P-152 ATCT_FINAL SPEC_Vol 1_Div 00-08_2021-02-02.pdf

WORK ORDER NO. 1615009

Contract NO. N40080-17-D-0018

Installation Project No. P-152

SPECIFICATIONS

VOLUME 1 (DIV. 00 – 08)

FY 21 MCON PROJECT P-152 ATCT (WOLF)

Webster Field – Saint Inigoes, Maryland

PREPARED BY:

JACOBS

1100 North Glebe Road

Suite 500 Arlington, VA 22201

Architectural: Eric Rolaf, AIA Mechanical: Jerry Lemens, PE Interior: Heather McElroy, NCIDQ Plumbing: Chris Tanner, EIT Civil: Scott Davis, PE Electrical: Mathias Becker, PE Structural: Shervin Shafi, SE Communications: Scott Hansberry, PE Fire Protection: James Beals, PE ATFP: Brian Horstmann, SE, PE Specifications: Larry Adams, AIA Cybersecurity: Julianne Darwin, GICSP

Sust Design: Emily Reese, LEED AP BD+C

___________ ___Anhtan V. Le___________________________________________ Submitted By: Anhtan Le, AIA, LEED AP Date: 2 February 2021 Project Manager

Approved By: David A. Wolfel, RA Date:

Design Production Director

NAVFAC Project Manager: Cherry Cooper, RA Date:

UNCLASSIFIED / FOR OFFICIAL USE ONLY (U/FOUO)

THIS PAGE LEFT INTENTIONALLY BLANK

FY 21 MCON PROJECT P-152 ATCT (WOLF) ePROJECT NUMBER: 1615009

WEBSTER FIELD SAINT INIGOES, MD 2 FEBRUARY 2021

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 07 SEALS PAGE

00 01 15 LIST OF DRAWINGS

00 31 26 EXISTING HAZARDOUS MATERIAL INFORMATION

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 20 00.00 20 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 30 01.00 23 DESIGN, PROCUREMENT, AND INSTALLATION OF FURNITURE,

FIXTURES, AND EQUIPMENT

01 31 23.13 20 ELECTRONIC CONSTRUCTION AND FACILITY SUPPORT CONTRACT

MANAGEMENT SYSTEM

01 32 17.00 20 COST-LOADED NETWORK ANALYSIS SCHEDULES (NAS)

01 33 00 SUBMITTAL PROCEDURES

01 33 29 SUSTAINABILITY REPORTING

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 20 QUALITY CONTROL

01 45 35 SPECIAL INSPECTIONS

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 19.01 20 SUPPLEMENTAL TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00 PROJECT IDENTIFICATION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 78 24.00 20 FACILITY ELECTRONIC OPERATION AND MAINTENANCE SUPPORT

INFORMATION (eOMSI)

01 78 30.00 23 CADD DATA FOR GIS DELIVERABLES

01 91 00.15 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

02 82 00 ASBESTOS REMEDIATION

02 83 00 LEAD REMEDIATION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

DIVISION 05 - METALS

05 05 23.16 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 30 00 STEEL DECKS

PROJECT TABLE OF CONTENTS Page 1

VOLUME 1

05 51 00 METAL STAIRS

05 51 33 METAL LADDERS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

06 41 16.00 10 PLASTIC-LAMINATE-CLAD ARCHITECTURAL CABINETS

06 61 16 SOLID SURFACING FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 05 23 PRESSURE TESTING AN AIR BARRIER SYSTEM FOR AIR TIGHTNESS

07 14 00 FLUID-APPLIED WATERPROOFING

07 19 00 WATER REPELLENTS

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 27 10.00 10 BUILDING AIR BARRIER SYSTEM

07 42 63 FABRICATED WALL PANEL ASSEMBLIES

07 54 23 THERMOPLASTIC-POLYOLEFIN (TPO) ROOFING

07 60 00 FLASHING AND SHEET METAL

07 81 00 SPRAY-APPLIED FIREPROOFING

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 31 00 ACCESS DOORS AND PANELS

08 41 13 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

08 44 00 CURTAIN WALL AND GLAZED ASSEMBLIES

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 88 58 AIR TRAFFIC CONTROL TOWER CAB GLASS

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 22 00 SUPPORTS FOR PLASTER AND GYPSUM BOARD

09 29 00 GYPSUM BOARD

09 30 10 CERAMIC, QUARRY, AND GLASS TILING

09 51 00 ACOUSTICAL CEILINGS

09 62 38 STATIC-CONTROL FLOORING

09 65 00 RESILIENT FLOORING

09 69 13 RIGID GRID ACCESS FLOORING

09 84 20 ACOUSTICAL WALL PANELS

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 00.20 INTERIOR SIGNAGE

10 26 00 WALL AND DOOR PROTECTION

PROJECT TABLE OF CONTENTS Page 2

VOLUME 2

05 40 00 COLD-FORMED METAL FRAMING

05 50 13 MISCELLANEOUS METAL FABRICATIONS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 14 - CONVEYING EQUIPMENT

14 21 23 ELECTRIC TRACTION PASSENGER ELEVATORS

DIVISION 21 - FIRE SUPPRESSION

21 12 00 STANDPIPE SYSTEMS

21 13 13 WET PIPE SPRINKLER SYSTEMS, FIRE PROTECTION

DIVISION 22 - PLUMBING

22 00 00 PLUMBING, GENERAL PURPOSE

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

23 03 00.00 20 BASIC MECHANICAL MATERIALS AND METHODS

23 05 15 COMMON PIPING FOR HVAC

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 00 THERMAL INSULATION FOR MECHANICAL SYSTEMS

23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC

23 09 13 INSTRUMENTATION AND CONTROL DEVICES FOR HVAC

23 09 23.02 BACNET DIRECT DIGITAL CONTROL FOR HVAC AND OTHER BUILDING

CONTROL SYSTEMS

23 21 23 HYDRONIC PUMPS

23 25 00 CHEMICAL TREATMENT OF WATER FOR MECHANICAL SYSTEMS

23 30 00 HVAC AIR DISTRIBUTION

23 64 10 WATER CHILLERS, VAPOR COMPRESSION TYPE

23 81 23.00 20 COMPUTER ROOM AIR CONDITIONING UNITS

DIVISION 25 - INTEGRATED AUTOMATION

25 05 11.21 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 05 11.23 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 05 11.26 01 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

25 05 11.28 CYBERSECURITY FOR FACILITY-RELATED CONTROL SYSTEMS

DIVISION 26 - ELECTRICAL

26 08 00 APPARATUS INSPECTION AND TESTING

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 24 13 SWITCHBOARDS

26 27 14.00 20 ELECTRICITY METERING

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION

26 32 15.00 ENGINE-GENERATOR SET STATIONARY 15-2500 KW, WITH

AUXILIARIES

26 33 53 STATIC UNINTERRUPTIBLE POWER SUPPLY (UPS)

