERS

DIVISION 07 – THERMAL AND MOISTURE PROTECTION

SECTION 07 30 00 STEEP SLOPE ROOFING

SECTION 07 46 00 SIDING

DIVISION 08 – OPENINGS

SECTION 08 10 00 DOORS AND FRAMES

SECTION 08 50 00 WINDOWS

DIVISION 09 -- FINISHES

SECTION 09 60 00 FLOORING

SECTION 09 90 00 PAINT AND COATINGS

DIVISION 11 – EQUIPMENT

SECTION 11 31 00 RESIDENTIAL APPLIANCES

DIVISION 12 -- FURNISHINGS

SECTION 12 30 00 CASEWORK

DIVISION 21 – FIRE SUPPRESSION

SECTION 21 10 00 FIRE SUPPRESSION

DIVISION 22 – PLUMBING

SECTION 22 11 00 FACILITY WATER DISTRIBUTION

SECTION 22 14 00 FACILITY STORM DRAINAGE

SECTION 22 41 00 RESIDENTIAL PLUMBING

DIVISION 23 – HEATING VENTILATING, AND AIR CONDITIONING

SECTION 23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

SECTION 23 09 53 DDC CONTROL SYSTEMS

SECTION 23 13 00 FACILITY FUEL SYSTEMS

SECTION 23 22 00 STEAM AND CONDENSATE PIPING, HEAT EXCHANGERS,

AND PUMPS

SECTION 23 25 00 HYDRONIC SYSTEM WATER TREATMENT

SECTION 23 50 00 CENTRAL HEATING EQUIPMENT

DIVISION 26 – ELECTRICAL

SECTION 26 00 00 ELECTRICAL

DIVISION 31 – EARTHWORK

SECTION 31 00 00 EARTHWORK

SECTION 31 13 00 DEWATERING

SECTION 32 31 00 FENCES AND GATES

01 33 15 - 1

DIVISION 01 – GENERAL REQUIREMENTS

SECTION 01 33 15 DOCUMENTATION STANDARDS

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Requirements for electronic and hard copy documentation, including:

1. Electronic media format, including organization of files and file naming conventions

2. CAD standards

3. Document formatting and file naming of specifications, reports, and other text documents

4. Digital photograph standards

1.2 REFERENCES

A. Definitions

1. CAD Drawing – a drawing created using computer programs. According to this definition, both hard copy print-outs and electronic files can include CAD drawings.

PART 2 PRODUCTS

2.1 GOVERNMENT-FURNISHED PRODUCTS

A. It is the Government’s intention to provide electronic materials to the Contractor which meet the specifications stated herein. The Government, however, reserves the right to furnish electronic materials to the Contractor which are not in conformance with these specification if it is in the best interest of the Government. The Contractor shall bring any Government-furnished materials into compliance prior to submitting them as contractually required electronic deliverables. Any effort by the Contractor to bring Government-furnished materials into compliance, must be included in the price of the work.

2.2 PROHIBITED MATERIALS

A. No electronic or hard copy submittal shall contain copyright-protected materials.

Submitted materials shall be in the public domain and freely usable and copyable without threat of copyright infringement. If the Scope of Work or Contracting Officer instructions require the submittal of copyright-protected materials the Contractor shall:

1. Pay all license fees

2. Clearly mark the materials as copyrighted

3. Indicated on the delivery media that it contains copyrighted materials

Documentation Standards

01 33 15 - 2

4. Mark the materials with the limitations of their use

2.3 CAD DRAWINGS

A. All CAD drawings shall be prepared in accordance with this guide and the latest edition of the National CAD Standard (NCS) published by the National Institute of Building Sciences. The current version of the published standard can be obtained from the NIBS web site: http://www.nibs.org . The standard published by the Tri-Services CADD/GIS Technology Center (complies with the National CAD Standard) can be obtained at http://tsc.wes.army.mil/products/standards/aec/intro.asp .

B. The content and level of detail of CAD drawings shall be as specified in other sections of these specifications, or in the Special Provisions.

C. The Contractor is expected to have the experience and expertise to complete CAD drawings in accordance with these specifications without multiple iterations of submittal/rejection. The U.S. Coast Guard can answer questions to clarify the standards, but will not train the contractor.

D. All drawing for Schematic design phases, and beyond must be produced using this standard in conjunction with AutoCAD

TM

(current release). The U.S. Coast Guard cannot accept object-enabled drawings at this time. Drawings that were created with architectural, civil, mechanical or other discipline-specific products must not include imbedded objects.

