DRFTSOW_Vehicle_Charging_Stations.pdf

Electric Vehicle Charging Stations

Building # A-9, 690, 679 NUWC,1CC

At the

Naval Station, Newport, RI

Submitted By: Bruce Lamoureux Date: 14 March 2019

Approved By:

Facilities Service Contracts Branch Head: Eric Krushnowski

Reviewed By: Roberta Regan

Prepared By: Bruce Lamoureux

Revision 6 2 2/26/18

1. Points of Contact

Contracting Officer and Contracting Officer Representative (COR)

2. General Description

2.1 The Contractor shall provide supervision, labor, material, and equipment required to perform all work for the following project: The project objective is to provide five (5) plugin electric vehicle (PEV), Level 2 charging stations at various locations at Naval Station Newport. The work shall include electrical service to and all necessary electrical upgrades to energize the PEV charging stations, provide of the electric vehicle supply equipment (EVSE) and site preparations and modifications. All work shall be done in a manner to provide a complete, usable and finished end product. See section “16. Work Requirements” for an expanded and detailed scope of work.

2.2 All work shall be performed in accordance with, but not limited to, the standards referenced herein, state and federal codes, laws and regulations.

3. Locations

The work shall be performed at the following buildings.

3.1 Building A-9

3.2 Building 690

3.3 Building NUWC 679

3.5 Building 1CC

4. Time for Completion

The project Contraction Completion Date (CCD) shall be (180) calendar days from award.

5. Examination of the Premises

Site visits by quotas are encouraged and can be arranged by contacting the

COR.

6. Inspection and Approval

All material and workmanship shall be subject to the inspection and approval of the COR.

7. Special Scheduling Requirements/Work Procedures

Revision 6 3

7.1 Routine hours of work shall be performed between 0700 1600 Monday thru Friday. Weekend work may be granted if approved by the COR.

Utility interruptions shall be scheduled during off-hours unless approved otherwise.

7.2 Existing and adjacent spaces to remain in operation during construction shall be protected from damage, dust, and debris at all times. Damage to any existing spaces, finishes, items, furniture and equipment, as a result of the contractor’s operations, shall be replaced in-kind by the Contractor at no expense to the Government.

7.3 Construction work areas shall have complete and secure separation from adjacent occupied areas.

7.4 The Contractor must perform positive identification and locating of existing utilities prior to any concrete chipping, saw cutting, core drilling, or digging of any kind.

8. Passes and Badges

8.1 All Contractor employees shall obtain the required employee and vehicle passes.

8.2 For Naval Station Newport Base Access Procedures, please see https://www.cnic.navy.mil/regions/cnrma/installations/ns_newport/om/fire_and

_emergency_services/Security.html

8.3 For NUWC facility please see enclosure_5 visit request Contractor’s note that vetting for a DBIDS card and can take up to 15 business days processing time.

9. Safety

9.1 Conduct all work in a safe manner and comply with all requirements of the U.S. Army Corps of Engineers Safety and Health Requirements Manual

EM-385-1-1.

9.2 The Contractor shall provide an Accident Prevention Plan and Activity

Hazard Analysis plan for approval by the COR. Submit within (7) days from issuance of this Purchase Order, and obtain approval prior to start of any construction activities.

Revision 6 4

10. Environmental Not Used

11. Hazardous Materials Disclosure Statements

11.1 Identify hazardous material and provide Material Safety Data all hazardous material in accordance with EM-385-1-106.B.03e.

11.2 If the contracted work involves the use or removal of hazardous material the contractor shall provide both a hazardous material inventory report and a daily report including an identification and quantity of the hazardous material used or removed to the contracting officer.

