Attachment A-1626397_Q997_RFP_Vol I of II_File 5 of 5.pdf

Vehicle Maintenance and Boat Shop:

USGS Historic Topographic Map Cape Henry Quadrangle, 1918

RED – Parking Lot; ORANGE – Armory Additions; GREEN – Ordnance Op BLUE – Boat Canopy; PURPLE – Vehicle Maintenance and Boat Sh

PROJECT: P997 SOF NSWG-2 Combat Service Support Facilities Little Creek; Virginia Beach, Virginia

PROJECT NO: VB19-279G

CLIENT: Clark Nexsen

Ocean View Quadrangle, 1948

RED – Parking Lot; ORANGE – Armory Additions; GREEN – Ordnance Op BLUE – Boat Canopy; PURPLE – Vehicle Maintenance and Boat Sh

PROJECT: P997 SOF NSWG-2 Combat Service Support Facilities Little Creek; Virginia Beach, Virginia

Ocean View Quadrangle, 1954

RED – Parking Lot; ORANGE – Armory Additions; GREEN – Ordnance Op BLUE – Boat Canopy; PURPLE – Vehicle Maintenance and Boat Sh

PROJECT: P997 SOF NSWG-2 Combat Service Support Facilities Little Creek; Virginia Beach, Virginia

Little Creek Quadrangle, 1964

RED – Parking Lot; ORANGE – Armory Additions; GREEN – Ordnance Op BLUE – Boat Canopy; PURPLE – Vehicle Maintenance and Boat Sh

PROJECT: P997 SOF NSWG-2 Combat Service Support Facilities Little Creek; Virginia Beach, Virginia

Little Creek Quadrangle, 2016

RED – Parking Lot; ORANGE – Armory Additions; GREEN – Ordnance Op BLUE – Boat Canopy; PURPLE – Vehicle Maintenance and Boat Sh

PROJECT: P997 SOF NSWG-2 Combat Service Support Facilities Little Creek; Virginia Beach, Virginia

Historic Aerial Map - Coal Storage Yard and Lagoon Commonweath of Virginia, Google Earth, 2006

PROJECT: P997 SOF NSWG-2 Combat Service Support Facilities Little Creek; Virginia Beach, Virginia

Historic Aerial Map - Coal Storage Yard and Lagoon Demolitio Commonwealth of Virginia, Google Earth, 2010

PROJECT: P997 SOF NSWG-2 Combat Service Support Facilities Little Creek; Virginia Beach, Virginia

Historic Aerial Map - Coal Storage Yard and Lagoon Post Demolitio Commonwealth of Virginia, Google Earth, 2011

PROJECT: P997 SOF NSWG-2 Combat Service Support Facilities Little Creek; Virginia Beach, Virginia

Attachment E

A/V SYSTEM REQUIREMENTS SHEETS

[THIS PAGE INTENTIONALLY LEFT BLANK]

Attachment F

NSW COASTAL CAMPUS ADP LIGHTING

Naval Base Coronado Coastal Campus Area Development Plan & Design Guidelines

Site Design Standards

Dark Skies Lighting Diagram

Street / Parking Light FixturePedestrian Light Fixture

Street Fixture with Integral Pho

Useful light

Glare Zone

Area to be lit

Light trespass

Upward reflected light Direct upward light

Direct glare

Light reflected back due to heavy cloudsBird deterrent

Precast Concrete Light Bollard Quickcrete QR-1ALB or EQ Latte, Craftsman's Etch, Matte Fixture: LED

Attachment G

PKG 3 P334 LOGSU IFC DRAWINGS

BOAT STORAGE Signed Combined

(ELECTRONICALLY ONLY)

John Choufani

Digitally signed by John Choufani Date: 2017.03.13 16:24:58 -04'00'

AL DESIGN - ISSUED

CTION - APRIL 07, 2017

1 1

1 1

NATIONAL ELECTRIC CODE

INSTALL PER

CONDUIT

�2.90 0.00 49.�0 1297.00

GENERAL NO

WORKMANSHIP SHALL C

INSTALLATION."

1.

2. INSTALLATION SHALL CO

CODE, AND ALL RE�UIR

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THE CONTRACTOR SHAL

DIMENSIONS. DO NOT S

3.

4. THE CONTRACTOR SHAL

INVOLVED IN THE PRO�E

TO AVOID CONFLICTS D

MAINTENANCE AND WOR

ALL BRANCH CIRCUITS S

PERMITTED OR RE�UIRE

CONDUIT MAY BE USED

UNDERGROUND TELEPH

SYSTEM CONDUITS LOC

THE E�TERIOR OF THE B

SHALL BE 3/4" MINIMUM

ALL CONDUCTORS SHAL

#12 AWG, AND STRANDE

SHALL BE #12.

6.

ALL WIRE AND CONDUIT

NOTED. ALL TERMINATIO

7.

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PARALLEL OR PERPEND

GROUPS. SEAL ALL PEN

PASSING INTO MECHANI

ALL LIGHT FI�TURES SH

CEILING SYSTEM.

9.

10. WHERE FIRST OUTLET O

FROM THE PANELBOARD

ALL MOUNTING HEIGHTS

NOTED OTHERWISE.

11.

12. THE LOCATION OF ALL W

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ALL FUSES, DISCONNEC

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B-13

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2P 30 20 3P 30

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W W

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ALL CODE FACTORS, SUCH AS 12�� FACTOR, ARE INCLUDED

DRAWINGS PROVIDED BY C.C.E..

RECEPTACLES � MISC.

FANS

UNIT HEATERS

MAU�S

AIR COMPRESSORS

�OCKEY PUMP

REFRIGERATED AIR DRYER

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NIPRNET NON-SECU

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SIPRNET SECURE I

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LABEL HERE

D1 TYPICAL VOICE/DATA OUTLET

SCALE: NTS

LABEL HERE

Attachment H

CRANE INFORMATION FORM FOR OVER

HEAD ELECTRIC TRAVELING CRANE(S)

Crane Information Form for Over Head Electric Traveling Crane(s)

1. POINTS OF CONTACT

Date

Name

1A. Project Manager

Activity

Phone

Email

1B. End User 1C. Certifying Official 1D. Facility Engineer

Email

Activity

Name

Email

Activity

Name

Email

Activity

Name

2. LOCATION

Activity

Activity UIC#

Project Name

Building Name / #Activity DODAAC #

2A. Crane Location Information 2B. Building Information

Room, Area, or Bay for Crane New Building?2C. Crane Installation Information

Desired Date For Crane Operation

3. CRANE / RUNWAY CAPACITY

3A. Crane Main Hoist Capacity lbs lbsIf Required, Crane Auxilary Hoist Capacity3B. Is an Auxiliary Hoist Desired?