E. No external references (XREFs) may be included in the completed drawing.

Prior to submission all XREFs shall be bound to each drawing file using the ‘insert’ method.

F. Drawings which have image files attached shall be delivered with all the attached images. Attached image files shall be named with the drawing name as a prefix and image number as a suffix (e.g. 12X34567_A1_001.tif, 12X34567_A1_002.jpg, 12X34567_A1_003.gif, etc). Attached images shall reference the images out of the same folder as the drawing file. Valid image formats and resolutions are specified below.

G. Color, Lineweight, and Plot Style shall be assigned to drawing elements ‘BYLAYER’ or ‘BYELEMENT’. Using colors to assign lineweights at plot time is not acceptable unless otherwise approved by the Contracting Officer. Only lineweights defined by NCS are allowed.

H. Only linetypes as defined by the NCS. The LTSCALE factor shall be set to 1.0.

The PSLTSCALE factor shall be set to 1.0. This allows the linetype scale to be set automatically by the paper space viewport scale.

01 33 15 - 3

I. The number of layers shall be kept to a practical minimum. More than 50 layers are considered excessive in a completed drawing. Layer names shall adhere to the NCS. Short form is preferred, long form will be accepted.

J. All completed drawings shall be fully purged of unused styles, layers, blocks, etc. All completed drawings shall be ‘WBLOCKed’ to a new file to remove any and all unused data and to insure a minimum file size.

K. The primary font shall be “ROMANS”. The TrueType

TM

font “ARIAL” may be used for cover sheet text, detail, section, elevation and plan titles. No third party or other Windows

TM

fonts are acceptable. Drawings delivered with fonts other than those described herein will be rejected .

L. Minimum actual plotted text size on full size sheets shall be 1/10” (.10”) in order for the text to be readable on half size drawings. Minimum text size for dimensions shall be 1/10”. Text shall be set to either a thin or medium lineweight.

M. All files shall be stripped of 3 rd party application data (including proxy images).

Drawings that display error messages on USCG computers about missing applications will be rejected. No third party text fonts (.shx) or linetypes (.lin) will be accepted.

N. Files converted from other formats shall be checked by the Contractor for suitability and completeness prior to delivery to the USCG.

O. Only one drawing shall be in each drawing file. This restriction can be excepted in the case of floor, site, or other plans that span multiple sheets. In this case the full floor or site plan shall reside in model space and each drawing title block shall be in a separate layout (paper) space.

P. Submitted electronic drawing files shall be final and an exact representation of the submitted hardcopy drawing. When the file is opened up, no manipulations shall be required to plot the finished drawing.

The plot shall be readable on black and white print out – 11 x 17 paper, w/o manipulation.

Q. Revisions made to approved design drawings shall be noted using revision marks, revision clouds, and heavy lines as defined in the National CAD Standard. In general changes shall be indicated by crossing out the original drawing elements and drawing in the change. For each revision the issue block in the title block shall record the revision mark number, revision date, revision description, and reviser initials. Revisions shall also record handwritten USCG approval signatures, initials, approval signature date, and any reviser initials in the title block or issue block using block lettering. Revisions shall only be made to a copy of the original or previously revised electronic CAD file. The revised

01 33 15 - 4 file shall be named using the original file name appended with “_rev1”, “_rev2”, etc to indicate the number of the revision (e.g. 13X02123_A5_rev1.dwg). Due care shall be taken to insure that no changes are made to the electronic files between the original or revised issue and the next revision. No revisions shall be made to hardcopy drawings. Revised drawings shall be initialed in the issue block in blue indelible ink by a registered professional.

R. If required by contract or task order, Record (as-built) changes shall be recorded to the drawings. Record changes shall be recorded as a standard revision with the following exceptions: the issue block description shall be titled “RECORD”; the drawing shall be marked in a prominent place near the lower right of the drawing with the word “RECORD” in ½” high “ROMANS” font with an bold lineweight; all sheets in the drawing set will be marked as above along with the issue block entry to record the date of the Record issue (even if no changes are required to the sheet). The Record file shall be named using the original file name appended with “_record” (e.g. 13X02123_A5_record.dwg).

S. Each plan view must include a north arrow (Site & Vicinity plans, Floor Plans, Roof Plans, etc.). Use a cross hair type north arrow showing both compass north and project north, as shown below.

T. Section and detail reference markers shall be a three-part symbol as is typically used on engineering plans, as shown below.