26 36 23 AUTOMATIC TRANSFER SWITCHES AND BY-PASS/ISOLATION SWITCH

26 41 00 LIGHTNING PROTECTION SYSTEM

PROJECT TABLE OF CONTENTS Page 3

VOLUME

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

28 08 10 ELECTRONIC SECURITY SYSTEM ACCEPTANCE TESTING

28 10 05 ELECTRONIC SECURITY SYSTEMS (ESS)

28 31 33.13 20 EXTERIOR FIRE REPORTING SYSTEM, RADIO TYPE

28 31 76 INTERIOR FIRE ALARM AND MASS NOTIFICATION SYSTEM,

ADDRESSABLE

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

31 62 13.20 PRECAST/PRESTRESSED CONCRETE PILES

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 20 BASE COURSE FOR RIGID AND SUBBASES FOR FLEXIBLE PAVING

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 17 23 PAVEMENT MARKINGS

32 31 13.53 HIGH-SECURITY FENCES (CHAIN LINK AND ORNAMENTAL) AND GATES

DIVISION 33 - UTILITIES

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 30 00 SANITARY SEWERAGE

33 31 23.00 10 SANITARY SEWER FORCE MAIN PIPING

33 32 16 PACKAGED UTILITY WASTEWATER PUMPING STATIONS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

33 82 00 TELECOMMUNICATIONS OUTSIDE PLANT (OSP)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 4

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 27 - COMMUNICATIONS

27 10 00 BUILDING TELECOMMUNICATIONS CABLING SYSTEM

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

SECTION 00 01 07

SEALS PAGE

11/14

CIVIL ENGINEER:

Robert A. Crowley License Number 45292 The State of Maryland Expiration Date: 5/21/2022

ARCHITECT:

Eric Lance Rolaf, Jr.

License Number 0401016999 The Commonwealth of Virginia Expiration Date: 08/31/2022

INTERIOR DESIGNER:

HHEATHER A. MCELROY

License Number 11851 The State of Texas Expiration Date: 10/31/2021

DOCUMENT 00 01 07 Page 1

LANCE ROLAF

No. 040

61 . z. z.. 2..02.1

{/21/21

STRUCTURAL ENGINEER:

Shervin Shafi License Number S5939 The State of California Expiration Date: 05/30/2022

FIRE PROTECTION ENGINEER:

James Albert Beals License Number 26777 The Commonwealth of Virginia Expiration Date: 8/31/2022

MECHANICAL ENGINEER:

Jerome J. Lemens License Number 34292 The State of Maryland Expiration Date: 5/15/2021

ELECTRICAL ENGINEER:

Mathias M. Becker License Number 029564 The Commonwealth of Virginia Expiration Date: 7/31/2021

DOCUMENT 00 01 07 Page 2

EXP:

06/30/22

01/22/2021

TELECOMMUNICATIONS ENGINEER:

Scott L. Hansberry License Number 112947 The Registered Communications Distribution Designer (RCCD) Expiration Date: 12/31/2021

DOCUMENT 00 01 07 Page 3

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DOCUMENT 00 01 07 Page 4

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

SHEET

NO.

REVISON

NO.

NAVFAC

DWG NO.

SHEET TITLE

GENERAL

G-001 13133118 COVER SHEET

G-002 13133119 SHEET INDEX

G-003 13133120 GENERAL NOTES, ABBREVIATIONS

HAZMAT

H-101 13133122 HAZMAT ABATEMENT PLAN - EXIST WOLF ATCT FLOOR

CIVIL

C-001 13133123 LEGEND, ABBREVIATIONS, & GENERAL NOTES

VF101 13133124 TOPOGRAPHIC SURVEY

VF102 13133125 TOPOGRAPHIC SURVEY

VF103 13133126 TOPOGRAPHIC SURVEY

CD101 13133127 SITE DEMOLITION PLAN - EX. SITE

CD102 13133128 SITE DEMOLITION PLAN - NEW SITE

CD103 13133129 SITE DEMOLITION PLAN - NEW SITE

CE001 13133130 E & S CONTROL GENERAL NOTES

CE101 13133131 E & S CONTROL PLAN - EX. SITE

CE102 13133132 E & S CONTROL PLAN - NEW SITE - PHASE I

CE103 13133133 E & S CONTROL PLAN - NEW SITE - PHASE I

CE104 13133134 E & S CONTROL PLAN - NEW SITE - PHASE II

CE105 13133135 E & S CONTROL PLAN - NEW SITE - PHASE II

CE501 13133136 E & S CONTROL DETAILS

CE502 13133137 E & S CONTROL STABILIZATION NOTES

CE503 13133138 E & S CONTROL STABILIZATION NOTES

CS101 13133139 SITE LAYOUT AND MATERIALS PLAN

CS102 13133140 SITE LAYOUT AND MATERIALS PLAN

CS501 13133141 SITE DETAILS

CS502 13133132 SITE DETAILS

CS503 13133143 SITE DETAILS

CS504 13133144 SITE DETAILS

CS505 13133145 SITE DETAILS

CG101 13133146 SITE GRADING AND DRAINAGE PLAN - EX. SITE

CG102 13133147 SITE GRADING AND DRAINAGE PLAN - NEW SITE

CG103 13133148 SITE GRADING AND DRAINAGE PLAN - NEW SITE

CU101 13133149 SITE UTILITY PLAN

CU102 13133150 SITE UTILITY PLAN

CU103 13133151 PUMP STATION PLAN AND PROFILE

DOCUMENT 00 01 15 Page 1

SHEET

NO.

REVISON

NO.

NAVFAC

DWG NO.