3C. Is more than one trolley desired on the same bridge? lbsIf Desired, Maximum Load for "Trolley A"

If Desired, Maximum Load for "Trolley B" lbs

3D. Are there any additional cranes on this runway? Are there plans to remove or add additional cranes?

Please describe plans for additional cranes, if applicable:

4. QUANTITY OF CRANES

4A. Number of Identical Cranes Required

5. CRANE SERVICE AND ENVIRONMENT

5A. What service of work is the crane intended for (SPS or GPS) ?

1/7

NCC Form 08-001, May 2008

For instructions and guidance on how to fill out the the Crane Information Form, click here: https://portal.navfac.navy.mil/pls/portal/ docs/PAGE/NAVFAC/NAVFAC_WW_PP/NAVFAC_NCC_PP/FILE2/NCCForm08-001Instructions.PDF or contact the Navy Crane Center.

Phone Phone Phone

Print Form

12/12/2019

Jaime G. Garcia

OPHC1

757-618-0113 jaime.garcia5@navy.mil LEE_C@socom.mil

SBT-20

Cecil Lee christian.martinez2@socom.mi

NSWG-4

LCDR Christian Martinez

NSWG-4

V52738

Combat Service Support Facilities Q997

Boat ShopV52738

Storage bay Yes

Completion of P997

30000

No

No

No No

GPS

757-763-4462 757-763-4404

2/7 Crane Information Form for Over Head Electric Traveling Crane(s)

5C. Please provide a brief explanantion of the lifting operations to be performed by this crane:

5D. Operating Environment

1. Classification:

Non-Hazardous Hazardous Corrosive Dusty Other:

2. If area is hazardous, please address the following (if known):

NEC Class: Division: Group:

If multiple hazardous areas are present please check here:

a. Height above floor that hazardous protection is required?

b. Spark resistant construction required (for mechanical components)?

c. Will the crane be doing either of the following:

Hot (Molten) Metal Service Ordinance/Explosive Handling Servive

3. Is captivation required? If yes, please provide a brief explanation:

5. Where will the crane operate?

Indoors Outdoors Both

6. What are the ambient operating temperatures for the crane?

High Temperature: F Low Temperature:

7. If any further operating environment considerations are necessary please explain:

F

6. CRANE CONTROLS

6A. Methods of Crane Control

Other:InfraredRadioFloor (Pendant)Cab

1. What will be the primary method of crane control:

Wall

Other:WallInfraredRadioFloor (Pendant)Cab

2. Are secondary crane controls required? If yes, which type:

Full load lifts in 8 hour shift

5B. Class of Service What is the required CMAA #70 Class of Service?

If CMAA Class is unknown, please provide the number of estimated main hoist lifts for the following cases:

Total # of main hoist lifts per 24 hour period75% full load lifts in 8 hour shift

50% full load lifts in 8 hour shift

25% full load lifts in 8 hour shift

4. Will occasional oil or grease drips be objectionable to the point of requiring the added expense of oil/grease tight gear cases or drip pans (containment) ?

If yes, please provide a brief explanation:

NCC Form 08-001, May 2008

Lifting of boat parts required for maintenance and repairs in support of the base operations.

No

100 35

No

Class C (Moderate Service)

No

Crane Information Form for Over Head Electric Traveling Crane(s)3/7

6D. Cab Controls If the crane has cab controls please answer the questions in this section.

1. Please indicate all options that apply to the cab controls on this crane:

Controls on operator's chairLockable Controls on separate console

Skeleton (Radio Controlled)OpenEnclosed

2. Cab design required:

Fan CooledAir ConditionedHeated

3. Cab climate control required:

From buildingFrom crane

4. Cab access required:

6E. If any further crane control considerations are necessary please explain:

7. CRANE SPEED

7A. Please provide information on the desired speed ranges for the crane. Contact Navy Crane Center if assistance is required.

1. Bridge max speed: Ft/Min

2. Trolley max speed: Ft/Min

3. Main Hoist max speed: Ft/Min

4. Auxiliary Hoist max speed: Ft/Min Ft/Min

Ft/Min

Ft/Min

Ft/Min

Auxiliary Hoist min speed:

Main Hoist min speed:

Bridge min speed:

Trolley min speed:

7B. Is a slow speed selector switch required for precise positioning?

6C. Radio Controls If the crane has radio controls please answer the questions in this section.

1. Please indicate the type of controllers to be used for the radio controls on this crane:

2. Frequency range (if known):

Unlicensed (FCC Part 15)Licensed (FCC Part 90)

6B. Pendant Controls If the crane has pendant controls please answer the questions in this section.

Indicator Lights on PendantRetractableDetachableLockable

1. Please indicate all options that apply to the pendant controls on this crane:

Separate Messenger Track Suspended from Trolley

2. Pendant control movement: (choose one)

Pushbutton Type Controls Joystick Type Controls

NCC Form 08-001, May 2008

0 0

Yes

4/7 Crane Information Form for Over Head Electric Traveling Crane(s)

8C. Inverter Control

1. For inverter controls with speed points, please indicate the number of speed points (steps) for each function:

Main Hoist : Auxiliary Hoist : Trolley : Bridge :

2. Is an hour meter on each function required?

3. Is a data logger desired to record faults?

8D. Is electromagnetic interference (EMI) suppression required?

8E. Will indicator lights (power available, power on, faults, etc.) be required to be mounted on the bridge?

9. SAFETY

9A. Capacity Overload Protection

Overload Warning Overload Lockout No Overload Protection

1. Please indicate which of the following the crane shall be equipped with to prevent overloading the crane's capacity:

2. Please indicate percentage of full capacity where overload protection shall be set:

9B. Are anti-collision interlocks required?

Inverter (Speed Points)

4. Bridge: Inverter (Speed Points) 2 SpeedInverter (Infinitely Variable) Other:

Other:2 SpeedInverter (Infinitely Variable)3. Trolley:

2. Auxilary Hoist: Inverter (Speed Points) Inverter (Infinitely Variable) 2 Speed Other:

Other:2 SpeedInverter (Infinitely Variable)Inverter (Speed Points)1. Main Hoist:

Please indicate the type of electrical control desired for the crane's motors. Contact the Navy Crane Center if assistance is required.

