B.08.02 Solicitation, Palm Beach O&M.pdf

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PALM BEACH HARBOR MAINTENANCE DREDGING, 33-FOOT PROJECT, ENTRANCE CHANNEL AND SETTLING BASIN PALM BEACH COUNTY, FLORIDA
Solicitation number
GROUP1-18-R-J020
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Jacksonville District

GROUP1-18-R-J020

PALM BEACH HARBOR MAINTENANCE

DREDGING, 33-FOOT PROJECT,

ENTRANCE CHANNEL AND

SETTLING BASIN

Palm Beach County, Florida

Construction Solicitation and Specifications

Task Order

14 AUGUST 2020

Palm Beach Harbor Maintenance Dredging, 33-Foot Project GROUP1-18-R-J020 Entrance Channel and Settling Basin, Palm Beach County, FL

DESIGN AUTHENTICATION

This project was designed by the Jacksonville District, U.S. Army Corps of Engineers. The initials or signatures and registration designations of individuals appear on these project documents within the scope of their employment as required by ER 1110-1-8152.

WILLIAM L. REILLY, P.E.

CHIEF, WATERWAYS SECTION,

DESIGN BRANCH ENGINEERING DIVISION

DENNIS J. ZEVENEY, P.E.

CHIEF, GEOSYSTEMS BRANCH

ENGINEERING DIVISION

DAVID DUDLEY, P.E.

CHIEF, DESIGN BRANCH

ENGINEERING DIVISION

LAUREEN A. BOROCHANER, P.E.

CHIEF, ENGINEERING DIVISION

GROUP1-18-R-J020 SF1442-A1

ADDENDUM TO THE STANDARD FORM 1442

Palm Beach Harbor Maintenance Dredging, 33-Foot Project Entrance Channel and Settling Basin, Palm Beach County, Florida

NOTICE OF INTENT TO ORDER: THIS OPPORTUNITY IS AVAILABLE ONLY TO

THE FOLLOWING CONTRACTORS AWARDED A CONTRACT UNDER

SOLICITATION NUMBER W912EP18R0029, GROUP 1 - UNRESTRICTED:

Callan Marine, Ltd. (W912EP19D0023); Cashman Dredging & Marine Contracting Co., LLC (W912EP19D0024); Cavache Inc. (W912EPD0025); Continental Heavy Civil Corp (CHC) (W912EP19D0026); Cottrell Contracting Corporation (W912EP19D0027); Great Lakes Dredge & Dock Company, LLC (W912EP19D0028); J.T. Cleary Inc. (W912EP19D0029);

Manson Construction Co. (W912EP19D0030); Marinex Construction, Inc.

(W912EP19D0031); Norfolk Dredging Company (W912EP19D0032); Orion Marine Construction, Inc. (W912EP19D0033); Southern Dredging Co., Inc. (W912EP19D0034);

The Dutra Group (W912EP19D0035); Waterfront Property Services, LLC dba Gator Dredging (W912EP19D0036); Weeks Marine, Inc. (W912EP19D0037).

PROPOSALS WILL NOT BE CONSIDERED FROM ANY ENTITY OTHER THAN THE

PREVIOUSLY LISTED FIRMS INCLUDED IN THE GROUP 1 - UNRESTRICTED

DREDGING MATOC POOL.

EVALUATION: The award of the task order will be made on the basis of Lowest Price, Technical Acceptable (LPTA) evaluation method. To be considered technically acceptable, an offeror’s proposal must be rated “Acceptable under all non-price factors.

The factors for evaluation will be as follows:

FACTOR 1 - Availability of technically acceptable dredge(s)

FACTOR 2 - Past performance

FACTOR 3 - Price

SUBMISSION REQUIREMENTS: Contractors are required to submit the following:

FACTOR 1 - Availability of technically acceptable dredge(s).

The contractor shall provide a letter on company letterhead identifying the dredge(s) the contractor proposes to do the work and the current location of dredge(s).

Evaluation Method:

The Government will evaluate all identified dredge(s) submitted to determine whether the identified dredge(s) have been found technically acceptable by the Contracting Officer prior to the proposal due date. The Government will also determine whether the dredge(s) are available to meet the required period of performance as stated in the

GROUP1-18-R-J020 SF1442-A2

Notice of Intent.

To be determined Acceptable for Factor 1, the identified dredge(s) must have been found technically acceptable prior to the proposal due date and available to meet the required period of performance.

FACTOR 2 - Past performance.

NO SUBMISSION REQUIREMENT. Past Performance information submitted in response to the Dredging MATOC (Solicitation No. W912EP18R0029) will be used to determine the offeror’s record of complying with contractual requirements and meeting acceptable levels of performance risk.