SHEET TITLE

CU201 13133152 UTILITY PROFILES

CU501 13133153 SANITARY LIFT STATION PLAN, ELEVATION AND

SCHEMATIC

CU502 13133154 SITE UTILITY DETAILS

CU503 13133155 SITE UTILITY DETAILS

CU504 13133156 SITE UTILITY DETAILS

CU701 13133157 WIND BIRD CONNECTION - AIRFIELD PHASING PLAN

B-601 13133158 BORING LOCATION MAP & GEOTECHNICAL INFO

B-602 13133159 BORE LOGS

B-603 13133160 BORE LOGS

LIFE SAFETY

LS001 13133162 LIFE SAFETY GENERAL NOTES, SYMBOLS AND

ABBREVIATIONS

LS101 13133163 LIFE SAFETY FLOOR PLAN - LEVEL 1

LS102 13133164 LIFE SAFETY FLOOR PLAN - LEVEL 2

LS103 13133165 LIFE SAFETY FLOOR PLAN - LEVELS 3-6

LS104 13133166 LIFE SAFETY FLOOR PLAN - LEVEL 7

STRUCTURAL

S-001 13133167 GENERAL STRUCTURAL NOTES, DESIGN LOADS

S-002 13133168 GENERAL STRUCTURAL NOTES

S-003 13133169 GENERAL STRUCTURAL ABBREVIATIONS

S-004 13133170 WIND UPLIFT DIAGRAMS

S-101 13133171 FOUNDATION PLAN

S-102 13133172 FRAMING PLANS - LEVEL 2 AND LOWER ROOF PLAN

S-103 13133173 FRAMING PLANS - LEVEL 3,4, 5, 6

S-104 13133174 FRAMING PLANS - CATWALK AND CAB FLOOR PLAN

S-105 13133175 FRAMING PLANS - CAB ROOF FRAMING PLAN

S-201 13133176 CONCRETE WALL ELEVATIONS

S-202 13133177 CONCRETE WALL ELEVATIONS

S-203 13133178 METAL PANEL FRAMING ELEVATIONS

S-301 13133179 WALL SECTIONS

S-401 13133180 ENLARGED PLANS

S-501 13133181 TYPICAL CONCRETE DETAILS

S-502 13133182 TYPICAL CONCRETE DETAILS

S-503 13133183 TYPICAL STEEL DETAILS

S-504 13133184 TYPICAL STEEL DECK DETAILS

S-505 13133185 STRUCTURAL DETAILS

S-506 13133186 STRUCTURAL DETAILS

S-507 13133187 STRUCTURAL DETAILS

ARCHITECTURE

AD101 13133189 DEMOLITION - EXISTING WOLF ATCT FLOOR PLANS

AD201 13133190 DEMOLITION - EXISTING WOLF ATCT OVERALL

BUILDING ELEVATIONS - NORTH AND WEST

AD202 13133191 DEMOLITION - EXISTING WOLF ATCT OVERALL

BUILDING ELEVATIONS - SOUTH AND EAST

AD203 13133192 DEMOLITION - EXISTING WOLF ATCT ENGINE

GENERATOR

A-001 13133193 AIR BARRIER DIAGRAMS - PLANS

A-002 13133194 AIR BARRIER DIAGRAMS - SECTIONS

A-101 13133195 FLOOR PLAN - LEVEL 1

A-102 13133196 FLOOR PLAN - LEVEL 2 AND LOWER ROOF PLAN

A-103 13133197 FLOOR PLANS - LEVEL 3, 4, 5, 6

A-104 13133198 FLOOR PLANS - CAB FLOOR PLAN AND ROOF PLAN

DOCUMENT 00 01 15 Page 2

SHEET

NO.

REVISON

NO.

NAVFAC

DWG NO.

SHEET TITLE

A-105 13133199 FLOOR PLAN - CAB UNDERFLOOR COORDINATION PLAN

A-151 13133200 REFLECTED CEILING PLAN - LEVEL 1

A-152 13133201 REFLECTED CEILING PLAN - LEVEL 2

A-153 13133202 REFLECTED CEILING PLAN - LEVELS 3, 4, 5, 6

A-154 13133203 REFLECTED CEILING PLAN - CAB

A-201 13133204 OVERALL BUILDING ELEVATIONS - NORTH AND WEST

A-202 13133205 OVERALL BUILDING ELEVATIONS - SOUTH AND EAST

A-203 13133206 CATWALK SOFFIT AND ENTRY CANOPY ELEVATIONS

A-250 13133207 ENLARGED EXTERIOR ELEVATIONS - REVEAL

PATTERNING

A-301 13133208 OVERALL BUILDING SECTIONS

A-310 13133209 WALL SECTIONS

A-315 13133210 ENLARGED CAB SECTION

A-401 13133211 STAIR PLANS AND DETAILS

A-402 13133212 STAIR SECTIONS AND DETAILS

A-403 13133213 STAIR SECTIONS AND DETAILS

A-410 13133214 ELEVATOR PLANS

A-420 13133215 ENLARGED RESTROOM AND JANITORS CLOSET PLANS

A-421 13133216 RESTROOM ELEVATIONS

A-501 13133217 CAB PLAN DETAILS

A-502 13133218 PLAN DETAILS

A-503 13133219 PLAN DETAILS

A-510 13133220 CAB SECTION DETAILS

A-511 13133221 SECTION DETAILS

A-512 13133222 SECTION DETAILS

A-513 13133223 SECTION DETAILS

A-601 13133224 PARTITION SCHEDULE

A-602 13133225 DOOR SCHEDULE AND DETAILS

A-603 13133226 LOUVER SCHEDULE AND WINDOW SCHEDULE

A-610 13133227 FINISH SCHEDULES

A-611 13133228 EXTERIOR FINISH SCHEDULE

INTERIORS

I-101 13133231 INTERIOR FINISH & SIGNAGE PLAN - LEVEL 1

I-102 13133232 INTERIOR FINISH & SIGNAGE PLAN - LEVEL 2

I-103 13133233 INTERIOR FINISH & SIGNAGE PLAN - LEVELS 3, 4,

5, 6

I-104 13133234 INTERIOR FINISH & SIGNAGE PLAN - CAB

I-111 13133235 FURNITURE, FIXTURES & EQUIPMENT PLAN - LEVEL 1

I-112 13133236 FURNITURE, FIXTURES & EQUIPMENT PLAN - LEVEL 2

I-113 13133237 FURNITURE, FIXTURES & EQUIPMENT PLAN - LEVELS

3, 4, 5, 6

I-114 13133238 FURNITURE, FIXTURES & EQUIPMENT PLAN - CAB

I-201 13133239 MILLWORK ELEVATIONS & DETAILS

I-501 13133240 SIGNAGE SCHEDULE

I-502 13133241 SIGNAGE DETAILS

FIRE PROTECTION

F-001 13133244 FIRE PROTECTION GENERAL NOTES AND SYMBOLS

FA101 13133245 FIRE ALARM PLAN - LEVEL 1

FA102 13133246 FIRE ALARM PLAN - LEVEL 2

DOCUMENT 00 01 15 Page 3

SHEET

NO.

REVISON

NO.

NAVFAC

DWG NO.