8B. Electrical Control

8. CRANE ELECTRICAL DESIGN

8A. Crane Electrification

Existing Crane Contractor Building Contractor

1. Please indicate who will be supplying crane runway conductors:

2. If the crane runway conductors are existing or building contractor supplied, please provide the following:

Crane runway type: Crane runway size: Crane runway manufacturer's model #:

3. What is the rating and voltage of the branch circuit supplying the crane?

Current:Voltage: V A

4. What is the location of the existing electrical disconnect switch/circuit breaker?

A

NCC Form 08-001, May 2008

10. OTHER CRANE CONSIDERATIONS

No PreferenceHalogen

2. If yes, indicate if there is a floodlight type preference:

1. Are bridge or cab floodlights desired?

Crane Information Form for Over Head Electric Traveling Crane(s)5/7

10A. Lighting

Metal Halide Other:

10B. Cranes are typically painted bright yellow. If special painting is required, check here and explain below.

10C. Who will provide the certified test weights and rigging gear for acceptance testing of the crane:

Government Crane Contractor

10D. Indicate below how many hard copies of the operation and maintenance manuals and drawings are required:

Number of hard copies of manuals Number of hard copies of drawings

10F. Please use the space below to expand on any answer to the above questions or to provide any other information that is considered important to the crane procurement:

Full walkways on both the drive and idler girder side of the crane

9F. Crane Maintenance Walkways

No Walkways

Full Walkway drive girder only

Full walkways on drive girder with a partial walkway (twice the length of the trolley) on the idler girder

1. Please indicate below the desired walkway configuration for the crane:

If so, where will the display be located?9E. Is a Load Moment Indicator (LMI) required?

9C. Please indicate which warning devices are required (at least one required for cab or remote operated cranes):

Strobe LightHorn Bell Siren Rotating Beacon Other:

9D. Are travel limits required?

10E. Is operational and maintenance training required for this crane?

NCC Form 08-001, May 2008

A:

B:

D:

C:

E:

H:

G:

F:

O:

P:

N:

M:

L:

K:

J:

I:

Q:

R:

S:

T:

U:

Girder A

Walkway

Walkway Cab

CabCab

Cab

No Cab Girder B

(smallest) lbs./yard lbs. max lbs. max

Indicate Compass Directions Note: Indicate desired features and cab locations (if cab operated) on the girder.

Low point of roof truss, lights, sprinkler or other obstructions on the sides

A (Span - Centerline to Centerline of Runway Rails)

Wheel spacing when two cranes are on the same rail and parked bumper to bumper

Eight-Wheel Crane Four-Wheel Crane

R AND V ARE THE WHEEL LOADS USED FOR DESIGN OF RUNWAY GIRDERS,

EXCLUDING IMPACT, SPACE AS INDICATED.

SOURCE FOR DATA (IF AVAILABLE):

OVER HEAD CRANE CLEARANCE WORKSHEET

Pendant Controller

A (Span - Centerline to Centerline of Runway Rails)

PLAN VIEW

Top of Rail

Rail Size Hooks in High Position

Main Hook

Aux. Hook

Operating Floor

ELEVATION / VIEW X-X

Obstruction

Pit Floor ref.

max.

max.

Centerline of HooksWalkway Walkway

NOTE(S):

O

P

V:

6/7

NCC Form 08-001, May 2008

20' (Min.)

0 Engineered Material Handling (Mod

E

For preliminary sizing the data for a top running electric double girder crane @

20 ton capacity was used.

CC:

Indicate Compass Directions

OVER HEAD CRANE BUILDING WORKSHEET

Crane

Existing Crane Stop (typ. @ 4 places)

Centerline of hooks when crane parks against the stops

Centerline of hooks when crane parks against the stops

Top of Rail

KK - Runway Conductor (Type/Manufacturer)

AA

(Runway Length)

BB

CC

DD

II

HH

JJ

DD:

EE:

FF:

HH:

JJ:

II:

Rail Span (sketch A-1 dimension A)

Voltage:

Current:

Frequency:

Phase:

VAC

AMP

Hz

NOTE(S):

Top of Rail

KK - Runway

Conductor (Type/ Manufacturer)

HH

II

JJ

HorizontalVertical

KK:

Trolley

Main Power Disconnect

Main Power Disconnect

Main Power Disconnect

Main Power Disconnect

Main Power Disconnect

Main Power Disconnect

GG

FF Obstruction

GG:

BB:

AA:

EE EE

Indicate the side of the building which has a crane access ladder max.

max.

max.

ref.

PLAN VIEW

CRANE ELECTRIFICATION EXISTING RUNWAY CONDUCTOR CONFIGURATION

7/7

NCC Form 08-001, May 2008

E

E

Attachment I

HAZARDOUS MATERIALS REPORT

5465 Greenwich Road Virginia Beach, VA 23462 Phone: (757)-518-1703 Fax: (757)-518-1704 info@getsolutionsinc.com

February 25, 2020

To: Clark Nexsen 4525 Main Street, Suite 1400 Virginia Beach, Virginia 23462

Attn: Mr. Steven Bennett, PE Senior Project Manager

Re: Hazardous Materials Survey P-997-SOF NSWTG-2 Combat Service Support Facilities Joint Expeditionary Base Little Creek/Fort Story Virginia Beach, Virginia

GET Project No. VB19-123E

1.0 Introduction

As authorized by Mr. Steven Bennett, Senior Project Manager for Clark Nexsen, GET Solutions, Inc. (GET) personnel performed a non-invasive hazardous materials survey for the buildings that are scheduled for demolition as part of this project in February 2020. The sampling was performed by Mr. Chris Hahn, Industrial Hygienist with GET.

The following buildings were the subject of this Hazardous Materials Survey: Buildings 3807, 3859 and 772. The scope of work to be performed includes a complete demolition of the buildings for new construction.

The scope of the survey for the buildings consisted of the following items only:

Non-invasive survey of suspect asbestos-containing materials (ACM);

Screening for the presence of lead-containing paint (LCP);

Inventory of PCB and Mercury containing components.

2.0 Asbestos-Containing Material (ACM)

Asbestos is a type of fiber-like mineral that is heat, flame-retardant, and corrosion-resistant.

Asbestos was widely used in building, construction and insulation materials subject to heat and damage from chemicals. Occupational Safety and Health Administration (OSHA)'s specific definition of asbestos is any material containing "chrysotile, amosite, crocidolite, tremolite asbestos, anthophylite asbestos, actinolite asbestos."

Asbestos-containing material (ACM) is any material with more than 1 percent asbestos, according to OSHA and the Environmental Protection Agency (EPA) standards. Asbestos-containing materials might include insulation, fire-retardant applications, floor tiles and roofing products.