11.3 Paint Containing Lead, Cadmium and Chromium (For projects that require disturbance or removal): Work which requires the disturbance or removal of paint that has been determined to contain all or any of the following: lead, cadmium and chromium, shall be performed in accordance with 29 CFR 1926.62, 29 CFR 1926.1126 and 29 CFR 1926.1127.

a. Other Hazardous Materials (For projects that require disturbance or removal): Work which requires the disturbance or removal of any of the following: mercury and LLR Components, and PCB’s, shall be performed in accordance with 29 CFR 1910.1000, 10 CFR 20, 40 CFR 273, and 40

CFR 761.

b. Contractor shall provide clean certified soil where fill is required, including top soil. Areas to be filled, even though small for this project, shall be cleared, grubbed, and stripped of top soil to remove vegetation, roots, and any other objectionable material. Contractor must dispose of excess material. Contractor shall dispose of excess material. All areas that are disturbed must be capped in accordance with the NAVSTA soil management plan (See Enclosure_1).

12. Submittals

The Contractor shall submit the following documents required for government approval, prior to the start of any construction activities. Manufacturers product

Revision 6 5 data, shop drawings, testing data, manufacturer warranties, work schedule, equipment checklist.

13. Competent Person (CP)

Submit name, address, and telephone number of the CP selected to perform responsibilities specified in paragraph COMPETENT PERSON (CP) RESPONSIBILITIES. Provide documented construction project-related experience for the specified work. (e.g., confined space entry, scaffolding, fall protection or any other activities as specified by OSHA/this manual) shall be identified and included in the AHA, as well as proof of their competency/qualification. Submit proper documentation that the CP is trained and certified in accordance with federal, State and local laws.

14. Competent Person (CP) Responsibilities

a. Verify training meets all federal, State, and local requirements.

b. Ensure work is performed in strict accordance with specifications at all times.

c. Control work to prevent hazardous exposure to human beings and to the environment at all times.

d. Certify the conditions of the work as called for elsewhere in this specification.

e. The responsibilities are required but not limited to the work specified in this document. Competent person shall comply with the U.S. Army Corps of

Engineers Safety and Health Requirements Manual EM-385-1-1.

f. Recognizes or uses correct English grammar, punctuation, and spelling;

communicates information (for example, facts, ideas, or messages) in a succinct and organized manner; produces written information, which may include technical material that is appropriate for the contract. Proficient to use today’s office technology, and computer software including MS Office with a focus on Microsoft Word, Excel PowerPoint and the ability to make files into PDF format.

15. Contractor Presence

An employee of the prime contractor who has full authority to make decisions and obligate the prime contractor shall be physically present at any requested key meetings and site visits. Examples of these key meetings include but are not limited to pre-construction meetings, progress meetings, and inspections at the job site. Sending a subcontractor to represent prime contractor at related meetings is not authorized.

Revision 6 6

16. Work Requirements.

The contractor shall provide all necessary supervision, labor, material & equipment to complete the work described below, and as indicated in the following attached enclosures and associated specifications:

Enclosure_1

Enclosure_2

Enclosure_3

UFGS 11 11 37 Electrical Vehicle Supply Equipment

All work shall meet or exceed the NEC and all state and local requirements.

The project shall include, but not be limited to, providing (5) electrical vehicle charging stations with (2) plugs in each station at (4) separate locations:

buildings A9(2ea), 690, 679 & 1 as described herein complete and ready for use.

Each station shall support charging for (2) vehicles simultaneously.

Charging Stations: Provide dual port level 2 electrical vehicle charging stations with cellular capability with the minimum requirements below and as shown in UFGS 11 11 37.

Connector and Electrical Minimum Requirments

Input Cord NEMA 6-50

AC Power Output Rating 7.7kW

AC Power Input Rating 208/240V AC 60Hz single phase @32A

Required Service Panel Breaker Dedicated Dual Pole 40A

Power Wiring 3 Wire – L1, L2 plus Earth

Charging Cord Lengths 18'

Connector Type SAE J1772

Power Measurement Accuracy +/- 2.0% from 2% to full scale

Safety and Operational Ratings Minimum Requirements

Enclosure Ratings Type NEMA 4XSS

Safety and Compliance UL and ULc listed product per UL2594, UL2231-1, UL2231-2. NEC Article 625 compliant