U. Sections are generally named with a letter, details with a number.

V. All submitted drawings shall be drawn to actual size and shall reside in

AutoCAD

TM

model space. All title blocks, sheet borders, general notes, and other general annotation will reside in layout space (paper space). Drawings that are schematic in nature and vicinity maps may also reside in paper space.

01 33 15 - 5

W. Plotting will done using the AutoCAD

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“Color –Dependent Plot Style Table”, (.ctb) format. The plot table (CEC.ctb) can be downloaded from the web site, www.uscg.mil/mlcpac/fdccp/contracting/index.html.

X. All site plans, plot plans, floor plans, contour maps and other drawings of this type shall be drawn to actual size in model space. The actual drawing scale will be determined by an exact setting of the paper space viewport scale. Use standard engineering/architectural scales in all cases. Each sheet shall contain a graphic scale for each different scale used on that sheet. If any portion of a drawing is not drawn to scale, that drawing shall be marked ‘NOT TO SCALE’.

Y. Use the following file naming convention for all submitted drawings:

Project Number _ Sheet Number Examples: 13X02123_A5.dwg 13X02123_A12.dwg Use underscores to separate project number from sheet number. Dashes, dots, tildes & etc. will not be accepted.

Z. The use of USCG sheet borders & title blocks is mandatory. Borders (ANSI A through ANSI E sizes) can be provided. The information must be correct and consistent. DO NOT “RENAME” OR “EXPLODE” THE SHEET BORDER, this will cause the attribute information to be corrupted. Contact the COR for the correct title block format & information.

AA. Use only the single character discipline designator as shown below. Do not use dashes between the discipline identifier and the sheet number.

BB. Note: For large projects, an alternative naming system may be used to easily insert additional sheets if necessary. Contact the COR.

2.4 TEXT DOCUMENTS

A. Text documents shall be delivered as editable Microsoft Word 2003 format document (.doc) files and as Adobe .pdf files.

B. Reports shall be named in the following format:

<project number> _ <title>

ex. 17X12345_Kodiak Cargo Pier Investigation.doc

ex. 11F45678_AIRSTA San Francisco Hazmat Survey.pdf

C. Use MS Windows

TM

file naming rules subject to the following limitations: When naming a file use title case and spaces. Do not use periods for abbreviations, acronyms, or initials. Keep file names (excluding extensions) 40 characters or less in length.

D. Files shall be organized in a logical fashion such as by phase, chapter, and/or other distinct division, or as specifically required by the Contracting Officer. The number of files shall be kept to a reasonable minimum while keeping the file

01 33 15 - 6 sizes within required limits. The complete report may be consolidated into a PDF file but the source .doc files are required to be delivered. If the consolidated report PDF files contain images, they shall be ‘Print Optimized’ using Adobe Distiller.

E. Images shall be inserted wholly into the report file and not attached. Prior to insertion, bitmap images shall be down sampled to a resolution suitable for the size of the image in the report.

PART 3 EXECUTION

3.1 ELECTRONIC FILE DELIVERABLES

A. All drawings, specifications, photos and other electronic documents submitted to the Government shall meet the requirements of this section, and shall become the property of the government.

B. Electronic files shall not include copyright protected materials.

C. The contractor shall use current, recently updated virus detection software to scan all media and electronic files prior to transmittal to the Government. The Contractor will be responsible for the results of transmittal of malicious code, i.e., viruses, to the U.S. Coast Guard.

D. All electronic deliverables shall be submitted to the COR unless otherwise directed by the Contracting Officer (KO).

E. Although email transmittal of certain files may be allowed by the Contracting Officer, final submittal of deliverables shall be on physical media.

F. Email file transmittals shall only be submitted with the permission of the COR.

The total size of email file attachments shall be less than 2 MB. Email attachments should be described in the body of the email message.

G. CD-ROM shall be used whenever electronic media is required to transmit files.

Only new CD-ROM shall be used.

H. CD-ROM shall not contain documents from more than one Task Order.

I. The files shall be saved on CD-ROM in an organized fashion using appropriately named folders. If necessary, the CD-ROM should include a text file titled “README” that describes the contents of the CD and its organization.

J. CD-ROM shall be clearly labeled, and shall be delivered in a jewel case. Label information shall include:

1. Project Name

2. Contract or Task Order Number

01 33 15 - 7

3. Date

4. Contractor name

5. General description of contents

6. Notation that virus scanning was completed on finalized CD-ROM

K. The following electronic file formats are acceptable. Others may be permitted with written permission from the Contracting Officer.