SHEET TITLE

FA103 13133247 FIRE ALARM PLANS - LEVELS 3-6

FA104 13133248 FIRE ALARM PLAN - LEVEL 7

FA501 13133249 FIRE ALARM DETAILS

FS101 13133250 FIRE SUPPRESSION PLAN - LEVEL 1

FS102 13133251 FIRE SUPPRESSION PLAN - LEVEL 2

FS103 13133252 FIRE SUPPRESSION FLOOR PLANS - LEVELS 3-6

FS104 13133253 FIRE SUPPRESSION PLAN - LEVEL 7

FS501 13133254 FIRE SUPPRESSION - DETAILS

PLUMBING

P-001 13133257 PLUMBING LEGEND AND GENERAL NOTES

P-101 13133258 PLUMBING SANITARY & VENT FLOOR PLAN - LEVEL 1

P-102 13133259 PLUMBING SANITARY & VENT FLOOR PLAN - LEVEL 2

AND LOWER ROOF PLAN

P-103 13133260 PLUMBING SANITARY & VENT FLOOR PLAN - LEVELS

3, 4, 5 & 6

P-104 13133261 PLUMBING SANITARY & VENT FLOOR PLAN - CAB

FLOOR PLAN AND ROOF PLAN

P-105 13133262 PLUMBING DOMESTIC WATER FLOOR PLAN - LEVEL 1

P-106 13133263 PLUMBING DOMESTIC WATER FLOOR PLAN - LEVEL 2

AND LOWER ROOF PLAN

P-107 13133264 PLUMBING DOMESTIC WATER FLOOR PLAN - LEVELS

3, 4, 5 & 6

P-108 13133265 PLUMBING DOMESTIC WATER FLOOR PLAN - CAB

FLOOR PLAN AND ROOF PLAN

P-301 13133266 PLUMBING SECTIONS

P-501 13133267 PLUMBING DETAILS

P-502 13133268 PLUMBING DETAILS

P-601 13133269 PLUMBING SCHEDULES

P-602 13133270 PLUMBING SCHEDULES

P-901 13133271 PLUMBING RISER DIAGRAMS - SANITARY & VENT

P-902 13133272 PLUMBING RISER DIAGRAMS - DOMESTIC WATER

MECHANICAL

M-001 13133275 MECHANICAL SYMBOLS, ABBREVIATIONS AND GENERAL

NOTES

M-101 13133276 MECHANICAL FLOOR PLAN - LEVEL 1

M-102 13133277 MECHANICAL FLOOR PLAN - LEVEL 2

M-103 13133278 MECHANICAL FLOOR PLANS - LEVEL 3, 4, 5, 6

M-104 13133279 MECHANICAL FLOOR PLANS - CAB AND ROOF

M-105 13133280 MECHANICAL FLOOR PLAN PIPING - LEVEL 1

M-106 13133281 MECHANICAL FLOOR PLAN PIPING - LEVEL 2

M-107 13133282 MECHANICAL FLOOR PLANS PIPING - LEVEL 3, 4,

5, 6

M-301 13133283 MECHANICAL SECTIONS

M-501 13133284 MECHANICAL DETAILS

M-502 13133285 MECHANICAL DETAILS

M-601 13133286 MECHANICAL SCHEDULES

M-602 13133287 MECHANICAL SCHEDULES

M-603 13133288 MECHANICAL SCHEDULES

M-604 13133289 MECHANICAL CHILLED WATER DIAGRAM

M-801 13133290 CONTROLS LEGENDS AND ABBREVIATIONS

M-802 13133291 CONTROL DIAGRAMS

M-803 13133292 CONTROL DIAGRAMS

DOCUMENT 00 01 15 Page 4

SHEET

NO.

REVISON

NO.

NAVFAC

DWG NO.

SHEET TITLE

M-804 13133293 CONTROL DIAGRAMS

M-805 13133294 CONTROL DIAGRAMS

M-806 13133295 POINT SCHEDULES

M-807 13133296 POINT SCHEDULES

M-808 13133297 POINT SCHEDULES

M-809 13133298 POINT SCHEDULES

M-810 13133299 POINT SCHEDULES

M-811 13133300 POINT SCHEDULES

M-812 13133301 SEQUENCE OF OPERATION

M-813 13133302 SEQUENCE OF OPERATION

M-814 13133303 SEQUENCE OF OPERATION

ELECTRICAL

E-001 13133306 ELECTRICAL SYMBOLS, GENERAL ELECTRICAL NOTES

AND ABBREVIATIONS

ES101 13133307 ELECTRICAL SITE PLAN

EL101 13133308 LIGHTING PLAN - LEVEL 1

EL102 13133309 LIGHTING PLAN - LEVEL 2

EL103 13133310 LIGHTING PLAN - LEVEL 3, 4, 5, 6

EL104 13133311 LIGHTING PLAN - CAB AND CAB ROOF

EL105 13133312 LIGHTING - STAIR

EP101 13133313 POWER PLAN - LEVEL 1

EP102 13133314 POWER PLAN - LEVEL 2

EP103 13133315 POWER PLAN - LEVEL 3, 4, 5, 6

EP104 13133316 POWER PLAN - CAB AND CAB ROOF

EP105 13133317 CONDUIT ROUTING PLAN - LEVEL 1

EP106 13133318 CONDUIT ROUTING PLAN - LEVELS 4 AND 6

EG101 13133319 GROUNDING AND LIGHTNING PROTECTION PLAN -

LEVEL 1

EG102 13133320 GROUNDING AND LIGHTNING PROTECTION PLAN -

LEVEL 2

EG103 13133321 GROUNDING AND LIGHTNING PROTECTION PLAN -

LEVEL 3, 4, 5, 6

EG104 13133322 GROUNDING AND LIGHTNING PROTECTION PLAN - CAB

AND CAB ROOF

E-201 13133323 ELECTRICAL ELEVATIONS

E-202 13133324 ELECTRICAL ELEVATIONS

E-203 13133325 ELECTRICAL ELEVATIONS

E-501 13133326 ELECTRICAL DETAILS

E-502 13133327 ELECTRICAL DETAILS

E-503 13133328 ELECTRICAL DETAILS

E-504 13133329 ELECTRICAL DETAILS

E-505 13133330 ELECTRICAL DETAILS

E-506 13133331 ELECTRICAL DETAILS

E-507 13133332 ELECTRICAL DETAILS

E-508 13133333 ELECTRICAL DETAILS

E-509 13133334 LIGHTNING PROTECTION DETAIL

E-601 13133335 POWER ONE-LINE DIAGRAM

E-602 13133336 POWER DISTRIBUTION SYSTEM GROUNDING RISER

DIAGRAM

E-603 13133337 SIGNAL REFERENCE STRUCTURE GROUNDING RISER

DIAGRAM

E-604 13133338 ELECTRIC SNOW MELTING SYSTEM - HEAT TRACE

CONNECTION DIAGRAM

E-605 13133339 POWER METERING - CONNECTION DIAGRAM

DOCUMENT 00 01 15 Page 5

SHEET

NO.

REVISON

NO.

NAVFAC

DWG NO.

SHEET TITLE

E-701 13133340 MECHANICAL EQUIPMENT CONNECTION SCHEDULE

E-702 13133341 FEEDER SCHEDULE

E-703 13133342 LIGHTING FIXTURE SCHEDULE

E-704 13133343 INTERIOR LIGHTING FIXTURE DETAILS

E-705 13133344 EXTERIOR LIGHTING FIXTURE DETAILS

E-706 13133345 PANELBOARD SCHEDULES

E-707 13133346 PANELBOARD SCHEDULES

E-708 13133347 PANELBOARD SCHEDULES

E-709 13133348 PANELBOARD SCHEDULES

TELECOMMUNICATIONS

T-001 13133350 SYSTEMS LEGEND

TS101 13133351 COMMUNICATIONS SITE PLAN - OVERALL

TS102 13133352 COMMUNICATIONS SITE PLAN

T-101 13133353 COMMUNICATIONS PLAN - LEVEL 1

T-102 13133354 COMMUNICATIONS PLAN - LEVEL 2

T-103 13133355 COMMUNICATION PLANS - LEVELS 3, 4, 5 AND 6

T-104 13133356 COMMUNICATION PLANS - CAB AND ROOF PLANS

T-201 13133357 RACK ELEVATIONS

T-202 13133358 ATC RACK ELEVATIONS

T-401 13133359 ENLARGED PLANS

T-402 13133360 ENLARGED PLAN

T-501 13133361 OUTLET DETAILS

T-502 13133362 CABLE TRAY AND DUCT BANK DETAILS

T-503 13133363 GROUNDING DETAILS

T-504 13133364 OPERATION CONTROL SYSTEM (OCS) DETAILS

T-601 13133365 VOICE AND DATA ONE-LINE DIAGRAM

T-602 13133366 OPERATIONAL CONTROL SYSTEM ONE-LINE DIAGRAM

-- End of Document --

DOCUMENT 00 01 15 Page 6

SECTION 00 31 26

EXISTING HAZARDOUS MATERIAL INFORMATION

11/15

PART 1 GENERAL

1.1 HAZARDOUS MATERIAL REPORTS

The following reports are provided for information only.