Evaluation Method:

Past Performance was evaluated for all contractors under the Dredging MATOC. An "Acceptable" rating was earned under Past Performance for all offerors that received an award in accordance with the solicitation evaluation criteria for the Dredging MATOC (Solicitation No. W912EP18R0029). Therefore, for this task order all offerors will receive the Past Performance rating of "Acceptable".

Note: The Government reserves the right to use recent and relevant project data independently obtained from other Government or commercial sources or from any other sources available to include, but not limited to: (1) the Past Performance Information Retrieval System (PPIRS), (2) Federal Awardee Performance and Integrity Information System (FAPIIS) or Electronic Subcontract Reporting System (eSRS), or other data bases; (3) interviews with Program/Project Managers and Contracting Officers or rely upon personal business experience with the offeror; and (4) consider any information the offeror submits which explains any problems encountered on the identified contract and the offeror's corrective actions. The Government reserves the rights to obtain and evaluate past performance information from any source it deems appropriate. Information related to the contractor’s (or contractor’s team) performance in Quality, Schedule, Management, Regulatory Compliance, and Safety/Security will be reviewed from the aforementioned additional sources to determine the offeror “Acceptable” or “Unacceptable.

FACTOR 3 – Price.

The Offeror’s submission for this factor shall be fully completed. Offeror completeness addresses the extent to which the elements of the price proposal are consistent with the requirements of the RFP.

Offerors are required to submit the following:

(1) Completed Bid Schedule (see Section 00010A).

(2) Bid Guarantee per Section 00700, Clause 52.228-1 and Section00100A, Attachment 8, Paragraph 2.4.3, of the MATOC.

GROUP1-18-R-J020 SF1442-A3

(3) Completed “Addendum to the Standard Form 1442 with the latest revision”.

THE FOLLOWING INFORMATION IS APPLICABLE ONLY TO THIS TASK ORDER:

Block 7. ISSUED BY: USA ENGINEER DISTRICT, JACKSONVILLE

CONTRACTING DIVISION 701 SAN MARCO BLVD JACKSONVILLE FL

32207-8175

Block 9 -- For additional information contact:

A. NAME: Frederick L. Cooper

EMAIL ADDRESS: Frederick.L.Cooper@usace.army.mil

B. TELEPHONE NO.: 904-232-1186

Block 10 – THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK

DESCRIBED IN THESE DOCUMENTS:

DESCRIPTON OF WORK: Refer to Section 01 11 00 for complete description.

MAGNITUDE OF CONSTRUCTION: Between $1,000,000 and $5,000,000.

THIS SOLICITATION IS FOR GROUP 1 - UNRESTRICTED

YOU MUST BE REGISTERED IN SAM IN ORDER TO RECEIVE AN

AWARD FROM THIS NOTICE OF INTENT. THE SAM WEBSITE IS LOCATED

AT WWW.SAM.GOV.

THE NAICS CODE FOR THIS NOTICE OF INTENT IS 237990 AND THE

SMALL BUSINESS SIZE STANDARD IS $30.0 MILLION.

Block 11 – The performance period is mandatory. (See FAR Clause 52.211-10 in

Section 00700).

Block 12A. The Contractor must furnish any required performance and payment bonds: Yes

Block 12B. PAYMENT BONDS DUE WITHIN 10 CALENDAR DAYS AFTER AWARD.

mailto:Brian.J.Kilpatrick@usace.army.mil http://www.sam.gov/

GROUP1-18-R-J020 SF1442-A4

Block 13 ADDITIONAL SOLICITATION REQUIREMENTS:

A. Offer to perform the work required are due electronically at the following email address(s) by 2:00 PM, local time 14 September 2020 to frederick.l.cooper@usace.army.mil and carbon copy (cc) tedra.n.thompson@usace.army.mi and griselle.gonzalez@usace.army.mil

B. An offer guarantee is required. Electronic copy of the bid guarantee shall be submitted with the offer and Original must be received within two calendar days of the date due for submittal of offer

C. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the Notice Intent in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NOTICE TO OFFERORS: Offerors are to complete Blocks 14, 15, 16, 17, 19, and 20A- 20D below:

Block 14. NAME AND ADDRESS OF OFFEROR (including Zip Code)

DUNS: CAGE:

Block 15. TELEPHONE NO. (Include area code):

Block 16. REMITTANCE ADDRESS: (Include only if different than Item 14)

Block 17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this Notice of Intent, if this offer is accepted by the government in writing within 60 calendar days after the date the offers are due.

Block 18. The offeror agrees to furnish any required performance and payment bonds.

mailto:joseph.d.sherwood@usace.army.mil mailto:frederick.l.cooper@usace.army.mil mailto:frederick.l.cooper@usace.army.mil mailto:griselle.gonzalez@usace.army.mil mailto:griselle.gonzalez@usace.army.mil mailto:griselle.gonzalez@usace.army.mil

GROUP1-18-R-J020 SF1442-A5

Block 19. ACKNOWLEDGMENT OF REVISIONS

(The offeror acknowledges receipt of revisions to the notice of intent -- give number and date of each)

REVISION

NO.