1. MS Word .DOC = General correspondence, specifications, meeting minutes, etc.

2. MS Excel .XLS = Spreadsheets.

3. MS Powerpoint .PPT = Presentations.

4. MS Project .MPP = Project scheduling.

5. MS Access .MDB = Database.

6. Adobe Acrobat .PFD = Vendor / product information, code & standards (ANSI, ASTM, SMACMA, etc) information.

7. AutoCAD .DWG = Drawings.

8. AutoCAD .DWF = Drawing viewer.

9. .JPG = Photos.

10. .TIF = Scanned images.

11. .ZIP = File compression & consolidation (use the Zip executable .EXE for large number of files).

3.2 HARD COPY DELIVERABLES

A. Reports shall be tabbed with labeled index tabs at major division points. Index tabs shall be durable paper with plastic laminate at wear and stress points, or other Contracting Officer approved system. Reports shall be bound in comb bindings, 3 ring binders, or other Contracting Officer approved methods. In the case where the report front and back covers are exposed paper, the paper shall be laminated in plastic on both sides of the paper.

B. Reports shall be professionally prepared and use high quality materials and techniques.

C. Use of color is encouraged if it enhances the readability and quality of the information presented. Use color schemes the have high contrast which can be photocopied in black and white and retain readability and information integrity.

Original report copies shall be in color and subsequent copies may be in black and white.

D. Hard Copies of O&M manuals, as-built drawings, etc. shall be submitted in a three ring binder consisting of:

01 33 15 - 8

1. Exterior cover with Project Name & Location, Project Number, Date of Submittal, Contractor Name, Type of Submittal (O&M Manual, As-Built Drawings, etc.).

2. Binder Edge label showing Project Name, Location and Date.

3. CD-ROM containing electronic files, labeled as specified herein.

E. Hard copy of all required submittal materials. For submittals including oversize drawings, the binder shall also include a 8 ½” x 11” print of each drawing contained on CD-ROM.

F. Drawings shall be delivered in rolls or neatly folded. Rolls and packages of folded drawings shall be labeled as specified above so that they can be easily identified without unrolling or unfolding the drawings.

01 55 00 - 1

SECTION 01 55 00 TRAFFIC CONTROL

PART 1 GENERAL

1.1 SECTION INCLUDES

A. Preparation and execution of Traffic Control Plans

1.2 REFERENCES

A. Manual of Uniform Traffic Control Devices (MUTCD)

B. Alaska Department of Transportation and Public Facilities Standard Specifications for Highway Construction.

1.3 SUBMITTALS

A. Certified Traffic Control Plan

B. Supervisor resume, if applicable

1.4 QUALITY ASSURANCE

A. Traffic Control Plans shall be certified to be in accordance with the most recent edition of the MUTCD by a registered professional engineer (Alaska), or an officer of the Contractor.

B. When roadways maintained by parties other than the U.S. Coast Guard are affected, execution of the Traffic Control Plan shall be supervised by an individual qualified to identify and correct deficiencies. If this paragraph applies, submit a resume that demonstrates the individual’s qualifications.

PART 2 PRODUCTS

2.1 TRAFFIC CONTROL DEVICES

A. All traffic control devices shall be in good condition and shall meet the minimum requirements of the latest versions of MUTCD and the Alaska Department of Transportation and Public Facilities Standard Specifications

PART 3 EXECUTION

3.1 PREPARATION OF TRAFFIC CONTROL PLANS

A. Traffic Control Plans shall be prepared by qualified individuals and shall be in accordance with the latest edition of the MUTCD.

B. Submit Traffic Control Plans certified in accordance with paragraph 1.6.

Execution shall not begin until the submittal has been approved in writing by the

COR.

Traffic Control

01 55 00 - 2

C. The Contractor shall be responsible for collecting data necessary for preparing a good Traffic Control Plan. These data include, but are not limited to traffic patterns, vehicle types, signage, load restrictions, sight distance, and weather.

The contractor shall not rely solely on information contained in the Contract Documents.

3.2 EXECUTION OF TRAFFIC CONTROL PLANS

A. Notify COR of deviations from the approved Traffic Control Plan.

B. Report any significant traffic delays or traffic incidents to COR within four hours, and sooner if they are serious.

C. Monitor conditions of traffic control devices frequently during each shift and replace as necessary. If signs blow down frequently, take appropriate measures to anchor them and/or increase frequency of inspections.

D. Monitor conditions during the Work and modify the Traffic Control Plan as necessary to maximize safety and reduce driver delays.