HAZARDOUS MATERIAL INSPECTION REPORT, Air Traffic Control Tower, Building 8145, Naval Air Station Patuxent River, MD, Webster Field OLF;

February 2018 by AH Environmental Consultants, Inc.

Refer to Division 02 for requirements for hazardous material removal.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 31 26 Page 1

DOCUMENT 00 31 26 Page 2

Prepared For:

Hazardous Material Inspection Report

Building 8145- ATC Tower NAS Patuxent River- Webster Outlying Landing Field (WOLF)

March 2019

Environmental Consultants

ATTACHMENT 20 - HAZARDOUS MATERIAL REPORT

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HAZARDOUS MATERIAL INSPECTION REPORT

Air Traffic Control Tower Building 8145

Naval Air Station Patuxent River, MD Webster Field OLF

Prepared For:

NAVAL FACILITIES ENGINEERING COMMAND

Washington and

Wiley Wilson

Contract No.: N40080-15-D-0452 Job Order No.: 5EWLF0 Project No.: FY2021, MILCON P152

February 2018

AH Environmental Consultants, Inc.

11837 Rock Landing Drive Suite 300

Newport News, Virginia 23606

HAZARDOUS MATERIAL INSPECTION

WOLF ATC, BLDG. 8145

PAX RIVER, MD TABLE OF CONTENTS

AH Environmental Consultants i March 2019 122-120

EXECUTIVE SUMMARY .................................................................................. III

1. ASBESTOS .......................................................................................... 1-1

1.1 ASBESTOS INSPECTION ............................................................................ 1-3

1.1.1 ACM Notes ................................................................................. 1-4

1.2 CERTIFICATION ........................................................................................ 1-5

2. LEAD .................................................................................................... 2-1

2.1 SAMPLING ................................................................................................ 2-2

2.2 XRF RANGES .......................................................................................... 2-3

2.3 LEAD COMPONENTS .................................................................................. 2-3

2.3.1 Lead components ....................................................................... 2-3

2.3.2 Elevated lead components .......................................................... 2-4

2.3.3 Lead of concern components ...................................................... 2-4

2.3.4 Detectable lead components ....................................................... 2-4

2.4 LEAD COMMENTS/ RECOMMENDATIONS ..................................................... 2-4

2.5 CERTIFICATION ........................................................................................ 2-5

3. OTHER POTENTIALLY HAZARDOUS MATERIALS ........................... 3-1

3.1 MERCURY ................................................................................................ 3-1

3.1.1 Lamps ......................................................................................... 3-2

3.1.2 Mercury Switch Inspection .......................................................... 3-2

3.1.3 Mercury Thermometers ............................................................... 3-2

3.2 PCBS ...................................................................................................... 3-2

3.3 BATTERIES............................................................................................... 3-3

3.4 RECOMMENDATIONS ................................................................................. 3-3

3.5 CERTIFICATION ........................................................................................ 3-4

PAX RIVER, MD TABLE OF CONTENTS

AH Environmental Consultants ii March 2019

TABLES

TABLE PAGE

Table 1-1 Asbestos Sample Summary ................................................................ 1-4

APPENDICES

A. Hazmat Inspection Drawings

B. Inspection Photo-Log

C. Laboratory and XRF Reports of Analysis

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AH Environmental Consultants iii March 2019 122-120

EXECUTIVE SUMMARY

AH Environmental Consultants (AH) has prepared this Hazardous Material Inspection

Report for the use of the Naval Facility Engineering Command (NAVFAC) and Wiley

Wilson engineers to provide information concerning asbestos building materials, lead containing paints, or other recognized hazardous materials (HAZMAT) identified at

Naval Air Station Patuxent River, Webster Outlying Landing Field (WOLF), Air Traffic

Control (ATC) Building 8145 that may be impacted by work associated with the planned demolition work. The project was conducted under contract N40080-15-D-

2401, task order 5EWLF0, Military Construction (MILCON) FY2021 project P152, and as AH project #122-120.

This site inspection and assessment was conducted by AH staff and involved sampling of suspect asbestos containing materials (ACM), testing of paint/coatings, and other known potentially hazardous materials (HAZMAT) including Resource

Conservation and Recovery Act (RCRA) metals anticipated to be impacted by the proposed renovations at the site.

The primary HAZMAT concern for the building appears to be a non-friable ACM identified on the exterior where the source and function are unknown. The precise means and methods to handle the identified hazardous materials are covered under project specifications, separate from this document.

Inspection at the facility was conducted 22 February 2019 which included identification, sample collection and analysis, evaluation of paint/ coatings and suspect ACM, and inventory of other potentially hazardous materials that could impact planned work actions.

Asbestos inspection information is provided in Section 1. Lead inspection information is provided in Section 2. Other potentially hazardous material (OPHM) issues are contained in Section 3.

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AH Environmental Consultants iv March 2019 122-120

Site drawings indicating sample locations and information concerning the location of

HAZMAT are provided in Appendix A, a reference photo-log is included in Appendix

B, and the laboratory and XRF reports of analysis for all samples collected are provided in Appendix C.

WOLF ATC, BLDG. 8145 SECTION 1

PAX RIVER, MD ASBESTOS

AH Environmental Consultants 1-1 March 2019 122-120

1. ASBESTOS

There is a well-known link between the inhalation of asbestos fibers and various diseases such as asbestosis, mesothelioma, lung and other cancers. As a result, the

Asbestos Hazard Emergency Response Act (AHERA, 40 CFR Part 763) was enacted. An AHERA inspection requires an accredited inspector to visually inspect and assess the condition of all known or assumed friable asbestos-containing building materials (ACM); to visually inspect non-friable ACM and touch it to determine friability; and to identify homogeneous areas of friable materials. The

National Emission Standards for Hazardous Air Pollutants (NESHAPs) require thorough inspections for asbestos in structures before renovation or demolition.

The intent of this inspection was to provide sufficient information to involved parties that may impact the demolition and renovations of area equipment and to prepare adequate abatement specifications for such. Bulk sampling of suspect ACM was performed. Samples were analyzed utilizing Polarized Light Microscopy (PLM) with dispersion staining (EPA method 600/M4/82/020). The accredited laboratory reports of analysis are provided in Appendix C.