EMI Compliance FCC Part 15 Class B

Storage Temperature -40 to 60°C (-40 to 140°F) ambient

Operating Temperature -30 to 50°C (-22 to 122°F) ambient

Operating Humidity Up to 85% at 50°C (122°F) non-condensing

Non-Operating Humidity Up to 95% at 50°C (122°F) non-condensing

Revision 6 7

16.1 Building Location, A-9

Site work: Provide (2) wall mounted charging stations. One unit shall be exterior and one interior. See enclosure_2 Building A-9 EV Stations for approximate locations. Mount both units on masonry wall according to the manufactures requirements. This site is a high bay area. This site has lead paint, provide a lead plan for approval prior to starting any work. This site has two brick walls that will need to be drilled through.

Curb Stops: Provide anchored concrete curb stop approximately 3 feet in front of the charging station

Signage: (1) Provide reflective sign on masonry exterior of building and display US Department of Transportation symbol for Electric Vehicle Charging Station, and include the following verbiage: “For Government Electric Vehicles Only”. Sign must be reflective, and mounted using: masonry fasters according to the manufactures requirements.

Painting: Contractor shall provide a designated parking spot. The area shall be hatched with diagonal lines in green reflective quality paint by the contractor.

Electrical Service: Provide service from main panel to self-contained meter-main load center. provide (4) 1 conductor #3AWG, 600V THWN in 2” conduit from main panel to self-contained meter-main load center & first station, distance is approximately 350 feet. Provide 2” conduit from meter-main load-center to second station, distance is approximately 150 feet. Also provide a 1” conduit for the entire 350’ for future use. (see enclosure_2 Building A-9 EV

Stations). as shown. Provide self-contained meter-main load-center on inside of building as shown.

Self-contained meter-main load-center shall have the minimum requirements below.

*** Meter shall be provided by the government ***

Main Disconnect

Branch Circuits

Service Type

AIC

Rating

Ampacity Max. Voltage

Number of Jaws

100A 3P 18 30/ /4W 10K 100 208/120 7

Provide NEMA 4XSS. Provide (4) 40A, 2 pole circuit breakers. Provide two sets (5) 1/ conductor #6AWG, 600V THWN. (See enclosure_3 for wire diagram connection to charging station) All wires shall be labeled to & from

Revision 6 8 enclosures with heat shrink sleeve type markers. Conduit and cable size shall be increased as necessary to prevent voltage drop greater than 3%. All conductors shall be copper. Conduit shall be rigid metal conduit unless specified otherwise.

16.2 Building Location, 690

Site work: Provide (1) ground mounted charging station. The unit shall be located according to enclosure_2 Building 690 EV Station.

EVSE Cement Base: Provide pre-cast or poured-in place 4000 psi concrete base with threaded anchors to match EVSE pedestal, provide rigid conduit sleeves. Provide equipment grounding for EVSE as required by manufacturer.

Bollards: Provide a minimum of two bollards; positioned in-between EVSE and parking space spaced 18” apart. Bollards shall be 4” schedule 80 concrete filled steel pipe posts with yellow post sleeve with dome top and made from thermoplastic polyethylene at least 1/8” thick. Final bollard height to be 4’ above level ground including a 1” wash, and extend 3’6” below grade in 4000 psi concrete base no less than 6” of 4000 psi concrete surrounding bollard below grade.

Signage: (1) Provide reflective sign within 2-foot perimeter of charging station and display US Department of Transportation symbol for Electric Vehicle Charging Station, and include the following verbiage: “For Government Electric Vehicles Only”. Sign must be reflective, and mounted according to the manufactures requirements.

contractor.

Electrical Service: Feed charging station from main panel in mechanical room see enclosure_2 Building 690 EV Station. Provide buried conduit as shown, repair any damage to asphalt, existing 4000 psi concrete and grass.

Provide (4) 1 conductor #3AWG, 600V THWN in 1 1/2” provide conduit from main panel to self-contained meter-main load center. Also provide a 1” conduit for future use. (see enclosure_3). Provide self-contained meter-main load-center on outside of building as shown.