E. Remove appropriate signs (e.g., Flagger Ahead or Be Prepared to Stop) during any period of 8 hours or more in which no work is to be completed. If hazards will remain on or near road during this period, leave appropriate signs in place (e.g., No Shoulder).

01 56 00-1 Environmental Controls

SECTION 01 56 00

ENVIRONMENTAL CONTROLS

PART - 1 GENERAL

1.1 APPLICABLE PUBLICATIONS:

1.1.1 During all phases of this project the contractor shall comply with all applicable federal, state, and local environmental requirements. Contractor shall incorporate environmental requirements early, and ensure environmental compliance throughout all project phases.

1.1.2 The publications listed below form part of this specification. The contractor shall comply with all applicable federal, state, and local regulations and laws

1.1.3 Environmental Protection Agency (EPA) Regulations:

Code of Federal Regulations (CFR)

40 CFR Protection of the Environment

40 CFR 112 Oil Pollution Prevention

40 CFR 136-143 Water Programs

40 CFR 204 Noise Emission Standards for Construction Equipment

40 CFR 260-279 Solid Waste Regulations

40 CFR 311-374 Worker Right-to-Know

40 CFR 761 Polychlorinated Biphenyls (PCBs) Manufacturing, Processing, Distribution in Commerce, and Use Prohibitions

1.1.4 U.S. Department of Labor Occupational Safety and Health Administration (OSHA) Regulations:

29 CFR 1910 Worker Safety Requirements

1.1.5 U.S. Department of Transportation Regulations:

49 CFR 100-199 Hazardous Materials Transportation, Handling, and Storage Regulations

1.1.6 Additional Statutes - The statues listed below form part of this specification:

Clean Air Act (CAA) - (42 U.S.C. 7401 to 7642)

Clean Water Act (CWA)

Safe Drinking Water Act (SDWA)

Coastal Zone Management Act (CZMA)

Comprehensive Environmental Response, Compensation, and Liabilities Act (CERCLA) – (U.S.C.

9601 to 9675)

Federal Insecticide, Fungicide, and Rodenticide Act (FIFRA) - (7 U.S.C. 136 to 139y)

Noise Control Act (NCA) - (42 U.S.C. 4901 to 4918)

Pollution Prevention Act (PPA) - (42 U.S.C. 13101 to 13109)

01 56 00-2 Environmental Controls

Resource Conservation and Recovery Act (RCRA) - (42 U.S.C. 6901 to 6991i)

Solid Waste Disposal Act (SWDA) - (42 U.S.C. 6901 to 6991i)

Toxic Substance Control Act (TSCA) - (15 U.S.C. 2601 to 2654)

Energy Independence and Security Act of 2007 (EISA)

Endangered Species Act (ESA)

Emergency Planning and Right-to-Know Act (EPCRA)

1.1.7 Code of Federal Regulations (CFR):

40 CFR 261 Identification and Listing of Hazardous Waste

40 CFR 262 Standards Applicable to Generators of Hazardous Waste

1.1.8 Alaska Department of Environmental Conservation (ADEC):

Alaska Administrative Code (AAC)

Construction General Permit AKR100000 (February 2016)

Excavation General Permit AK002000 (August 2014)

Field Sampling Guidance (March 2016)

18 AAC 78 Oil and Other Hazardous Substances Pollution Control (November 6, 2016)

1.1.9 Base Kodiak Contractor’s Unit Environmental Guide: This guide provides detailed procedures for environmental activities on USCG Base Kodiak, primarily for the Base Maintenance functions. The document is provided to supplement the specifications, for the construction contractor to coordinate with the BOSS contractor.

1.2 GENERAL

1.2.1 Environmental Manager: The contractor shall provide a qualified environmental manager to supervise all environmental aspects of the work. The Environmental Manager will be an ADEC Qualified Environmental Professional (QEP) as defined in 18 AAC 75.333. The Environmental Manager shall be directly responsible for coordinating contractor and subcontractor compliance with Federal, State, local and station requirements. The Environmental Manager shall ensure compliance with hazardous materials and hazardous waste requirements, implement any applicable Environmental Management Plans or Permits, ensure compliance with contaminated sites, water, sewer and storm water permitting and management requirements and coordinate any handling of regulated substances. The Environmental Manager shall coordinate associated OSHA practices applicable to the environmental work performed.

1.2.2 This project may generate waste streams as described below:

1.2.2.1 Scrap Metal: contractor disposes at off Base recycler.

1.2.2.2 Lead paint, paint chips and paint strippers/abrasives, personal protective equipment (PPE): It is anticipated that existing metal surfaces affected by the contractor’s work could be coated with lead based paint. Contractor accumulates in contractor provided USCG approved containers, performs analysis and delivers to USCG for disposal. Analyze for toxicity characteristic leaching procedure (TCLP), Resource Conservation and Recovery Act (RCRA) 8 metals, and, for any sample failing TCLP, perform UHC testing.