Hazardous Materials Survey February 25, 2020 P-997-SOF NSWTG-2 Combat Service Support Facilities JEB Little Creek/Fort Story, Virginia Beach, Virginia GET Project No. VB19-123E

2.1 Methodology

The asbestos survey was conducted as part of a planned demolition of the buildings. As such, the survey was conducted in accordance with the Environmental Protection Agency’s (EPA) National Emissions Standard for Hazardous Air Pollutants (NESHAP), Asbestos Hazard Emergency Response Act (AHERA), and Commonwealth of Virginia Regulations. This protocol included a non-invasive visual survey and sampling for suspect asbestos containing materials at the above referenced buildings. All samples were collected by appropriately accredited Inspectors and submitted to EMSL Analytical, Inc. (EMSL) in Cinnaminson, New Jersey. EMSL is accredited by the National Voluntary Laboratory Accreditation Program (NVLAP) and Commonwealth of Virginia to analyze suspect asbestos-containing bulk materials. A total of 76 samples and/or sample layers were analyzed using Polarized Light Microscopy (PLM) following EPA Method 600/R-93/116.

2.2 Results (Refer also to Appendix A for Laboratory Reports)

Table I: ACM Testing Results – P-997 SOF NSWTG-2 Combat Service Support Facilities February 21, 2020

Sample # Sample Location Sample Type Analytical

Results

Building 772

0001A Storage Room off of Shop-Floor 12” Gray VFT

Mastic-Yellow

NAD

NAD

0002A Storage Room off of Shop-Floor 12” Gray VFT

Mastic-Yellow

NAD

NAD

0003A Storage Room off of Shop-Floor 12” Gray VFT

Mastic-Yellow

NAD

NAD

0004A Storage Room off of Shop - Wall

4” Gray Vinyl Cove Base Mastic-Yellow

NAD

NAD

0005A Storage Room off of Shop - Wall

4” Gray Vinyl Cove Base Mastic-Yellow

NAD

NAD

0006A Storage Room off of Shop - Wall

4” Gray Vinyl Cove Base Mastic-Yellow

NAD

NAD

0007 Storage Room off of Shop - Ceiling 2’X4’ ACT NAD

0008 Storage Room off of Shop - Ceiling 2’X4’ ACT NAD

0009 Storage Room off of Shop - Ceiling 2’X4’ ACT NAD

Sample # Sample Location Sample Type Analytical

Results

Building 772 cont’d.

0010-A Storage Room off of Shop-Wall Drywall

Joint Compound

NAD

NAD

0011-A Storage Room off of Shop-Wall Drywall

Joint Compound

NAD

NAD

0012-A Storage Room off of Shop-Wall Drywall

Joint Compound

NAD

NAD

0013-A Office Floor 12’ Blue-Gray VFT

Mastic - Gray

NAD

NAD

0014-A Office Floor 12’ Blue-Gray VFT

Mastic - Gray

NAD

NAD

0015-A Office Floor 12’ Blue-Gray VFT

Mastic - Gray

NAD

NAD

Building 3859

0016 1st Floor Duct at Ceiling Duct Mastic - Tan NAD

0017 1st Floor Duct at Ceiling Duct Mastic - Tan NAD

0018 1st Floor Ceiling 2’ Square ACT NAD

0019 1st Floor Ceiling 2’ Square ACT NAD

0020 1st Floor Ceiling 2’ Square ACT NAD

0021-A 1st Floor Wall 6” Black Cove Base

Mastic-White

NAD

NAD

0022-A 1st Floor Wall 6” Black Cove Base

Mastic-White

NAD

NAD

0023-A 1st Floor Wall 6” Black Cove Base

Mastic-White

NAD

NAD

0024A Electrical Room Floor 12” Tan VFT

Mastic-Yellow

NAD

Sample # Sample Location Sample Type Analytical

Results

Building 3859 Cont’d.

0025A Electrical Room Floor 12” Tan VFT

Mastic-Yellow

NAD

NAD

0026A Electrical Room Floor 12” Tan VFT

Mastic-Yellow

NAD

NAD

0027-A 2nd Floor Office Wall

4” Gray Vinyl Cove Base Mastic - White

NAD

NAD

0028-A 2nd Floor Office Wall

4” Gray Vinyl Cove Base Mastic - White

NAD

NAD

0029-A 2nd Floor Office Wall

4” Gray Vinyl Cove Base Mastic - White

NAD

NAD

Building 3807

0030-A 1st Floor Classroom Wall Drywall

Joint Compound

NAD

NAD

0031-A 1st Floor Classroom Wall Drywall

Joint Compound

NAD

NAD

0032-A 1st Floor Classroom Wall Drywall

Joint Compound

NAD

NAD

0033-A 1st Floor Classroom Wall

4” Tan Vinyl Cove Base Mastic-White

NAD

NAD

0034-A 1st Floor Classroom Wall

4” Tan Vinyl Cove Base Mastic-White

NAD

NAD

0035-A 1st Floor Classroom Wall

4” Tan Vinyl Cove Base Mastic-White

NAD

NAD

0036 1st Floor Classroom Ceiling 2’ Square ACT NAD

0037 1st Floor Classroom Ceiling 2’ Square ACT NAD

0038 1st Floor Classroom Ceiling 2’ Square ACT NAD

Sample # Sample Location Sample Type Analytical

Results

Building 3807 Cont’d.

0039 2nd Floor Classroom Floor Epoxy-Like Coating NAD

0040-A 2nd Floor Classroom Wall Drywall

Joint Compound

NAD

NAD

0041 2nd Floor at Ceiling Duct Mastic-Gray NAD

0042 2nd Floor at Ceiling Duct Mastic-Gray NAD

0043-A 2nd Floor Wall

4” Black Vinyl Cove Base Mastic-Tan

NAD

NAD

0044-A 2nd Floor Wall

4” Black Vinyl Cove Base Mastic-Tan

NAD

NAD

0045-A 2nd Floor Wall

4” Black Vinyl Cove Base Mastic-Tan

%-C – Percent Chrysotile Asbestos Fibers NAD – No Asbestos Detected VB – Vinyl Cove Base VFT – Vinyl Floor Tile ACT – Acoustic Ceiling Tile

2.3 Conclusions and Recommendations

Asbestos containing materials were not identified associated with the buildings.