The sample identification system of this report consists of a three-unit sample identification number. For example, 44-01-03 would indicate that the sample was collected from Area 44, homogenous area one, and was the third sample collected [of that homogenous material] during the inspection. These sample numbers match the chain-of-custody, lab reports of analysis, and sample identification numbers on the drawings (Appendix A). No historical sample data was provided or referenced for this project.

Sample result summaries are provided in table format. Note that NAD in the % asbestos column indicates that there was No Asbestos Detected in the sample.

Some sample results in this column may be displayed in this report with a slash between two numbers, (#/#). The first number represents the first material listed

PAX RIVER, MD ASBESTOS

AH Environmental Consultants 1-2 March 2019 122-120 under the material location/description and the second number represents the second material listed. Sampled materials that contain asbestos are highlighted in bold red and underlined, although none were identified.

The samples are also grouped into homogeneous material/area groups.

Homogeneous materials are suspect materials that are uniform by color, texture, construction/application date and general appearance. Photos are included in the reference photo-log (Appendix B) for assistance in later material identification.

Sample summary tables also distinguish whether materials are considered friable

(able to be crushed or pulverized by hand pressure) or non-friable (not able to be crushed or pulverized by hand pressure) for the purpose of determining the ACM category. The collected samples were at least l cubic centimeter and were placed in a sealed container at the time of collection. Appropriate precautions were taken to prevent exposure to those present in or around the facility during the collection of samples, including wet collection methods.

As previously mentioned, the asbestos NESHAP (40 CFR 61, subpart M) requires a thorough inspection for asbestos in structures before the renovation or demolition of those structures. Materials determined to be ACM (containing greater than 1% asbestos) must also be categorized for removal and demolition purposes. The various categories for ACM are shown in the following chart.

ACM Category (NESHAP)

Categories Typical Material Type Guidance for RACM

Friable ACM Pipe insulation fittings Able to crush with hand pressure

Cat I, Non-friable

Floor coverings, Roofing products, Gaskets

Non-friable materials that have become friable, or Non-friable material that is or will be damaged due to sanding, grinding, cutting, or abrading

Cat II, Non-friable

Cement siding (Transite), Significantly damaged tile

Non-friable material that has a high probability of becoming or has become friable by forces expected to act on the material in the course of renovation or demolition

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Any ACM that is Friable, or Category I and II Non-friable that meets the qualifications to be considered a Regulated Asbestos-Containing Material (RACM), must be removed prior to demolition or disturbance that would break up, dislodge, or similarly destroy the material or preclude access to the material for subsequent removal.

The findings of the asbestos inspection are detailed in the following section, including recommendations for action.

1.1 ASBESTOS INSPECTION

Visual surveys were performed of accessible suspect ACM of Building 8145.

Construction date was estimated 1983 based on a plaque affixed to the exterior. The area appears to have had limited renovations.

The asbestos survey of identified eight (8) unique homogenous suspect materials.

These materials were considered likely to be impacted by planned work. The homogenous materials identified include:

2x4 Ceiling tiles 12” Floor tile and adhesive 12” Acoustical tiles Miscellaneous sealant Vinyl base cove and adhesive Residual mastic/ adhesive

Bulk sampling was performed on the suspect ACM anticipated to be disturbed during renovations. Twenty-three (23) samples were collected for asbestos analysis which included thirty-two (32) individual layer analyses. A summary of sample results are provided in Table 1-1. ACM was identified, but the source and purpose is unknown as it was found as debris on the exterior.

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Table 1-1 Asbestos Sample Summary

Sample # Description (level) Asbestos

Friable?

8145-01-01 8145-01-02

2x4 Ceiling tile (03) 2x4 Ceiling tile (03) NAD N/A

8145-02-01 8145-02-02 8145-02-03 8145-02-04 8145-02-05 8145-02-06 8145-02-07

12” Beige tile and adhesive (03) 12” Lt. Blue tile and adhesive (02)

12” Tan w/brown tile and adhesive (01) 12” Lt. Blue tile and adhesive (01) 12” Beige tile and adhesive (GRD) 12”Black tile and adhesive (GRD) 12” Black tile and adhesive (GRD)

NAD N/A

8145-03-01 8145-03-02 8145-03-03 8145-03-04 8145-03-05 8145-03-06 8145-03-07

12” Acoustical tile I (03) 12” Acoustical tile I (03) 12” Acoustical tile II (03) 12” Acoustical tile III (03) 12” Acoustical tile III (02) 12” Acoustical tile III (01)

12” Acoustical tile III (GRD)

NAD N/A

8145-04-01 8145-04-02

Misc. sealant, gray at tile edge (01) Misc. sealant, black at stairs (GRD) NAD N/A

8145-05-01 8145-05-02

4” Blue vinyl base and adhesive (01) 4” Black vinyl base and adhesive (GRD) NAD N/A

8145-06-01 Misc. sealant, gray at A/C unit NAD N/A 8145-07-01 Residual mastic/ adhesive (GRD) NAD N/A 8145-08-01 Misc. sealant, black (ext. GRD) 3 NO

End Table

1.1.1 ACM Notes

HM08: Miscellaneous sealant, black. This ACM was identified on the exterior ground as debris, adhered to a concrete walkway. No obvious source could be identified. The material had a consistency of caulking, and was flat and thin. It is theorized the material is window sealant from the ATC observation windows.

However, it is possible the material is from the main roof or from between prefabricated building panels (both not accessible for confirmation). There is an estimated 16 square foot area where the debris is identified, although the quantity may be upwards of 288 linear feet if used as sealant on the tower windows.

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AH Environmental Consultants 1-5 March 2019 122-120

1.2 CERTIFICATION

The AIHA and NVLAP Accredited laboratory selected to analyze the bulk samples for asbestos content by PLM and NIOSH method 7402 methods, equivalent to the

"Interim Method for the Determination of Asbestos in Bulk Insulation Samples”

(Appendix A to Subpart F in 40 CFR Part 763) was:

SANAIR TECHNOLOGIES LABORATORY, INC.

1551 OAKBRIDGE DR, SUITE B

POWHATAN, VA 23139

(804) 897-1177

The inspector who physically surveyed for ACM at the facility and who has received

EPA-approved training as an asbestos inspector and management planner is:

DAVID W. DOBSON

AH ENVIRONMENTAL CONSULTANTS, INC.

11837 ROCK LANDING DRIVE, SUITE 300

NEWPORT NEWS, VA 23608

(757) 873-4959

SIGNATURE OF INSPECTOR:

The above-signed inspectors certify information contained within this asbestos inspection report is true and correct concerning site conditions at the time of survey only. Every reasonable attempt was made to identify all ACM. However, locations not accessible such as wall interiors may contain materials not yet identified.