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1.2.2.3 Asbestos containing wastes (if encountered): the contractor disposes of off Base.

1.2.2.4 Concrete Debris, asphalt debris, and excess clean soils: the contractor disposes off Base.

1.2.2.5 Other project wastes and general debris: contractor disposes off Base at approved landfill. Pick up waste and debris and place in covered containers furnished by the Contractor. Empty containers and remove waste and debris from Government property at least weekly. Remove wastes without spilling or contaminating streets, the site, and other areas.

1.2.2.6 Other regulated or hazardous waste stream(s) generated by the contractor in the performance of the contract (solvents, spent fuels or lubricants, empty aerosol containers etc) shall be managed on site IAW all laws and regulations, and disposed of by the contractor off Base in accordance with applicable laws and regulations.

1.2.3 Contaminated soils: As described in plans and project information, impacted soil and groundwater may be encountered during excavation and dewatering activities.

1.2.3.1 In accordance with approved plans, the contractor shall provide field screening by a QEP for all excavated soil.

1.2.3.2 Stockpile and sample in accordance with plans. Following sampling, remove excess soil from site to a USCG long term contaminated soil stockpile location, or to another location (if analytical results are less than ADEC cleanup levels).

1.2.3.3 Refer to bidding instructions for payment, and paragraph 1.7.

1.2.4 Hazardous Materials: Should hazardous materials meeting the EPA definition be discovered or developed on this project, the Contractor shall immediately notify the Contracting Office’s Representative (COR). The COR will give direction for proper packaging of the material. The contractor shall deliver the material to the USCG Hazardous Waste Storage Building, in accordance with the Base Kodiak UEG, for disposal at government expense.

1.2.5 Maintain on site throughout the duration of construction: Material Safety Data Sheets (MSDS) in accordance with Federal Acquisitions Regulation (FAR) 52.233-3, Hazardous Material Identification and Material Safety Data, for materials required by federal or State of Alaska environmental laws, or for which the permissible Exposure Limit (PEL), Ceiling Limit, Short Term Exposure Limit (STEL), or Threshold Limit Value (TLV) has been established, and the products are introduced to government property.

1.3 SUBMITTALS - Submit the following, which will contain all required information to manage the environmental aspects of the work:

1.3.1 Contractor Performed Surveys

1.3.1.1 Submit results of any contractor performed surveys.

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1.3.2 Environmental Protection Plan: Provide an Environmental Protection Plan which describes methods and procedures by which the contractor intends to minimize/mitigate adverse impact to the environment resulting from this work. Provide a general overview of the plan including its purpose, and general project information. As a minimum the plan shall document the contractor's understanding of the requirements as they pertain to this project, and means and methods for complying with requirements with the following elements included:

1.3.2.1 Submit name and qualifications of environmental manager responsible for plan management and oversite.

1.3.2.2 Submit name(s) and qualifications of Qualified Environmental Professional.

1.3.2.3 Solid Waste Disposal Plan: Identify all waste streams and methods for disposal for wastes to be generated from the contract’s work.

1.3.2.4 HAZMAT Abatement Procedures (when applicable):

a. Diagrammatic description of critical barriers to be employed (when applicable).

b. Description of engineering controls to be employed to prevent releases. Describe the engineering controls the contractor will employ to ensure no unexpected releases occur during construction.

c. Describe all activities, including: any sampling procedures, testing, waste accumulation areas and handling procedures, record keeping, and protection of adjacent areas.

d. Each work activity to be performed that could encounter hazardous materials shall be itemized as follows.

Who performs it.

What the training /certification is required for individuals performing the work.

Work Procedures, and PPE

Containment procedures

Who supervises this work from an environmental and worker safety viewpoint; ie: who is the Competent Person.

(If applicable) Describe waste accumulation procedures. Include Drum log procedures, etc.

Note: that any full drum shall be delivered to the USCG at BLDG N48, within 24 hours of being full.

The contractor's plan shall include appropriate training for all workers (not limited to the abatement subcontractors) who are involved in the task order work.

Air monitoring shall be considered at intervals during the activities to validate and confirm level of protection for workers.