DATE

Block 20A. NAME AND

TITLE OF PERSON

AUTHORIZED TO SIGN

OFFER (Type or print)

Block 20B.

EMAIL ADDRESS

Block 20C.

SIGNATURE

Block 20D.

OFFER DATE

Block 26 --This Task Order will be administered by: West Palm Beach Resident Office

Block 27 -- Payment will be made by:

USACE Finance Center

5722 Integrity Drive

ATTN: CEFC-AO-P

Millington, TN 38054-5005

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

PALM BEACH HARBOR MAINTENANCE DREDGING

33-FOOT PROJECT, ENTRANCE CHANNEL AND SETTLING BASIN

PALM BEACH COUNTY, FLORIDA

GROUP1-18-R-J020 00010A-1

LINE ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL

BASE

(ENTRANCE CHANNEL)

0001 MOBILIZATION AND DEMOBILIZATION

JOB

0002 EXCAVATION, UNCLASSIFIED

(NEARSHORE DISPOSAL)

(ESTIMATED QUANTITY, SEE NOTE 2) 75,000 CUBIC YARD $ $

0003 TURBIDITY MONITORING

0004 MARINE ANIMAL OBSERVER

(MECHANICAL DREDGING ONLY) JOB $

0005 ENDANGERED SPECIES OBSERVER

(HOPPER DREDGE ONLY) JOB $

0006 MOBILIZATION AND DEMOBILIZATION FOR

SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 3) JOB $

0007 SEA TURTLE TRAWL SWEEPING

(HOPPER DREDGE ONLY, SEE NOTE 3) 1 DAY $ $

0008 STANDBY TIME (SEE NOTE 4) 1 HOUR $ $

0009 PARTNERING REGROUP 1 EACH $ $

TOTAL BASE (LINE ITEMS 0001 THROUGH 0009)

OPTION A

(SETTLING BASIN)

0010 EXCAVATION, UNCLASSIFIED

(NEARSHORE DISPOSAL)

(ESTIMATED QUANTITY, SEE NOTE 2) 34,000 CUBIC YARD $ $

0011 TURBIDITY MONITORING

0012 MARINE ANIMAL OBSERVER

(MECHANICAL DREDGING ONLY) JOB $

0013 ENDANGERED SPECIES OBSERVER

(HOPPER DREDGE ONLY) JOB $

TOTAL OPTION A (LINE ITEMS 0010 THROUGH 0013)

TOTAL BID (LINE ITEMS 0001 THROUGH 0013)

SEE NEXT PAGE FOR NOTES.

SECTION 00010A

LINE ITEMS AND PRICING SCHEDULE

PALM BEACH HARBOR MAINTENANCE DREDGING

33-FOOT PROJECT, ENTRANCE CHANNEL AND SETTLING BASIN

PALM BEACH COUNTY, FLORIDA

GROUP1-18-R-J020 00010A-2

NOTES: (1) BIDDERS MUST PRICE ALL LINE ITEMS.

(2) QUANTITY INCLUDES REQUIRED DEPTH, ALLOWABLE OVERDEPTH, AND SHOALING ESTIMATED TO OCCUR

BETWEEN THE DATES OF THE SURVEYS AND THE ACTUAL DREDGING.

(3) SEA TURTLE TRAWL SWEEPING IS REQUIRED WHEN DIRECTED BY THE CONTRACTING OFFICER. SEE

SECTION 01 57 20 ENVIRONMENTAL PROTECTION.

(4) STANDBY TIME IS DEFINED AS WHEN THE DREDGE PLANT IS NOT IN OPERATION AT THE DIRECTION OF THE CONTRACTING OFFICER. STANDBY TIME SHALL BE UTILIZED ONLY DUE TO ENDANGERED SPECIES CONCERNS, DIFFERING SITE CONDITIONS, SECURITY OPERATIONS OR OTHER CONDITIONS AS DETERMINED BY THE

CONTRACTING OFFICER. REQUIREMENTS FOR WORK STOPPAGES, DELAYS, OR OTHER IMPACTS ASSOCIATED

WITH COMPLIANCE WITH SECTION 01 57 20 ENVIRONMENTAL PROTECTION ARE NOT PAID FOR UNDER THIS LINE ITEM. STANDBY TIME IS NOT AFFORDED FOR DELAYS CAUSED BY ADVERSE WEATHER CONDITIONS. PAYMENT

WILL ONLY BE MADE FOR ACTUAL STANDBY TIME REQUIRED BY THE CONTRACTING OFFICER. SEE SECTION

01 22 00 MEASUREMENT AND PAYMENT.