PAX RIVER, MD ASBESTOS

AH Environmental Consultants 1-6 March 2019

WOLF ATC, BLDG. 8145 SECTION 2

PAX RIVER, MD LEAD

AH Environmental Consultants 2-1 March 2019 122-120

2. LEAD

Since 1971, industry has been required to protect workers from exposure to lead through engineering and work practice controls. The current OSHA regulations 29

CFR 1926.62 set the following limits for lead exposure including a permissible exposure limit (PEL) lead of 50 micrograms per cubic meter (µg/m3), and an action level of 30 µg/m3, as determined using an 8-hour time weighted average. Since lead-based paint has been determined to be a health threat, assessment for the presence of lead-based paint is required in order to prevent occupational exposure to personnel or the general public, and to enact appropriate control measures for lead hazards.

OSHA and EPA regulations must be followed when renovation or demolition work affects any lead based paint (LBP) or paints with detectable RCRA metal levels referred to as paint containing lead (PCL). Bulk material collection was used as the primary testing method for the project site, including the soils. Waste stream sampling was not conducted as the mass of waste material could not be determined at this time. However, most material is believed to be demolished and removed as recyclable material and non-painted components and thus exempt from testing.

The preconstruction inspections primary purpose is to identify major building components containing lead in order to properly address the lead during renovation/ demolition that may be impacted by the proposed work for the purpose of OSHA compliance. The inspection was conducted using the EPA’s work practice standards for conducting lead-based paint activities (40 CFR 745.227) as a guide and all State and local regulations.

Disturbance of paint containing lead requires special training and initial exposure monitoring at a minimum. Above >0.75 mg/cm2 (XRF), paint is considered to be lead-based. However, in the interest of safety, lower thresholds are utilized in construction since OSHA standards 29 CFR 1926.62 (Lead in Construction) are invoked if any lead is present in the paint; there is no minimum concentration level.

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These standards set forth the regulations that apply with regards to construction or renovation of painted materials or structures that contain detectable amounts of lead and not necessarily lead pigment containing items that have been manufactured.

An Innov-X, X-ray tube source, XRF instrument was used for this inspection (model

#a-4000, serial number 9897). The unit was operated by a factory trained user, David Dobson, in the standard lead paint test mode using the rules and procedures found in the Performance Characteristic Sheet (PCS) for the instrument. The XRF is not substrate dependent according the PCS, so no substrate corrections were required. The XRF was calibrated prior to use and at the end of the testing, and/or every four hours, whichever came first. Calibrations are noted on the X-ray fluorescence data sheets included in Appendix C. Quality control included calibrations to the NIST standard for XRF sampling and duplicate testing of the same component.

2.1 SAMPLING

XRF sampling does not require collection of material and is considered non-destructive. This state-of-the-art method for determining the composition of painted surfaces can quickly determine if a surface contains LBP/PCL or not, and provides sufficient data concerning the amount of lead contained in paint. Data is provided as recorded by the XRF unit at the time of survey using pre and post calibration, and by following the performance characteristic sheet of the equipment. Areas are immediately identified as coated with LBP/PCL using this method.

Most components tested are believed to contain several layers of paint film and are difficult to interpret. XRF and bulk paint analysis does not differentiate which layer of paint may contain lead. The results only indicate the amount of lead that is present in the sample/test location. Lead is likely to be present at a higher percentage in a particular layer than reported due to averaging the weight of other layers of paint into the calculation. For this reason, OSHA standards apply to any sample with detectable lead. Construction activities that impact these paints may result in exposure to lead, even though they are not technically considered lead-based paints.

PAX RIVER, MD LEAD

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Results of the lead testing conducted are presented in the following sections.

2.2 XRF RANGES

An inspection was performed on painted components to be suspect for the presence of lead found at Building 8145. Readings were then taken of a representative number of surfaces, dependent on the quantity of the particular material present. Although

OSHA utilizes the term “any detectable lead”, the amount of “detectable lead” is relevant in order to determine the potential for lead exposure. Information is presented in a lead range format to assist in determining protective measures and special procedures that may be required during renovation/ demolition activities.

The readings were categorized as follows:

Lead-Based Paint [ L. ] or >0.75 mg/cm2 lead;

Containing Elevated Lead [ E ] or between 0.74 - 0.50 mg/cm2 lead;

Containing Lead of Concern [ C ] or between 0.49 -0.25 mg/cm2 lead;

Detectable Levels of Lead [ D ] or between 0.24 - 0.05 mg/cm2 lead.

Readings below 0.05 mg/cm2 lead were considered insignificant.

2.3 LEAD COMPONENTS

Lead inspection of Building 8145 was conducted on 22 January 2019. Forty-six (46) readings were taken, which includes six (6) test standards for calibration. A summary of the components tested and determined to contain lead are presented in the following sections. A description of the component, including color and substrate is listed. The XRF reading and building numbers are also included for reference. The complete XRF sampling summary is presented in Appendix C.

2.3.1 Lead components

Components/ colors tested and determined to be lead-based [ L.] or >0.75 mg/cm2 lead include:

Black metal railing, ext. tower level (34)

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2.3.2 Elevated lead components

No components/ colors tested were at levels determined to contain elevated lead [E] or 0.74-0.50 lead.

2.3.3 Lead of concern components

Components/ colors were tested and determined to contain lead levels of concern

[C] 0.49 – 0.25 mg/cm2 lead include:

Miscellaneous red metal framing (40)

2.3.4 Detectable lead components

Components/colors were tested and determined to contain detectable lead at levels

[D] or 0.24 – 0.05 mg/cm2

Black metal door and frame (20, 33) Blue plastic chair (30) Gray metal stairs (31)

2.4 LEAD COMMENTS/ RECOMMENDATIONS

OSHA regulation 1926.62 dictates lead exposure monitoring details. Ingestion and potentially inhalation of lead dusts may cause health problems. The toxicity characteristic leachate procedure (TCLP) test was not conducted on bulk structural components of this project since the mass of the debris could not be determined.

As the majority is unpainted material, it can be disposed of as Construction and

Demolition (C&D) waste. Scrap steel, even that containing lead paints, can be recycled.

PAX RIVER, MD LEAD

AH Environmental Consultants 2-5 March 2019 122-120

2.5 CERTIFICATION

The AIHA and NVLAP Accredited laboratory selected to analyze the bulk material samples for lead and RCRA metals content, using EPA Method 6010C was:

SANAIR TECHNOLOGIES LABORATORY, INC.

1551 OAKBRIDGE DR, SUITE B

POWHATAN, VA 23139

(804) 897-1177

The EPA-approved and trained inspector who physically surveyed the project site is:

DAVID W. DOBSON

AH ENVIRONMENTAL CONSULTANTS, INC.

11837 ROCK LANDING DRIVE, SUITE 300

The above-signed inspectors certify information contained within this inspection report is true and correct concerning site conditions at the time of survey only.

PAX RIVER, MD LEAD

AH Environmental Consultants 2-6 March 2019

WOLF ATC, BLDG. 8145 SECTION 3

PAX RIVER, MD OTHER POTENTIALLY HAZARDOUS MATERIALS

AH Environmental Consultants 3-1 March 2019 122-120

3. OTHER POTENTIALLY HAZARDOUS MATERIALS

In addition to asbestos, lead, various additional issues may be relevant to the project and have been included in the assessment for reference. No additional testing was performed for OPHM, although observations of note were made. Certain materials and items are present that must be handled properly if disturbed. The additional concerns assessed and protocols followed during the assessment are described in this section.