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1.3.2.5 On-Site Petroleum Storage and Fueling and spill response; discuss management of temporary equipment fueling operations to include release prevention, on-site spill kit placement, and cleanup capabilities. Fuel and lubricate equipment in a manner that protects against spills and evaporation.

Provide a temporary berm around temporary fuel and liquid chemical storage tanks to contain the tank contents in the event of a leak or spill. A spill kit shall be provided and maintained for all on site fueling operations. Any petroleum storage tanks brought on site by the construction contractor for the purpose of storing fuel (diesel or gasoline) to be double walled or have weatherproof secondary containment.

1.3.2.6 Discuss project specific anticipated noise and dust concerns and controls.

1.3.2.7 Discuss methods for maintaining MSDS for all products introduced to the Base.

1.3.2.8 Provide a copy of all disposal manifests to the COR no later than 30 days after disposal.

1.3.3 Disposal Receipts

1.3.3.1 Submit receipts for disposal of: recycled materials and asbestos containing materials.

1.3.4 Submit approvals and correspondence related to ADEC permits for sewer, water and storm systems construction.

1.4 PROJECT RELATED ENVIRONMENTAL PERMITS, CONSULTATIONS &

CERTIFICATIONS

1.4.1 Timely acquisitions of all necessary related permits that are not included in the contract documents shall be the responsibility of the Contractor.

1.4.2 Except for those included in the contract documents, the contractor shall be responsible for identifying and obtaining all required permits, approvals, notifications, permits, notifications/permits, concurrences, consultations, and certifications (hereafter called permits) from federal, state, and local regulatory agencies.

1.4.3 Except for those included in the contract documents, the contractor is responsible to prepare all permit applications and to pay all permit application fees and associated costs as part of this contract. The contractor shall be responsible for incorporating all permit conditions and constraints and ensuring compliance with permits is maintained throughout the project.

1.4.4 Permit application packages shall be submitted in written form (in lieu of on-line/internet applications) to regulators wherever possible. On-line applications shall be accomplished by Contractor.

1.5 STORM WATER MANAGEMENT AND CONTROL

1.5.1 Requirements

1.5.1.1 The Work under this Section includes providing all labor, materials, tools and equipment necessary to construct and maintain erosion control works; including but not limited to, silt fences, settling ponds, hay or straw bale check dams, ditches, etc.

1.5.1.2 The Contractor shall provide for erosion and sediment control during construction in accordance with the project SWPPP.

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1.5.1.3 Burning on site is not permitted.

1.5.1.4 Concrete wash outs shall be contained, and properly disposed.

1.5.1.5 The work includes obtaining required permits from regulatory agencies, if applicable.

1.5.1.6 Water quality permits apply to this project. Requirements of the permits are to be addressed in the Contractor’s Plans.

1.5.2 STORM WATER SUBMITTALS AND REQUIREMENTS

1.5.2.1 A project SWPPP is required.

1.5.2.1.1 All planning shall include contingency provisions, including pre-staging of contingency response materials and equipment (Example: fabric, hay bales, sorbents to be readily available in contingency situations.

1.5.2.1.2 All planning shall include provisions for controlling and monitoring growth of disturbed areas, and identification of proposed stockpiles.

1.5.2.1.3 A MINIMUM REQUIREMENT for stockpile activities on USCG Base Kodiak is: all soils stockpiles will be covered or stabilized when not actively loading/unloading materials. This is a requirement regardless of other BMPs, regulations, or requirements of other agencies. The project plans may include additional requirements for stockpile management and stabilization. See Alaska Construction General Permit AKR100000 Sections 4.3.6 and 4.5 for required compliance.

1.5.2.1.4 Areas of the site where earth disturbing activities have temporarily ceased, need to be stabilized within 7 days or as soon as practicable. Covering is a form of temporary stabilization but it is not the only form of stabilization. The Alaska Construction General Permit Section 4.5 discusses temporary stabilization requirements.

1.5.2.1.5 Asphalt, concrete or other materials are generally exempt from this requirement, but shall be covered if they present a run-off sedimentation source to stormwater.

1.5.2.1.6 Submit "Erosion and Sediment Control Inspection Reports" to the Contracting Officer's Representative once every 7 calendar days and within 24 hours of a recordable/reportable storm event.

The report shall be attached to the Daily Contractor’s Inspection Report. Report on the condition of the installed erosion and sediment control devices, any damage to the devices, corrective actions taken, and effectiveness of the devices during the past storm or past 7 calendar days.