Self-contained meter-main load-center shall have the minimum requirements

Revision 6 9

*** Meter shall be provided by the government ***

Main Disconnect

Branch Circuits

Service Type

AIC

Rating

Ampacity Max. Voltage

Number

Provide 1 1/4” rigid metal conduit. (Sized for expansion) from new self-contained meter-main load-center to charging station. All mounting hardware must be stainless steel in meter-main load-center. Enclosure & shall be rated

NEMA 4XSS. Provide (2) 40A, 2 pole circuit breakers. Provide (5) 1/ conductor #6AWG, 600V THWN. (See enclosure_3 for wire diagram connection to charging station) All wires shall be labeled to & from enclosures with heat shrink sleeve type markers. All conductors shall be copper. Conduit shall be rigid metal unless specified otherwise.

16.3 Building Location, NUWC 679

Site work: Provide (1) Wall mounted unit. The unit shall be located according to enclosure_2. Mount unit using masonry fasters according to the

Signage: (1) Provide reflective sign on masonry exterior of building and display US Department of Transportation symbol for Electric Vehicle Charging Station, and include the following verbiage: “For Government Electric Vehicles Only”. Sign must be reflective, and mounted using: masonry fasters according to the manufactures requirements.

contractor.

Electrical Service: Provide 1” rigid metal conduit. from existing panel to station outside of masonry wall Provide stainless steel mounting hardware.

Enclosure shall be rated NEMA 4XSS. Provide (2) 40A, 2 pole circuit breakers. Provide (5) 1 conductor #6AWG, 600V THWN. (See enclosure_3 for wire diagram connection to charging station) All wires shall be labeled to & from enclosures with heat shrink sleeve type markers. Conduit and cable size shall be increased as necessary to prevent voltage drop greater than 3%. All conductors shall be copper. Conduit shall be rigid metal unless specified otherwise.

16.4 Building Location, 1CC

16.4.1.1.1.1 d

Revision 6 10

Site work: Provide (1) ground mounted charging station. The unit shall be located according to enclousure_2 Building 1 CC EV Station. Remove existing EV station and all its components and return to the government

EVSE Concrete Base: Provide pre-cast or poured-in place 4000 psi concrete base with threaded anchors to match EVSE pedestal, with rigid conduit sleeves. Provide equipment grounding for EVSE as required by manufacturer.

Bollards: Provide a minimum of two bollards; positioned in-between EVSE and parking space spaced 18” apart. Bollards shall be 4” schedule 80 concrete filled steel pipe posts with yellow post sleeve with dome top and made from thermoplastic polyethylene at least 1/8” thick. Final bollard height to be 4’ above level ground including a 1” wash, and extend 3’6” below grade in 4000 psi concrete base no less than 6” of 4000 psi concrete surrounding bollard below grade.

Signage: (1) Provide reflective sign on exterior fenced area and display US Department of Transportation symbol for Electric Vehicle Charging Station, and include the following verbiage: “For Government Electric Vehicles Only”.

Sign must be reflective, and mounted using: masonry fasters according to the contractor.

20.1 Electrical Service: Provide services from existing splice enclosure that has (3) 350-MCM cables, replace existing straight splices with T-splices, sized as needed for new tap. see enclosure_2 Bldg. 1CC EV Station. Provide

(4) 1 conductor #3AWG, & #8 ground 600V THWN in 1 1/2” conduit from splice enclosure to self-contained meter-main load center. Provide Self-contained meter-main load-center mounted on the back side of the panel.

Provide unistrut as needed. All connections shall meet the NEC requirements for outdoor use.

Self-contained meter-main load-center to meet the minimum requirements

*** Meter shall be provided by the government ***

Main Disconnect

Branch Circuits

Service Type

AIC

Rating

Ampacity Max. Voltage

Number

Provide 1 1/4” rigid conduit. (Sized for expansion) from new self-contained meter-main load-center to charging station. Also provide a 1” rigid metal

Revision 6 11 conduit for future use. Stainless steel mounting hardware, & enclosures & equipment rated NEMA 4XSS. Provide (2) 40A, 2 pole breaker. Provide (4) 1 conductor #6AWG, 600V THWN from load center to station. (See enclosure_3 for wire diagram connection to charging station) All wires shall be labeled to & from enclosures with heat shrink sleeve type markers.