SECTION 00010A, Attachment A

INSTRUCTIONS FOR TECHNICAL INQUIRIES AND QUESTIONS

Technical inquiries and questions relating to this solicitation are to be submitted via Bidder Inquiry in

ProjNet at (https://www.projnet.org) No Later Than (NLT) September 3, 2020, Close of Business. To submit and review inquiry items, prospective vendors will need to use the Bidder Inquiry Key presented below and follow the instructions listed below the key for access. A prospective vendor who submits a comment /question will receive an acknowledgement of their comment/question via email, followed by an answer to the comment/question after it has been processed by our technical team.

All timely questions and approved answers will be made available through ProjNet.

The Solicitation Number is: GROUP1-18-R-J020

The Bidder Inquiry Key is: Q2AEMK-WRCQFT

Specific Instructions for ProjNet Bid Inquiry Access from ProjNet home page:

1. Identify the Agency. This should be marked as USACE.

2. Email. Enter the email address you would like to use for communication.

3. Key. Enter the Bidder Inquiry Key listed above.

4. Click Continue. A page will then open saying that a user account was not found and will ask you to create one using the provided form.

5. Enter your First Name, Last Name, Company, City, State, Phone, Email, Secret Question, Secret

Answer, and Time Zone. Make sure to remember your Secret Question and Answer as they will be used from this point on to access the ProjNet system.

6. Click Add User. Once this is completed you are now registered within ProjNet and are currently logged into the system.

Specific Instructions for Future ProjNet Bid Inquiry Access from ProjNet home page:

1. For future access to ProjNet, you will not be emailed any type of password. You will utilize your Secret Question and Secret Answer to log in.

2. Identify the Agency. This should be marked as USACE.

3. Email. Enter the email address you used to register previously in ProjNet.

4. Key. Enter the Bidder Inquiry Key listed above.

5. Click Continue. A page will then open asking you to enter the answer to your Secret Question.

6. Enter your Secret Answer and click Login. Once this is completed you are now logged into the system.

THE FOLLOWING PAGES CONTAIN ADDENDUMS

TO SPECIFIC SECTIONS OF THE ORIGINAL SOLICITATION

NUMBER W12EP18R0029

THESE ADDENDUMS ARE ONLY APPLICABLE TO THIS SPECIFIC TASK ORDER

REQUEST FOR PROPOSAL NUMBER: GROUP1-18-R-J020

TASK ORDER PROJECT TITLE:

Palm Beach Harbor Maintenance Dredging 33-Foot Project, Entrance Channel and Settling Basin, Palm Beach County, Florida

NOTICE TO OFFERORS: The information on the following pages is provided for the various clauses and/or paragraphs which require information to be filled in (when applicable) on each Request for Proposal for Task Orders issued under the awarded contracts. All applicable clauses, terms and conditions contained in the original solicitation and subsequently awarded contracts become part of each Task Order.

GROUP1-18-R-J020 Clause Addendum-1

ADDENDUM TO SECTION 00100, INSTRUCTIONS TO OFFERORS THE REQUIRED

FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00100, ARE HEREBY

PROVIDED:

52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE

EQUAL EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)

(a) The offeror's attention is called to the Equal Opportunity clause andthe Affirmative Action Compliance Requirements for Construction clause of this solicitation.

(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:

Goals for minority participation for each

Goals for female participation for each

22.4% 6.9%

These goals are applicable to all the Contractor's construction work performed in the covered area. If the Contractor performs construction work in a geographical area located outside of the covered area, the Contractor shall apply the goals established for the geographical area where the work is actually performed. Goals are published periodically in the Federal Register in notice form, and these notices may be obtained from any Office of Federal Contract Compliance Programs office.

(c) The Contractor's compliance with Executive Order 11246, as amended, and the regulations in 41 CFR 60-4 shall be based on (1) its implementation of the Equal Opportunity clause, (2) specific affirmative action obligations required by the clause entitled "Affirmative Action Compliance Requirements for Construction,'' and (3) its efforts to meet the goals. The hours of minority and female employment and training must be substantially uniform throughout the length of the contract, and in each trade.

The Contractor shall make a good faith effort to employ minorities and women evenly on each of its projects. The transfer of minority or female employees or trainees from Contractor to Contractor, or from project to project, for the sole purpose of meeting the Contractor's goals shall be a violation of the contract, Executive Order 11246, as amended, and the regulations in 41 CFR 60-4. Compliance with the goals will be measured against the total work hours performed.

(d) The Contractor shall provide written notification to the Deputy Assistant Secretary for Federal Contract Compliance, U.S. Department of Labor, within 10 working days following award of any construction subcontract in excess of$10,000 at any tier for construction work under the contract resulting from this solicitation. The notification shall list the --

GROUP1-18-R-J020 00100-1

(1) Name, address, and telephone number of the subcontractor;

(2) Employer's identification number of the subcontractor;

(3) Estimated dollar amount of the subcontract;

(4) Estimated starting and completion dates of the subcontract; and

(5) Geographical area in which the subcontract is to be performed.