GET offers the following observations regarding the information presented in Table I:

Most areas behind solid walls, and floors were inaccessible and could not be visually surveyed for the presence of ACM. ACM including, but not limited to, thermal pipe and pipe fitting insulation may exist in these locations. Additionally, the following materials should be considered asbestos-containing until sampling determines otherwise: interior boiler components, fire door insulation, vermiculite insulation within cinderblock walls, pipe flanges and gaskets, and vapor barrier behind the façade. Sampling of these materials will require exploratory demolition and/or additional sampling prior to renovation/demolition.

2.4 Applicable Regulations

EPA / NESHAP Regulations for Asbestos Containing Materials

The U.S. Environmental Protection Agency promulgated the National Emission Standards for Hazardous Air Pollutants (NESHAP) [40 CFR Part 61], which addresses the application, removal, and disposal of asbestos-containing materials (ACM). Under NESHAP the following categories are defined for asbestos-containing materials:

Friable - When dry, can be crumbled, pulverized, or reduced to powder by hand pressure.

Non-friable - When dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure.

Category I Non-friable ACM - Packings, gaskets, resilient floor coverings, and asphalt roofing products containing more than 1% asbestos.

Category II Non-friable ACM – Any material, excluding Category I Non-friable ACM, containing more than 1% asbestos.

Regulated Asbestos Containing Material (RACM) – One of the following:

1. Friable ACM

2. Category I Non-friable ACM that has become friable.

3. Category I Non-friable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading.

4. Category II Non-friable ACM that has a high probability of becoming, or has become, friable by the forces expected to act on the material in the course of demolition or renovation operations.

Under NESHAP, the following actions are required:

1. Prior to the commencement of demolition or renovation activities, the building owner must inspect the affected facility or part of the facility where the demolition or renovation activities will occur for the presence of asbestos.

2. Remove all RACM from the facility before any activity begins that would break up, dislodge, or similarly disturb the material or preclude access for subsequent removal.

3. RACM need not be removed prior to demolition if:

a) It is Category I non-friable ACM that is not in poor condition.

b) It is on a facility component that is encased in concrete or other similar material and is adequately wet whenever exposed.

c) It was not accessible for testing and was therefore not discovered until after demolition began and because of the demolition the material cannot be safely removed.

d) It is Category II non-friable ACM and the probability is low that the material will become crumbled, pulverized, or reduced to powder during demolition.

3.0 Lead-Containing Paint

3.1 Methodology

GET was requested to perform a lead-containing paint screening. The screening was conducted by collecting paint chip samples from painted surfaces within the buildings in those areas that will be disturbed during the pending renovation/demolition. The paint chip samples were submitted under chain-of-custody protocol to EMSL Analytical, Inc. (EMSL), a National Lead Laboratory Accreditation Program (NLLAP), located in Cinnaminson, New Jersey. EMSL analyzed the lead content of the sample utilizing Flame Atomic Absorption via Environmental Protection Agency (EPA) Method SW846 7420. The reporting limit for this method is 10 micrograms of lead. The results of this analysis were compared to the U.S. Housing and Urban Development (HUD) and Environmental Protection Agency (EPA) threshold for lead-based paint of 0.5% by weight.

Positive: Lead is present at or above the HUD & DPOR standard of 0.5% by weight on one or more of the components.

Negative: Lead is not present at or above the HUD & DPOR standard of 0.5% by weight on any of the components.

The Occupational Safety and Health Administration (OSHA) considers any paint with detectable lead as lead-containing paint. And therefore, if detectable lead is present on surfaces that are impacted by renovation or demolition activities, then the OSHA Lead in Construction Standard (OSHA 29 CFR 1926.62) would be applicable.

3.2 Results (Refer also to Appendix A for Laboratory Reports)

Table II: Lead Paint Testing Results – P-997 SOF NSWTG-2 Combat Service Support Facilities February 21, 2020 (Refer also to sample results)

Sample Number Sample Location Analytical Results % by Weight

Building 772

772L-1

Bldg. 772 Closet Wall - White <0.0080

772L-2 Bldg. 772 Office Wall - Yellow <0.0080

772L-3 Bldg. 772 Exterior Wall - Tan 0.021

Table II cont’d.: Lead Paint Testing Results – P-997 SOF NSWTG-2 Combat Service Support Facilities February 21, 2020 (Refer also to sample results)

Building 3807

07L-1 Bldg. 3807 Classroom Wall - Tan <0.0080

07L-3 Bldg. 3807 2nd Floor Wall Interior- Tan <0.0080

07L-4 Bldg. 3807 2nd Floor Shower Wall

- Cream <0.0080

Building 3859

59L-1 Bldg. 3859 Tire Shop Door - White <0.013

59L-2 Bldg. 3859 Tire Shop piping – Greenish Red <0.026

59L-3 Bldg. 3859 2nd Floor Wall - Gray <0.0080

59L-4 Bldg. 3859 2nd Floor Wall - Green <0.0080

59L-5 Bldg. 3859 2nd Floor Wall – Lt.

Gray <0.0080

59L-6 Bldg. 3859 Stair Rail - Black <0.016

59L-7 Bldg. 3859 Tool Room Duct - White <0.0080

59L-8 Bldg. 3859 Tool Room Floor - Gray 0.038

59L-9 Bldg. 3859 Shop Area Duct - Tan <0.0080

Lead based paint greater than or equal to 0.5% by weight under the HUD and EPA guidelines was not identified associated with the buildings (See Table II Above). Lead was detected in paint at lower concentrations on the metal exterior wall for Building 772 and the Tool Room Floor in Building 3859. As such, the OSHA Standard 29 CFR 1926.62 does apply to the demolition of this building.

3.3 Recommendations: OSHA Regulations for Lead-Based/Lead-Containing Paint

It is important to note that OSHA, under its Lead in Construction standard (29 CFR 1926.62, Paragraph d), does not define acceptable levels of lead in paint at which no exposure to airborne lead (above the action level) would be expected. Rather, OSHA defines airborne concentrations, and references specific types of work practices and operations from which a lead hazard may be generated. Environmental and personnel monitoring should be conducted during any removal/demolition process (as appropriate) to verify that actual personal exposures are below the Permissible Exposure Limit (PEL). Under OSHA requirements, the contractor performing the work will be required to conduct this monitoring and follow all of the other requirements found under 29 CFR 1926.62.

GET recommends that all workers impacting painted surfaces as part of this project receive OSHA Lead in Construction Awareness training and that engineering controls and hygiene practices described in 29 CFR 1926.62 be followed during the disturbance of painted surfaces.

4.0 PCB-Containing Light Ballasts and Equipment/Components

4.1 Methodology

Light ballasts are the electrical components attached to fluorescent light fixtures usually found under a metal overplate. Prior to 1978, ballasts were commonly manufactured with polychlorinated biphenyls (PCBs). PCBs were used in fluorescent light ballasts because of their good electrical insulating capabilities. Ballasts made after 1978 are usually marked "Non-PCB."