Conduit and cable size shall be increased as necessary to prevent voltage drop greater than 3%. All conductors shall be copper. Conduit shall be rigid metal unless specified otherwise.

Soil Management Plan

Naval Station Newport, Newport, RI

This Soil Management Plan (SMP) has been prepared to establish procedures that will be followed should future construction, demolition or maintenance activities at the Naval Station Newport (NAYSTA) require the need to manage disturbed or excavated soil. The plan cannot be used to manage soils on Navy Installation Restoration (IR) sites, soils with known contamination, such as PCBs, asbestos, or mercury, soils regulated by the State of RI with contamination other than arsenic, and on propelty leased to private entities (e.g .

pri vatized Housing) .

Background

The property, located in Newport, RI, was established in 1869 with the construction of a torpedo station. The Navy War College was added in 1884 and the site was used for sailor training and housing and fueling facilities during World War II. Post WWII the property footprint and training activities were reduced while research and development efforts were increased . The soils on the property were found to contain arsenic that exceeds regulatory levels during a property-wide site investigation that included the collection and analysis of more than 1000 soil samples These soils must be removed and disposed of, or covered with Department (i.e. State of Rhode Island Department of Environmental Management) approved engineered controls, consisting of building foundations, asphalt pavement, and landscaping and environmental land use controls (ELUR) in order to prevent direct exposure to regulated soils.

Applicable Area

This SMP, and affiliated ELUR (when applicable), restricts the property to industrial or commercial usage, and pertains to the entire property. See attached site figure.

Soil Management

The direct exposure pathway is the primary concern at the site. Individuals engaged in activities at the site may be exposed through incidental ingestion, dermal contact, or inhalation of entrained soil particles if proper precautions are not taken. Therefore, the following procedures will be followed to minimize the potential of exposure.

During site work, the appropriate precautions will be taken to restrict unauthorized access to the property.

During all site/earth work, dust suppression (i.e. watering) techniques must be employed at all times. In the event that an unexpected observation or situation arises during site work, such activities will immediately stop (such as olfactory or visual evidence of waste material or contamination, PCB contamination or asbestos debris disposal). Workers will not attempt to handle the situation themselves but will contact the appropriate authority for fUlther direction.

bruce.lamoureux Typewritten Text Enclosure_1

If excess soil is generated /excavated from the property, the soil is to remain on-site for analytical testing, to be performed by an environmental professional, in order to determine the appropriate disposal and/or management options. The soil must be placed on and covered with polyethylene/plastic sheeting during the entire duration of its staging and secured with appropriate controls to limit the loss of the cover and protect against storm-water and/or wind erosion (i .e. hay bales, silt fencing, rocks, etc).

Excavated soils will be staged and temporarily stored in a designated area of the property.

Within reason, the storage location will be selected to limit the unauthorized access to the materials (i.e. away from public roadways/walkways). No soil will be stockpiled on-site for greater than 60 days without prior Department approval.

Soils excavated from the site may not be re-used as fill on residential property.

Excavated fill material shall not be re-used as fill on commercial or industrial properties unless it meets the Department's Method 1 Residential Direct Exposure Criteria for all constituents listed in Table 1 of the Rules and Regulations for the Investigation and Remediation of Hazardous Material Releases (Remediation Regulations) .

Excavated soil to be reused on non-Navy commercial or industrial properties must be sampled and analyzed, by a qualified environmental professional, at a frequency of one sample per 500 tons for all constituents in Table 1. Copies of the laboratory analysis results shall be maintained by the site owner and included in the annual inspection report for the site, or the closure report if applicable. In the event that the soil does not meet any of these criteria, the material must be properly managed and disposed of off site at a licensed facility.

Site soils, which are to be disposed of off-site (and not reused off-site), must be done so at a licensed facility in accordance with all local, state, and federal laws. Copies of the material shipping records associated with the disposal of the material shall be maintained by the site owner and included in the annual inspection report for the site.