Older building and component demolition creates additional items of concern; lighting fixtures may have elemental mercury in the bulbs and may also contain polychlorinated biphenyls (PCB) ballasts. Some equipment may also contain mercury switches inside of thermostats, lead or other chemical containing batteries, and other materials of special concern. A brief narrative concerning the other hazards to be cognizant of are discussed below.

3.1 MERCURY

Mercury is a toxic elemental metal with unique properties, including being in a liquid state at room temperatures. Inhalation of mercury vapor or ingestion is a source of human exposure. Once absorbed, mercury in all forms is distributed via the blood steam to all tissues in the body. Chronic exposure to mercury primarily affects the central nervous system and kidneys.

Mercury is used in a wide variety of common products including:

Fluorescent and neon lamps, Mercury vapor and high pressure sodium lamps, Switches and relays, Thermostats and regulators, and Thermometers and manometers, PAX RIVER, MD OTHER POTENTIALLY HAZARDOUS MATERIALS

AH Environmental Consultants 3-2 March 2019 122-120

3.1.1 Lamps

Fluorescent and high-intensity discharge (HID) lamps have become the standard choice for lighting sources in recent years. However, fluorescent and HID lamps contain mercury and therefore must be properly managed. Even though “low mercury” lamps contain approximately one-tenth the amount of mercury as standard ones, they still must be handled properly.

There are approximately thirty (30), 4’ fluorescent bulbs present requiring disposal.

The Federal Government have adopted disposal regulations for handling fluorescent and HID lamps as a universal waste based upon a “recycling presumption”. The universal waste rule has created a cost effective alternative for disposal through recycling.

3.1.2 Mercury Switch Inspection

One (1) older style thermostat observed is likely to contain mercury tilt switches and will be disturbed during planned project activities. The mercury is a shiny metal in a liquid state, typically within a small glass vial and is considered acutely toxic and a hazardous waste.

3.1.3 Mercury Thermometers

Observation for old style thermometers was conducted. None were determined present where planned work activities were to occur. If any unusual thermometers are identified during the course of renovation or demolition, they must be considered mercury containing until data proves otherwise.

3.2 PCBS

Another potential concern associated with renovations is the presence of PCBs.

PCBs were used in hundreds of industrial and commercial applications including electrical, heat transfer, and hydraulic equipment; as plasticizers in paints, plastics and rubber products; in pigments, dyes and carbonless copy paper and many other

PAX RIVER, MD OTHER POTENTIALLY HAZARDOUS MATERIALS

AH Environmental Consultants 3-3 March 2019 122-120 applications. A major use of PCBs was in fluorescent light fixture ballasts (in the capacitor) and transformer equipment.

PCBs have been demonstrated to cause a variety of adverse health effects including cancer and a number of serious non-cancer health effects in animals. These effects include damage to the immune system, reproductive system, nervous system, and endocrine system. Studies in humans provide evidence for carcinogenic and non-carcinogenic effects of PCBs.

Inspection determined only dry transformers were present. No fluorescent ballasts were observed. Ballasts without a date of manufacture or clearly marked “NO PCBs” must be assumed to contain PCBs.

3.3 BATTERIES

A commonly addressed OPHM in building renovation is battery backup systems. Exit signs, emergency lighting, and emergency panel boards typically contain lead, nickel-cadmium (NiCd), or nickel-metal hydride (NiMH) batteries. No such fixtures were identified. If any are found, the batteries should be removed from inoperable devices prior to disposal and sent for recycling or to an approved collection site.

3.4 RECOMMENDATIONS

Items of note for potential regulatory concern were noted during the inspection as follows:

Any broken or crushed, fluorescent and HID lamps must be managed as a hazardous waste.

Although light ballasts identified do not contain PCBs, it is NAVFAC policy to dispose of all ballasts in an environmentally preferred manner.

Removal and recycling of all battery backup systems should take place if components are to be disposed of during the course of renovations.

The thermostat containing mercury tilt switches should be removed intact and sent for reclamation/ recycling at an approved facility.

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3.5 CERTIFICATION

The EPA-approved and trained inspector, 40hr HAZWOPER, and Environmental

Health and Safety Professional who physically surveyed the project site for other potentially hazardous materials and conducted field operations and sample collection as needed is:

DAVID W. DOBSON

AH ENVIRONMENTAL CONSULTANTS, INC.

11837 ROCK LANDING DRIVE, SUITE 300

The above-signed inspectors certify information contained within this inspection report is true and correct concerning site conditions at the time of survey only.

WOLF ATC, BLDG. 8145 APPENDIX A

PAX RIVER, MD HAZMAT INSPECTION DRAWINGS

AH Environmental Consultants March 2019 122-120

APPENDIX A

HAZMAT Inspection Drawings

WOLF ATC, BLDG. 8145 APPENDIX A

PAX RIVER, MD HAZMAT INSPECTION DRAWINGS

AH Environmental Consultants March 2019

WOLF ATC, BLDG. 8145 APPENDIX B

PAX RIVER, MD INSPECTION PHOTO LOG

AH Environmental Consultants March 2019 122-120

APPENDIX B

Inspection Photo-Log

WOLF ATC, BLDG. 8145 APPENDIX B

PAX RIVER, MD INSPECTION PHOTO LOG

Hazardous Material Inspection

Building 8145, Air Traffic Control (ATC)

NAS Patuxent River, Webster Outlying Landing Field

(WOLF), MD

AH Environmental

Newport News, VA

Lead: Interior framing metal contains detectable lead (typical).

OPHM: Mercury tilt switches in thermostat.

ACM: Miscellaneous sealant on ground, source unknown.

Lead: Structural metal contains lead

(typical).

OPHM: Fluorescent lighting to be removed and recycled.

NOTE: ATC staff had no access to this aux. building, believed prefab concrete.

WOLF ATC, BLDG. 8145 APPENDIX C

PAX RIVER, MD LABORATORY AND XRF REPORTS OF ANALYSIS

AH Environmental Consultants March 2019 122-120

APPENDIX C

Laboratory and XRF Reports of Analysis

WOLF ATC, BLDG. 8145 APPENDIX C

PAX RIVER, MD LABORATORY AND XRF REPORTS OF ANALYSIS

Analyst: Pisula, Nicholas

Asbestos Bulk PLM EPA 600/R-93/116 Stereoscopic Components

SanAir ID / Description Appearance % Fibrous % Non-fibrous Asbestos Fibers

8145-01-01 / 19008429-001 White Fibrous

Homogeneous

60% Cellulose 15% Glass

15% Min. Wool

10% Other None Detected

8145-02-01 / 19008429-002 , Floor Tile

Beige Non-Fibrous

Homogeneous

100% Other None Detected

8145-02-01 /…