During this survey, none of the observed light ballasts associated with the buildings contained stickers indicating that they were non-PCB containing.

4.2 Findings and Recommendations

GET recommends that any fluorescent light ballasts that may be found within the buildings that do not contain the “Non-PCB” label be assumed to contain PCBs. Ballasts with a clearly marked “Non-PCB” label are not regulated and can be disposed of with general construction and demolition debris. Should fluorescent light ballasts without the “Non-PCB” label be encountered, they should be removed, disposed of and/or recycled according to Federal and Commonwealth of Virginia Waste Disposal Guidelines by an appropriately licensed contractor.

5.0 Mercury-Containing Components

5.1 Methodology

Mercury is used in several building components including fluorescent lamps, thermostats and thermometers. GET conducted a visual non-invasive survey to identify mercury-containing components throughout the building.

5.2 Results

During this survey, GET personnel observed approximately 160 fluorescent lamps throughout the study area. GET did not observe any thermostats or thermometers suspected to contain mercury.

5.3 Findings and Recommendations

GET recommends that all fluorescent bulbs within the buildings be presumed to be mercury-containing. The mercury-containing building components that are to be impacted as part of renovation/demolition activities should be removed, disposed of and/or recycled according to Federal and Commonwealth of Virginia hazardous waste disposal guidelines by an appropriately licensed contractor.

GET appreciates the opportunity to provide you with these environmental consulting services.

Should you have any questions regarding this report or require additional services, please feel free to contact us at your convenience.

Respectfully Submitted, G E T Solutions, Inc.

T. Christopher Hahn, REM Director of Environmental Services Attachments: Limitations, Laboratory Analysis and Chain-Of-Custody Documentation

6.0 Limitations

This report has been prepared for the exclusive use of Clark Nexsen and/or their agents and assigns. This service was performed in accordance with generally accepted environmental practices. No other warranty, expressed or implied, is made. Our conclusions and recommendations are based, in part, upon information provided to us by others and our site observations. We have not verified the completeness or accuracy of the information provided by others, unless otherwise noted. Our observations and recommendations are based upon conditions readily visible at the site at the time of our site visit, and upon current industry standards.

Areas inspected for the referenced materials herein were limited to those designated by the Client.

During this study, suspect material samples were analyzed for lead-based paint. As with any similar survey of this nature, actual conditions exist only at the precise locations from which suspect samples were collected. Certain inferences are based on the results of this sampling and related testing to form a professional opinion of conditions in areas beyond those from which the samples were collected. It is also understood that this is a non-invasive survey so that it is possible that concealed materials may be present that were not accessible during the original survey. No other warranty, expressed or implied, is made.

Under this scope of services, GET assumes no responsibility regarding response actions (e.g.

O&M Plans, Encapsulation, Abatement, Removal, etc.) initiated as a result of these findings. GET assumes no liability for the duties and responsibilities of the Client with respect to compliance with these regulations. Compliance with regulations and response actions are the sole responsibility of the Client and should be conducted in accordance with local, state, and/or federal requirements and should be performed by appropriately qualified and licensed-personnel, as warranted.

GET Solutions, Inc. by virtue of providing the services described in this report, does not assume the responsibility of the person(s) in charge of the site, or otherwise undertake responsibility for reporting to any local, state, or federal public agencies any conditions at the site that may present a potential danger to public health, safety, or the environment. The Client agrees to notify the appropriate local, state, or federal public agencies as required by law, or otherwise to disclose, in a timely manner, any information that may be necessary to prevent any danger to public health, safety, or the environment. The contents of the report should not be construed in any way as a recommendation to purchase, sell, or develop the project site.

Asbestos Analytical Results and Chain-Of Custody Documentation

OrderID: 042004781

Lead Paint Analytical Results and Chain-Of Custody Documentation

Client Sample Description ConcentrationLab ID Analyzed Weight Lead

Collected

EMSL Analytical, Inc.

200 Route 130 North, Cinnaminson, NJ 08077 Phone/Fax: (856) 303-2500 / (856) 786-5974 http://www.EMSL.com cinnaminsonleadlab@emsl.com

Attn: Chris Hahn GET Solutions, Inc.

5465 Greenwich Rd Virginia Beach, VA 23462

Received: 02/22/20 10:15 AM

P997 / VB19-123E

Fax: (757) 518-1704 Phone: (757) 518-1703

Project:

2/21/2019Collected:

Test Report: Lead in Paint Chips by Flame AAS (SW 846 3050B/7000B)*

202002042 CustomerID: GETS42 CustomerPO: VB19-125E ProjectID:

EMSL Order:

0.2628 Site: Bldg 772 - Closet Wall - White

202002042-0001772L-1 <0.0080 % wt2/22/2020 g2/21/2019

0.2724 Site: Bldg 772 - Office Wall - Yellow

202002042-0002772L-2 <0.0080 % wt2/22/2020 g2/21/2019

0.1468 Site: Metal Bldg. Ext. Wall - Tan

202002042-0003772L-3 0.021 % wt2/22/2020 g2/21/2019

0.2639 Site: Bldg 3807 - Classroom Wall - Tan

202002042-000407L-1 <0.0080 % wt2/22/2020 g2/21/2019

0.2298 Site: Bldg 3807 - 2nd FL. Wall - Tan

202002042-000607L-3 <0.0087 % wt2/22/2020 g2/21/2019

0.2709 Site: Bldg 3807 - Showers Wall - Cream

202002042-000707L-4 <0.0080 % wt2/22/2020 g2/21/2019

0.1552 Site: Bldg 3859 - Tire Shop Door - White

202002042-000859L-1 <0.013 % wt2/22/2020 g2/21/2019

0.0781 Site: Bldg 3859 - Tire Shop Piping - Greenish Red

202002042-000959L-2 <0.026 % wt2/22/2020 g2/21/2019

0.2550 Site: Bldg 3859 - 2nd FL. Wall - Gray

202002042-001059L-3 <0.0080 % wt2/22/2020 g2/21/2019

0.2624 Site: Bldg 3859 - 2nd FL. Wall - Green

202002042-001159L-4 <0.0080 % wt2/22/2020 g2/21/2019

0.2632 Site: Bldg 3859 - 2nd FL. Wall - Gray

202002042-001259L-5 <0.0080 % wt2/22/2020 g2/21/2019

0.1232 Site: Bldg 3859 - Stair Rail - Black

202002042-001359L-6 <0.016 % wt2/22/2020 g2/21/2019

0.2584 Site: Bldg 3859 - Tool Room - 1st Floor Duct - White

202002042-001459L-7 <0.0080 % wt2/22/2020 g2/21/2019

0.2652 Site: Bldg 3859 - Tool Room Floor - Gray

202002042-001559L-8 0.038 % wt2/22/2020 g2/21/2019

0.2820 Site: Bldg 3859 Shop Area - Duct - Tan

202002042-001659L-9 <0.0080 % wt2/22/2020 g2/21/2019

Phillip Worby, Lead Laboratory Manager or other approved signatory

Test Report ChmSnglePrm/nQC-7.32.3 Printed: 2/24/2020 2:18:29 PM

*Analysis following Lead in Paint by EMSL SOP/Determination of Environmental Lead by FLAA. Reporting limit is 0.008 % wt based on the minimum sample weight per our SOP. Unless noted, results in this report are not blank corrected. This report relates only to the samples reported above and may not be reproduced, except in full, without written approval by EMSL. EMSL bears no responsibility for sample collection activities. Samples received in good condition unless otherwise noted. "<" (less than) result signifies that the analyte was not detected at or above the reporting limit. Measurement of uncertainty is available upon request. The QC data associated with the sample results included in this report meet the recovery and precision requirements unless specifically indicated otherwise.

Definitions of modifications are available upon request.

Samples analyzed by EMSL Analytical, Inc. Cinnaminson, NJ NELAP Certifications: NJ 03036, NY 10872, PA 68-00367, AIHA-LAP, LLC ELLAP 100194, A2LA 2845.01

Initial report from 02/24/2020 14:18:29

OrderID: 202002042

OrderID: 202002042

Attachment J

ABOVEGROUND STORAGE TANK (AST)

CLOSURE REPORT FORM

Attachment K

TOPGOGRAPHIC SURVEY

Attachment L

PERMIT RECORD OF DECISION (PROD)

Attachment M

UTILITY CONNECTION PERMIT

APPLICATION AND INSTRUCTIONS

UTILITY CONNECTION PERMIT APPLICATION Tracking #:___________

SECTION A - GENERAL INFORMATION

1. Requesting Activity: ____________________________________________________

2. Point of Contact: _____________________ Phone Number: ___________________

3. Project Location: _______________________________________________________

4. Type of Work: (Check all that apply.)

New Construction Building Addition Renovation

Demolition/Utility Disconnection Repair Utility Upgrade

5. Work will involve the following utilities: (Check all that apply.)

Water Sewer Electric Steam Gas

a. If Sewer is checked, will the connection be permanent or temporary?

Permanent Temporary (Proceed to question 6)

b. If a permanent connection is required and this project involves construction, contact the NAVFAC XXXXXX Environmental Business Line (Code EV) to determine if Certificate to Construct/Certificate to Operate (CTC/CTO) is required before proceeding.

6. Work to be performed by:

ROICC Contract NAVFAC XXXXXX Maintenance Department Contract NAVFAC XXXXXX Utilities and Energy

Management Product Line Other: ______________________________________________________________

7. Contract Title: ________________________________________________________

Contract/J.O./MAXIMO Number: ______________Drawing Number: _____________

NAVFAC NAVFAC XXXXXX Design Activity Other:____________

NOTE: Submit a complete set of drawings with the application. Include specifications if available.

SPECIFICATIONS INCLUDED: YES NO

DESIGN CALCULATIONS INCLUDED: YES NO

8. Designed by Firm/Activity: _____________________________________________

Point of Contact: _____________________________ Phone: _________________

9. Submitted by: (This is usually the Engineer in Charge (EIC) or AIC.):

Name: __________________________ Signature: __________________________

Title: __________________ Request Date: ________ Phone: __________

10. Reviewed by: __________________________ Date: ________

Approved Disapproved

SECTION B - WATER

PART A - DOMESTIC WATER SERVICE CONNECTIONS

Complete the following for all domestic water service connections to water distribution system lines.

1. Number of Domestic Water Service Connections

(a) Existing service connections disconnected from water line __________

(b) New service connections connected to water line ___________

2. List the following for all new domestic water service connections to water distribution system lines. See Instructions for clarification.

(a) Pipe Size(s) _________________________________________

(b) Pipe Material(s) _________________________________________

(c) Pipe Class or Schedule _________________________________________

(d) Required Capacity (in gpm) _________________________________________

(e) Required Pressure (in psi) _________________________________________

(f) Meter Size(s) _________________________________________

(g) Meter Type(s) _________________________________________

(h) Backflow Preventer (Yes/No) _________________________________________

PART B - FIRE PROTECTION (HIGH PRESSURE/NON-POTABLE) WATER SERVICE

CONNECTIONS

Complete the following for all fire protection (high pressure/non-potable) water service connections to fire protection system lines.

1. Number of Fire Protection (High Pressure/Non-Potable) Water Service Connections

(a) Number of existing service connections disconnected from fire protection line _________

(b) Number of new service connections connected to fire protection line

2. List the following for all new fire protection (high pressure/non-potable) water service connections to fire protection system lines. See Instructions for clarification.

(a) Pipe Size(s) ________________________________________

(b) Pipe Material(s) ________________________________________

(c) Pipe Class or Schedule ________________________________________

(d) Required Capacity (in gpm) _________________________________________

(e) Required Pressure (in psi) _________________________________________

(f) Backflow Preventer (Yes/No) _________________________________________

SECTION C - SANITARY SEWER

PART A - SANITARY SEWER LATERAL CONNECTIONS

Complete the following information for work involving all sanitary sewer lateral connections to sanitary sewer mains.

1. Number of Sanitary Sewer Laterals

(a) Existing laterals disconnected from sanitary sewer main __________

(b) New laterals connected to sanitary sewer main __________

2. List the following for all new sanitary sewer lateral connections. See Instructions for clarification.

(a) Pipe Size(s) _________________________________________

(b) Pipe Material(s) _________________________________________

(c) Pipe Class or Schedule _________________________________________

(d) Total Added Design Capacity (gpm)____________________________________

3. Type of Discharge from New Sanitary Sewer Laterals

(a) Building Type: (Check all that apply)

Office Residential Housing Recreational Warehouse Food Service Fuel Depot Commercial Barracks Trng. Facility Medical Industrial Aircraft Hangar Other (Specify)________________________________

(b) Indicate below any of the operations occurring in the above buildings: (Please check all that apply. If none of these apply, check N/A.)