Best soil management practices should be employed at all times and regulated soils should be segregated into separate piles (or cells or containers) as appropriate based upon the results of analytical testing, when mUltiple reuse options are planned (i.e. reuse on site, reuse at a Department approved industrial/commercial property, or disposal at a Department approved licensed facility) .

All non-disposable equipment used during the soil disturbance activities will be properly decontaminated as appropriate prior to removal from the site. All disposable equipment used during the soil disturbance activities will be properly containerized and disposed of following completion of the work. All vehicles utilized during the work shall be properly decontaminated as appropriate prior to leaving the site.

At the completion of site work, all exposed soils that remain on the site (i.e. have not been removed to licensed disposal facility) are required to be recapped with Department approved engineered controls (i.e. 2 feet of clean fill or equivalent; building foundations;

4 inches of pavement/concrete underlain with 6 inches of clean fill; and/or 1 foot of clean fill underlain with a geotextile liner) consistent or better than the site surface conditions prior to the work that took place. These measures must also be consistent with the Department approved ELUR recorded on the property. Any clean fill material brought on site is required to meet the Department's Method I Residential Direct Exposure Criteria or be designated by an Environmental Professional as Non-Jurisdictional under the Remediation Regulations. The Annual Inspection Report for the site, or Closure Report if applicable, should include either analytical sampling results from the fill demonstrating compliance or alternatively include written certification by an Environmental Professional that the fill is not jurisdictional.

Worker Health and Safety

To ensure the health and safety of on-site workers, persons involved in the excavation and handling of the material on site are required to wear a minimum of Level D personal protection equipment, including gloves, work boots and eye protection. Workers are also required to wash their hands with soap and water prior to eating, drinking, smoking, or leaving the site.

Department Approval

In accordance with the Departments ' requirements, no soil at the property is to be disturbed after an engineering control has been implemented in any manner without prior written permission of the Department's Office of Waste Management, except for minor inspections, maintenance, and landscaping activities that do not disturb the contaminated soil that is left in place.

As patt of the notification process, the Navy shall publish a notice, annually in the Newport Daily News that indicates that soil contain arsenic above the Department's Method 1 Direct Exposure Criteria, that soil work is planned on the property, and that individuals will be notified if work is to be done adjacent to privately-owned property.

In addition, the Navy will prepare an annual report to be submitted to the Department that summarizes construction work done on the property were soil was removed and inspections of sites on the property were soils with arsenic have been left in place and land use restrictions have been applied.

For soil that is removed, the report will identify the location, quantity, and ultimate destination. For sites with land use restrictions the inspections will include the location of the site and certification that the engineering controls remain in place.

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Enclosure_2 Bldg. A-9 Ev Stations

Document Generated from GeoReadiness Explorer bruce.lamoureux@navy.mil Prepared For:Map of:

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Enclosure_2 Bldg 690 EV station

Source: Navy GeoReadiness Repository bruce.lamoureux@navy.mil Prepared by: µ

NOT TO SCALEFOR OFFICIAL USE ONLY

02/27/2019

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Enclosure_2 Building 679 EV Stations

Source: Navy GeoReadiness Repository bruce.lamoureux@navy.mil Prepared by: µ

NOT TO SCALEFOR OFFICIAL USE ONLY

02/12/2019 bruce.lamoureux

Enclosure_2 Building 679 EV Stations

Source: Esri, DigitalGlobe, GeoEye, Earthstar Geographics, CNES/Airbus DS, USDA, USGS, AeroGRID, IGN, and the GIS User Community

Enclosure_2 Bldg_1 EV station

Source: Navy GeoReadiness Repository bruce.lamoureux@navy.mil Prepared by: µ

NOT TO SCALEFOR OFFICIAL USE ONLY

02/27/2019

Enclosure_2 Building 1CC Panel to TAP

Enclosure_2 Building 1CC Rear View of Panel to TAP bruce.lamoureux

Enlosure_4 Wire Diagram Example