(e) As used in this Notice, and in any contract resulting from this solicitation, the "covered area" is Palm Beach, County.

(End of provision)

52.236-27 SITE VISIT (CONSTRUCTION) (FEB 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Site Visits may be arranged during normal business hours by contacting:

Name: Mr. Jim Bonanno

Address: 4400 PGA Blvd., Suite 203, Palm Beach Gardens, FL 33410 Telephone: (561) 236-8360

(End of Provision)

GROUP1-18-R-J020 00100-2

GROUP1-18-R-J020 00700-1

ADDENDUM TO SECTION 00700, CONTRACT CLAUSES

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00700 ARE

HEREBY PROVIDED:

52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR

1984)

The Contractor shall be required to (a) commence work under this contract within 30 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than 70 the Notice to Proceed. The time stated for completion shall include final cleanup of the premises.

The total completion time of 70 calendar days includes the following:

Base Bid 60 calendar days (includes 30 calendar days mob/demob) Option A 10 calendar days

(End of clause)

52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)

(a) If the Contractor fails to complete the work within the time specified in thecontract, the Contractor shall pay liquidated damages to the Government in the amount of $1,976.00 for each calendar day of delay until the work is completed or accepted.

(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

(End of clause)

252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS (AUG 2000)

(a) The Government will provide to the Contractor, without charge, one set of contract drawings and specifications, except publications incorporated into the technical provisions by reference, in electronic or paper media as chosen by the Contracting Officer.

(b) The Contractor shall--

(1) Check all drawings furnished immediately upon receipt;

(2) Compare all drawings and verify the figures before laying out the work;

(3) Promptly notify the Contracting Officer of any discrepancies;

(4) Be responsible for any errors that might have been avoided by complying with this paragraph (b); and

(5) Reproduce and print contract drawings and specifications as needed.

GROUP1-18-R-J020 00700-2

(c) In general—

(1) Large-scale drawings shall govern small-scale drawings; and

(2) The Contractor shall follow figures marked on drawings in preference toscale measurements.

(d) Omissions from the drawings or specifications or the misdescription of details of work that are manifestly necessary to carry out the intent of the drawings and specifications, or that are customarily performed, shall not relieve the Contractor from performing such omitted or misdescribed details of the work. The Contractor shall perform such details as if fully and correctly set forth and described in the drawings and specifications.

(e) The work shall conform to the specifications and the contract drawings identified on the following index of drawings:

Title File Drawing No.

Palm Beach Harbor Plans G-01 Maintenance Dredging, 33-Foot Project, Entrance Channel and Settling Basin, Palm Beach County, Florida

(End of Clause)

GROUP1-18-R-J020 00800-1

ADDENDUM TO SECTION 00800, SPECIAL REQUIREMENTS

THE REQUIRED FILL-INS FOR FOLLOWING CLAUSES OF SECTION 00800 ARE

HEREBY PROVIDED:

LIMITATIONS ON SUBSTITUTIONS FOR CERTAIN POSITIONS AND/OR

SUBCONTRACTORS

The award decision for this contract was based, in part, on an evaluation of the personnel and/or subcontractors the Contractor included in its proposal for the positions and/or items of subcontracted work identified at the end of this paragraph. The Contractor agrees these personnel and/or subcontractors will be employed as described in its proposal and no substitutes will be employed without prior written approval of the Contracting Officer or Administrative Contracting Officer. The Contractor further agrees that any proposed substitutes shall meet or exceed the qualifications of the original personnel and/or subcontractors. If the Contractor’s proposal did not name a subcontractor for an identified item of work, the Contractor will not be allowed to subcontract that item of work without prior approval of the Contracting Officer or Administrative Contracting Officer. The limitations described herein shall apply to the following: plant and equipment.

(End of Local Clause)

GROUP1-18-R-J020 00800A-1

ADDENDUM TO SECTION 00800A, WAGE DETERMINATIONS & OTHER

ATTACHMENTS ARE HEREBY PROVIDED:

THIS PROJECT INCORPORATES THE STATEWIDE HEAVY DREDGING AND

HOPPER DREDGING WAGE DECISIONS FOR FLORIDA

No. Title Date No. of Pages

1 Note ---

2 General Decision Number FL20200002 01/03/2020 5

3 General Decision Number FL20200003 01/03/2020 4

EXECUTIVE ORDER (EO) 13658 ESTABLISHES AN HOURLY MINIMUM WAGE OF

$10.80 FOR 2020 THAT APPLIES TO ALL CONTRACTS SUBJECT TO THE DAVIS-BACON ACT FOR

ALL HOURS PERFORMED ON THE CONTRACT IN CALENDAR YEAR 2020

IF YOU HAVE ANY QUESTIONS CONCERNING THE APPLICATION OF THE WAGE DECISIONS

FURNISHED FOR THIS PROJECT, PLEASE CONTACT:

FRAN RUSSELL, OFFICE OF COUNSEL, JACKSONVILLE DISTRICT, U.S. ARMY CORPS OF

ENGINEERS AT fran.g.russell@usace.army.mil mailto:fran.g.russell@usace.army.mil

GROUP1-18-R-J020 OO8OOA-2

"General Decision Number: FL20200002 01/03/2020

Superseded General Decision Number: FL20190002

State: Florida

Construction Type: Heavy Dredging

Counties: Florida Statewide.

Dredging Construction Projects FLORIDA (Excluding West of the

Aucilla River and its tributary waterways)

Note: Under Executive Order (EO) 13658, an hourly m1n1mum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded

(and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the EO and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(l)(ii) (or the EO minimum wage rate, if it is higher than the conformed wage rate). The EO minimum wage rate will be adjusted annually. Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.l(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number

Publication Date

01/03/2020

* ENGI0025-002 10/01/2019

Dredging (Hydraulic Dredges

Over 20"")

Rates Fringes

CLASS Al....................$ 40.31

CLASS A2....................$ 35.92

CLASS Bl....................$ 34.86

CLASS B2....................$ 32.82

CLASS Cl....................$ 31.92

CLASS C2....................$ 30.89

CLASS D.....................$ 25.66

Hydraulic Dredges Under 20""

17.71+a

17.71+a

17.71+a

17.71+a

17.61+a

17.61+a

17.51+a

Cook .................... $ 8.11 1. 73+b

Deckhand ................. $ 7.77 1. 73+b

Engineer ................. $ 9.59 1. 73+b

Launchman .................. $ 8.19 1. 73+b

Leverman ................. $ 10.03 1. 73+b

Mate .................... $ 8.82 1. 73+b http://www.dol.gov/whd/govcontracts

GROUP1-18-R-J020 OO8OOA-3

Mess Cook ................ $ 7.71 1. 73+b

Messman & Janitor......... $ 7.53 1. 73+b

Oiler & Fireman .......... $ 8.11 1. 73+b

Shoreman ................. $ 7.82 1. 73+b

Spider Barge Operator ..... $ 8.68 1. 73+b

Spill Barge Operator ...... $ 8.68 1. 73+b

Welder ................... $ 9.79 1. 73+b

CLASSIFICATIONS:

CLASS Al: Deck Captain, Leverman, Mechanical Dredge Operator.

Licensed Tug Operator over 1000 HP

CLASS A2: Crane Operator (360 swing) CLASS Bl: Derrick Operator (180 swing), Spider/Spill Barge

Operator, Timber Fork Operator, Dozer Operator, Engineer, Blaster/Driller, Fill Placer, Electrician, Licensed Boat

Operator, Licensed Crew Boat Operator.

CLASS B2: Certified Welder.

CLASS Cl: Mate, Drag Barge Operator, Welder, Assistant Fill

Placer, Steward.

CLASS C2: Boat Operator.

CLASS D: Shoreman, Deckhand, Rodman, Scowman, Cook, Messman, Oiler, Janitor, Drill Oiler

PREMIUMS: Additional 20% for hazardous material work

FOOTNOTE APPLICABLE TO ABOVE CRAFTS:

a. New Year's Day, Good Friday, Memorial Day, Independence

Day, Labor Day, Thanksgiving Day and Christmas Day.

Vacation Contribution of 8% of straight time rate multiplied by the total hours worked.

b. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day. Plus Vacation contribution of 8% of straight time pay for all hours worked.

INCENTIVE PAY: (Add to Hourly Rate)

Operator (NCCCO License/Certification) $1.80; Licensed Tug

Operator over 1000 HP (Assigned as Master) USCG licensed

Master of Towing Vessels (MOTV) $1.80; Licensed Boat

Operator (assigned as lead boat captain) USCG licensed boat operator $1.30; Engineer (QMED and Tankerman endorsement or licensed engineer (USCG) $1.80; Oiler QMED and Tankerman endorsement (USCG) $1.80; All classifications Tankerman endorsement only (USCG) $1.55; Deckhand or Mater AB w/Lifeboatman only (USCG) $1.80; Welder (ABS certification)

$1.55

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including

GROUP1-18-R-J020 OO8OOA-4

preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than '"'SU"" or

""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a

GROUP1-18-R-J020 OO8OOA-5

new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the

Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, GROUP1-18-R-J020 OO8OOA-6 etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

GROUP1-18-R-J020 OO8OOA-7

"General Decision Number: FL20200003 01/03/2020

Superseded General Decision Number: FL20190003

State: Florida

Construction Types: Heavy Dredging

Counties: Florida Statewide.