N/A Food Preparation Operations Photo Processing or X-Ray Operations Laboratory or Clinics Industrial Laundry or Dry Cleaning Printing Operations (other than copy machines for office use) Handling or Collecting Used Oils, Solvents, Degreasers, or HW Grease Traps

PART B - SANITARY SEWER MAINS

Complete the following information for work involving all sanitary sewer mains.

1. Number of sanitary sewer manholes abandoned __________

2. Number of sanitary sewer manholes installed __________

3. Linear feet of sanitary sewer main abandoned __________

4. Linear feet of sanitary sewer main installed __________

5. List the following for all new sanitary sewer mains:

(a) Pipe Size(s) _____________________________________________________

(b) Pipe Material(s)_____________________________________________________

(c) Pipe Class or Schedule_______________________________________________

PART C - SANITARY SEWER PUMP STATIONS

Complete the following information for work involving all sanitary sewer pump stations.

1. Number of sanitary sewer pump stations abandoned __________

2. Number of sanitary sewer pump stations installed __________

3. Number of pumps installed at each pump station _________________________

4. Size of each pump installed ____________________________________________

5. Attach details for pump station cut sheets, pump/ system curves, visible and audible alarms/ channels, bypass pump connections, valve and check valve connections, and wet well level monitoring systems.

SECTION D - ELECTRIC

PART A - PRIMARY

If the work involves the primary, complete the following:

1. System Voltage: 34.5 KV 19.9KV 13.2 KV 11.5 KV

4.16 KV 2.4 KV 2.3 KV

TRANSFORMER:

2. Installation: New Upgrade Existing Repair

3. Type: Pad mount Unit Substation Pole mount Station

4. Primary BIL: 200 KV 150 KV 95 KV 60 KV Secondary BIL: 150 KV 95 KV 60 KV 30 KV

5. Rating:_______________KVA

6. Primary Connection: Live Front Dead Front

PRIMARY CONNECTION:

7. Overhead Underground

8. Conductor Size: ____________ Copper Aluminum

9. Type: _______________________________________

10. Insulation Level: 133% 100%

11. Point of Connection to Utility: (Check all that apply)

Existing Distrib. Switch Splice in Manhole Overhead Line Tap

New Distribution Switch Other. (Specify.) _____________________

Primary Circuit to be connected to (if known):_________________________

PART B - SECONDARY

If the work involves the secondary, complete the following:

12. Installation: New Upgrade (Load study required) Repair

13. Transformer Load Study Performed: Yes (Provide) No - Date expected:

14. Watt-hour meter: Form________________________________________________

Type: Transformer rated Self-contained

SECTION E - STEAM

1. Purpose of new line/service: (Please check all that apply.)

Building Heating Water Heating AC/Humidity Control Other (Specify)_______________________________________________________

2. Size of New Line_________________________________________________________

3. Size of Existing Line at Connection Point________________________________

4. Required Capacity (lbs./hr.)_____________________________________________

5. Required Pressure (psi)__________________________________________________

6. Meter model/size: _______________________________________________________

SECTION F - NATURAL GAS

1. Size of New Line_________________________________________________________

2. Size of Existing Line at Connection Point________________________________

3. Pipe Material____________________________________________________________

4. Required Capacity _______________________________________________________

5. Required Service Pressure________________________________________________

6. Meter model/size:________________________________________________________

Enclosure (2)

INSTRUCTIONS FOR COMPLETION OF A UTILITY CONNECTION PERMIT APPLICATION

All questions must be answered. DO NOT LEAVE BLANKS. If a question is not applicable, indicate so on the form. Instructions for answering the questions on the permit form are given below.

SECTION A - GENERAL INFORMATION

1. Enter the name of the activity having financial responsibility for the facility being served by the proposed utility work.

2. Enter the name and phone number of an activity point of contact responsible for the proposed utility work.

3. Enter the building number and name that is served by the proposed utility work.

4. Check the categories that correspond to the majority of the work. Abandonment of utilities should be considered demolition. Check all that apply.

5. Check each utility that is being altered, added, or upgraded. For each utility checked, please complete the appropriate section in the application. For telephone connections, please contact Activity Providing Telecommunications Service Department, Code N-36, NAVCTAMSLANT Norfolk at 322-2069

6. Indicate the activity performing the construction or responsible for the administration of the construction contract.

7. Indicate the project title. Enter the construction contract number or job order number that identifies the construction project. Enter the NAVFAC, PWC, and/or design activity drawing number. Indicate the type of drawing (e.g. NAVFAC, PWC, etc.) Attach all existing design drawings or sketches showing proposed work to the utility systems. Indicate if specifications are included.

8. Enter the name of the organization, a point of contact, and a phone number for the party responsible for the design of the proposed work.

9. Enter the name, job title, application submission date, phone number, and signature of the EIC OR AIC completing the application.

SECTION B - WATER

PART A - DOMESTIC WATER SERVICE CONNECTIONS

1a. Enter the number of existing domestic water service connections disconnected from the PWC Code 600-owned water distribution system involved in the proposed work.

1b. Enter the number of new domestic water service connections connected to the PWC Code 600-owned water distribution system involved in the proposed work.

2a. Indicate the size(s) of the water pipe to be tied into the domestic water distribution system.

2b. Indicate the type(s) of water pipe material to be tied into the domestic water distribution system (e.g. ductile iron, PVC, copper).

2c. Indicate the class of water pipe that is to be tied into the domestic water distribution system (e.g. Class 150, Class 250, Schedule 40, Schedule 80).

2d. Indicate the design capacity for all new domestic water service connections tying into Code 600-owned water lines.

2e. Indicate the design pressure for all new domestic water service connections tying into Code 600-owned water lines.

2f. Indicate the size(s) of the water meter to be installed.

2g. Indicate the type(s) of water meter to be installed (e.g. positive displacement, turbine, dual flow).

2h. Indicate whether a backflow prevention device is to be installed.

PART B - FIRE PROTECTION (HIGH PRESSURE/NON-POTABLE) WATER SERVICE CONNECTIONS

1a. Enter the number of existing fire protection (high pressure/non-potable) water service connections disconnected from the PWC Code 600-owned fire protection water distribution system involved in the proposed work.

1b. Enter the number of new fire protection (high pressure/non-potable) water service connections connected to the PWC Code 600-owned fire protection water distribution system involved in the proposed work.

2a. Indicate the size(s) of the water pipe to be tied into the fire protection (high pressure/non-potable) water distribution system.

2b. Indicate the type(s) of water pipe material to be tied into the fire protection (high pressure/non-potable) water distribution…