1.5.2.2 If submission to regulators is required: The contractor shall submit permit applications and plans to the Coast Guard for review prior to submitting them to the regulatory agencies. The contactor shall file plans, Notice of Intent (NOI) with the ADEC AFTER REVIEW AND APPROVAL BY THE GOVERNMENT, and shall file Notice of Termination (NOT) upon stabilization of the construction site.

The contractor is responsible for all fees related to this permitting process.

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1.5.3 EARTHWORK

1.5.3.1 Earthwork brought to final grade shall be immediately finished. Protect side and back slopes upon completion of rough grading. Plan and conduct earthwork to minimize the duration of exposure of unprotected soils. Use the following methods to prevent erosion, control sedimentation, and prevent waterborne soil from entering surface waters, ditches, and storm drain inlets:

1.5.3.2 Mechanical Control: Divert runoff by constructing ditches or berms, and then filter runoff using straw bale dikes, filter fabric dams, or other methods.

1.5.3.3 Sediment Basins: Trap sediment in temporary basins sized to accommodate the runoff of a local 50-year storm. Pump basins dry and remove accumulated sediment after each storm. Use a paved weir or vertical overflow pipe for overflow. Institute effluent quality monitoring programs.

1.5.3.4 Vegetation and Mulch: Provide temporary protection on side and back slopes as soon as rough grading is completed or sufficient soil is exposed to require protection to prevent erosion. Protect slopes by accelerated growth of vegetation, mulching, or netting. Stabilize slopes by hydroseeding, sodding, anchoring mulch or netting in place, or other methods.

1.5.4 MANAGEMENT

1.5.4.1 The Contractor shall install temporary erosion control structures as necessary and/or as directed by the Contracting Officer. They shall be maintained in effective operating condition at all times. Best Management Practices (BMPs) shall be cleaned, repaired, or replaced as necessary. Prior to completion of work, the Contractor shall clean and remove all silt and debris from the BMPs.

1.5.4.2 Temporary erosion control structures shall remain in place until replaced by permanent erosion control Work, or until the Contracting Officer approves their removal.

1.5.4.3 All temporary erosion control Work shall be incidental to the other items in the Contract. The Contractor shall be responsible for all permits required near streams and water bodies and, therefore, shall be responsible for the quality of the run- off water from the Project site and for any fine and penalties resulting from the construction operation.

1.5.5 TEMPORARY CONSTRUCTION

1.5.5.1 Remove traces of temporary construction such as haul roads, work areas, and stockpiles of materials. Restore areas of temporary construction to an equivalent or improved condition as existed before construction activities occurred.

1.5.6 COVERING OF METAL STOCKPILES AND MATERIALS

1.5.6.1 Unpainted metal supplies and materials delivered on Base shall be covered by tarps to prevent metal runoff to stormwater.

1.6 BANNED PRODUCTS

1.6.1 The following listed products are prohibited by law and Coast Guard regulation from incorporation into the work:

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1.6.1.1 Extremely Flammable Adhesives: In accordance with 16 CFR 1302 non-aerosol contact adhesives and similar liquids or semi-liquids with a flash point below 20F and consisting of 70% - 90% solvents by weight are prohibited.

1.6.1.2 Lead-Based Paint (LBP): In accordance with 16 CFR 1603, paint and similar surface coating materials that contain lead or lead compounds in excess of 0.06% of the dry film weight are prohibited.

Products and furnishings coated with LBP are also prohibited.

1.6.1.3 Asbestos Containing Material (ACM): In accordance with 16 CFR 1304, any patching or binding ACM that must be mixed with water or that is a ready-mix paste and does not contain resins or other bonding agents is prohibited. In accordance with 40 CR 61.148, the use of ACM for insulating and covering materials is prohibited if the material will be friable after installation.

1.6.1.4 CFC’s: In accordance with 40 CFR 82.66, air horns, cleaning fluid, flexible plastics, foam products aerosols and pressurized containing CFC’s are prohibited.

1.6.1.5 PCB’s: In accordance with 40CFR 761, items with a PCB concentration equal to or greater than 50 ppm are prohibited. Furthermore, no products containing any concentration of PCB’s are permitted.

1.6.1.6 Methyl Ethyl Keytone or products containing this chemical.

1.7 CONTAMINATED SOILS AND EXCAVATION WATER

1.7.1 Presence of contaminated soils are described in the reference documents. The construction contractor is required to execute the overall management of the site and any contaminated soils or water, in accordance with the reference documents and as required to satisfy ADEC requirements.

1.7.2 See bidding instructions for bid assumptions associated with contaminated soils and water.

1.7.3 Presence of oil contaminated soils will be an integral factor in the contractor’s work…