HOPPER DREDGE CONSTRUCTION PROJECTS

Note: Under Executive Order (ED) 13658, an hourly m1n1mum wage of $10.80 for calendar year 2020 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded

(and any solicitation was issued) on or after January 1, 2015.

If this contract is covered by the ED, the contractor must pay all workers in any classification listed on this wage determination at least $10.80 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2020. If this contract is covered by the ED and a classification considered necessary for performance of work on the contract does not appear on this wage determination, the contractor must pay workers in that classification at least the wage rate determined through the conformance process set forth in 29 CFR 5.5(a)(l)(ii) (or the ED minimum wage rate, if it is higher than the conformed wage rate). The ED minimum wage rate will be adjusted annually. Please note that this ED applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.l(a)(2)-(60). Additional information on contractor requirements and worker protections under the ED is available at www.dol.gov/whd/govcontracts.

Modification Number

SUFL1993-010 05/24/1993

Publication Date

01/03/2020

Rates Fringes

Self-Propelled Hopper Dredge

Drag Tenders................$ 8.21

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (ED) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the

Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this

GROUP1-18-R-J020 OO8OOA-8

contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses

(29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of ""identifiers"" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate

(weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than '"'SU"" or

""UAVG"" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the ""SU"" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007

GROUP1-18-R-J020 OO8OOA-9

in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010

08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CSA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour

Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the

Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the

Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations

Wage and Hour Division

U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator

(See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator

U.S. Department of Labor

200 Constitution Avenue, N.W.

GROUP1-18-R-J020 00800A-10

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative

Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board

U.S. Department of Labor

200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

Palm Beach Harbor Maintenance Dredging, 33-Foot Project

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 31 21 CONTROL MONUMENT DESCRIPTIONS

00 33 50 WEATHER, WATER STAGE AND TIDE DATA

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

01 30 00 ADMINISTRATIVE PROCEDURES (SEE BASE MATOC)

01 32 01.10 PROJECT SCHEDULE (Alternate) (SEE BASE MATOC)

01 33 00 SUBMITTAL PROCEDURES (SEE BASE MATOC)

01 35 25 OWNER SAFETY REQUIREMENTS - DIVING (SEE BASE MATOC)

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS (SEE BASE MATOC)

01 45 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM) (SEE

BASE MATOC)

01 45 05 DREDGING/BEACH FILL PLACEMENT - CONTRACTOR QUALITY

CONTROL (SEE BASE MATOC)

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20 ENVIRONMENTAL PROTECTION

01 57 25 TURBIDITY AND DISPOSAL MONITORING

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 23 DREDGING

35 20 26.03 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM SCOW -

ULLAGE PROFILE (SEE BASE MATOC)

35 20 27 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE (SEE BASE MATOC)

35 20 28 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM HOPPER

DREDGE (SEE BASE MATOC)

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 1

Designation: WOLFE

PID: BBBZ46

Stamping: WOLFE 2010 JAX.DIST.

Setting: Massive retaining walls

Description: To reach from the intersection of Blue Heron Blvd and I-95, West Palm Bch, go east on Blue Heron Blvd 4 miles to SR 708 (exit 76). Turn right on Beach Ct and go south

0.2 miles to Beach Road. Turn left on Beach Rd and proceed east 0.1 miles to Ocean

Ave. Turn right on Ocean Ave and go south 0.4 miles to security gate across road leading to north jetty. Key to gate can be obtained at Police Station at 252 Edwards Ln off Ocean Ave. Mark is 311 ft south of gate and set in top of concrete seawall.

SECTION 00 31 21 CONTROL MONUMENT DESCRIPTIONS

SECTION 00 31 21 Page 2

Designation: A310 RESET

PID: BBGN25

Stamping: A310 RESET 2019

Stability: Monument will probably hold position well

Setting: Object surrounded by mass of concrete

Description: From the intersection of US-1 and N Quadrille Blvd. proceed East over the Flagler

Memorial Bridge to the intersection of Royal Poinciana Way and N County Rd (A1A).

Then proceed North approximately 3.8 miles to a roundabout on the Southside of Lake

Worth Inlet. Marker is set in a concrete seawall, 95' North of center of roundabout,70' South of North end of a county dock, 25' West of a fence line.

SECTION 00 33 50 WEATHER, WATER STAGE AND TIDE DATA

SECTION 00 33 50 Page 1

1. The following water stage, wave, wind, and weather data are provided for inclusion into the subject Plans and Specifications. The following water level datums are provided for information only and are not to be utilized in conjunction with any contract related hydrographic surveying.

a) Water Stages. Water levels in the project area are mainly affected by semi-diurnal tidal fluctuations in the Atlantic Ocean. The project area is also subject to storm surges from hurricanes and tropical storms from June through November. Surges from extratropical storms may affect the area during any time of the year.

Elevations of tidal datums in the vicinity of the project area are provided in the following tables.

All datum elevations in these tables are referred to mean lower low water (MLLW) from the tidal epoch period of 1983 – 2001. The datums in Table 1 are based on tide station 8722588 (Port of

West Palm Beach, FL). This tide station is located on the western end of Palm Beach Harbor and these values should be applied for any dredging and/or material placement taking place landward of the inlet jetties. The controlling tide station for this station is 8723214 (Virginia

Key, Biscayne Bay, FL) and these datums were based off a 24-month analysis from 01 October

2008 to 30 September 2010. Table 2 provides datums based on tide station 8722670 (Lake

Worth Pier). This station is located at the Lake Worth Pier, approximately 11 miles south of

Palm Beach Harbor. These values should be applied for any dredging and/or material placement taking place seaward of the inlet jetties. The controlling tide station for this station is 8721604

(Trident Pier, Port Canaveral, FL) and these datums were based off a 24-month analysis from 01

July 2010 to 30 June 2012 and a 48-month analysis from 01 January 2013 to 31 December 2016.

Both tide stations were established by the National Oceanic and Atmospheric Administration

(NOAA), National Ocean Service (NOS) and are applicable within the project vicinity.

Additional information on these and other nearby tide stations is available at this NOAA website:

https://tidesandcurrents.noaa.gov/stations.html?type=Datums#Florida.

Table 1

Station ID: 8722588 (Port of West Palm Beach)

Location: 26° 46.2' N, 80° 3.1' W

Highest Observed Water Level (9/25/2008) = 4.88 Feet

Mean Higher High Water (MHHW) = 3.04 Feet

Mean High Water (MHW) = 2.86 Feet

NAVD88 = 2.49 Feet

Mean Sea Level (MSL) = 1.52 Feet

Mean Tide Level (MTL) = 1.51 Feet

Mean Low Water (MLW) = 0.15 Feet

Mean Lower Low Water (MLLW) = 0.00 Feet

Lowest Observed Water Level (12/13/2008) = -1.60 Feet https://tidesandcurrents.noaa.gov/stations.html?type=Datums&Florida

SECTION 00 33 50 Page 2

Table 2

Station ID: 8722670 (Lake Worth Pier)

Location: 26° 36.8' N, 80° 2.1' W

Highest Observed Water Level (10/28/2012) = 5.07 Feet

Mean Higher High Water (MHHW) = 3.06 Feet

Mean High Water (MHW) = 2.88 Feet

NAVD88 = 2.51 Feet

Mean Sea Level (MSL) = 1.54 Feet

Mean Tide Level (MTL) = 1.52 Feet

Mean Low Water (MLW) = 0.16 Feet

Mean Lower Low Water (MLLW) = 0.00 Feet Lowest Observed Water Level (03/28/1971) = -1.73 Feet

Daily tidal predictions at locations along the coastline of North and South America, including locations in the vicinity of the project area can be found in the publication East Coast of North and South America Tide Tables, U.S. Department of Commerce, National Oceanic and

Atmospheric Administration, National Ocean Service. In addition to daily tidal predictions, this publication provides mean and spring tide ranges and mean tide levels. Some astronomical data is also included, such as time of sunrise, sunset, moonrise, and moonset. This publication is available through NOAA. Tidal data provided in this publication can also be found at the following NOAA website: https://tidesandcurrents.noaa.gov/.

b) Wind and Wave Data. The following publications include wind and wave information in the vicinity of the project area. These publications are available for review at the following websites, or they may be ordered directly from the agencies indicated.

1. U.S. Coast Pilot Volume 4, Atlantic Coast: Cape Henry to Key West, U.S.

Department of Commerce, National Oceanic and Atmospheric Administration, National Ocean

Service. This publication supplements the navigational information shown on the NOAA/NOS nautical charts, and also provides miscellaneous meteorological data. This publication can be purchased through NOAA, and is available for review at the following website:

https://nauticalcharts.noaa.gov/publications/coast-pilot/index.html .

2. U. S. Army Corps of Engineers’ Coastal & Hydraulics Laboratory, Wave Information

Study (WIS) Database. This Internet webpage presents wave hindcast data for various stations located along the Atlantic and Gulf of Mexico coastlines within the United States. The closest of these stations (63459) lies approximately 12 miles east of the project site. Available data includes a hindcast time series of wave heights, periods, and directions taken at 1-hour intervals for the 34-year period extending from 1980-2014, at a station located at a depth of 342 meters

(1,122 feet) of water relative to Mean Sea Level (MSL) at 26° 45' 0'' N, 79° 49' 48'' W. This webpage also provides links to WIS summary tables and plots, as well as other sources of wave data. These data products are available at the following website: http://wis.usace.

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