FIMP CT1 SPECS_100PCNT_20210630.pdf

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Fire Island Inlet to Montauk Point, Suffolk County, NY, Contract 1 Project : Fire Island Inlet
Solicitation number
W912DS21B0014
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This solicitation seeks proposals for the Fire Island Inlet to Montauk Point, Suffolk County, NY, Contract 1 Project: Fire Island Inlet. The U.S. Army Corps of Engineers Engineering District New York is requesting bids to provide specifications and construction services as detailed in the attached solicitation and specifications document. Proposals are due by July 30, 2021, with the intent to award a firm fixed-price contract by September 30, 2021. The selected contractor will be responsible for dredging, beach nourishment, dune construction, and all other work items required to complete the project as outlined. This opportunity is not set aside for small businesses.

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Bid Abstract W912DS21B0014.xlsx XLSX spreadsheet
W912DS21B0014Amendment0008.pdf PDF
08162021W912DS21B00140007.pdf PDF
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W912DS21B00140006.pdf PDF
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31 24 00.00 18.pdf PDF
Attachment 2 - Overlook Beach Option.pdf PDF
03082021W912DS21B00130003.pdf PDF
01 56 10.00 18.pdf PDF
01 57 19.pdf PDF
Overlook Beach Existing Topo (Rev 1-17-19).txt TXT text file
30072021C112 Pages from FIMP_CT1 C100 SHEETS.pdf PDF
5011-FIMP_Robert-Moses.txt TXT text file
5011-Gilgo_Beach-Sort.txt TXT text file
3007202101 11 35_FIMP_20210728.pdf PDF
300720212018 Fire Island Inlet Obstruction Encounters.pdf PDF
30072021Draft USACE annual NOx calculator FIMP2 (27 Jul 21).xlsx XLSX spreadsheet
5011_FI_EBB-SHOAL_CPF-1-2.txt TXT text file
30072021W912DS21B00140002.pdf PDF
3007202101 22 00.00 10.pdf PDF
Tobay Beach - GBA - Topo and Hydro.xyz.xlsx XLSX spreadsheet
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20072021W912DS21B0014.pdf PDF
01 22 00.00 10.pdf PDF
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Attachment 2 - Overlook Beach Option Sheets.pdf PDF
20210621_FIMP ct1_100PCT.pdf PDF
attachment 1 Tobay Beach Fill Area - Reduced File Size (1).pdf PDF
W912DS21B001407012021.pdf PDF
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100% SPECIFICATIONS - RTA

Fire Island Inlet to Montauk Point

Contract 1 - Dredging Fire Island Inlet

Placement at Gilgo Beach & Robert

Moses State Park & CPF Construction

Suffolk County, NY

IFB No. W912DS-21-B-0014

June 2021

U.S. Army Corps of Engineers New York District

THIS PAGE INTENTIONALLY LEFT BLANK

FIMP Contract 1 FIMPCT1

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 00 01 COVER SHEET

00 00 02 CHECK LIST FOR BIDDERS

00 10 00 SF 1442 AND BIDDING SCHEDULE

00 21 16 INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 90 00 WAGE RATES

00 90 01 REPORT OF OPERATIONS FORM

00 90 02 WATER QUALITY CERTIFICATE

00 90 03 COMPOSITE GRAIN SIZE DISTRIBUTION CURVES AND GRAIN SIZE

SCALES FOR SAND SEDIMENTS

00 90 04 WENTWORTH SCALE

00 90 05 TRANS-ATLANTIC SUBMARINE CABLES

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 11 00 SUMMARY OF WORK

01 11 35 AIR EMISSIONS REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 56 10.00 18 ENDANGERED SPECIES OBSERVERS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 58 00.00 18 PROJECT IDENTIFICATION AND STEWARDSHIP EDUCATION

INTERPRETIVE SIGN (ESA-SEIS)

01 74 19 DREDGING WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING AND GRUBBING

31 24 00.00 18 BEACH FILL PLACEMENT

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 31 10.00 18 SAND FENCE

32 94 00 DUNE VEGETATION PLAN

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

35 20 23.33 NATIONAL DREDGING QUALITY MANAGEMENT PROGRAM PIPELINE

HYDRAULIC DREDGE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

PROJECT TABLE OF CONTENTS Page 2

PROCUREMENT AND

CONTRACTING

REQUIREMENTS

SECTION 00 00 01

COVER SHEET

01/18

PART 1 GENERAL

NEW YORK DI STRI CT

CORPS OF ENGI NEERS

NEW YORK, NEW YORK 10278- 0090

I NVI TATI ON FOR BI DS

FOR

Fi r e I s l and I nl et t o Mont auk Poi nt Cont r act 1 - Dr edgi ng Fi r e I s l and I nl et

Pl acement At Gi l go Beach And Rober t Moses St at e Par k And Cpf Const r uct i on Suf f ol k Count y, NY

1. Attached is INVITATION FOR BIDS (IFB) NO. W912DS-21-B-0014

2. BIDS MUST BE SET FORTH full, accurate, and complete information as required by this Invitation for Bids, including attachments. The penalty for making false statements in bids is prescribed under Title 18, United States Code, Section 1001.

3. SUBMISSION OF BIDS: Complete details concerning proper submission of bids are contained in the INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS (Section 00 21 16 ).

4. Note the REQUIREMENT FOR AFFIRMATIVE ACTION of the EQUAL OPPORTUNITY clause as it applies to the contract resulting from this solicitation. (See paragraph NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL EMPLOYMENT OPPORTUNITY in Section 00 21 16 of this IFB).

5. REPRESENTATIONS AND CERTIFICATIONS - SECTION 00 45 00 Bidders and Offerors are required to complete the REPRESENTATIONS AND CERTIFICATIONS and submit them with their bids.

Within Section 00 45 00 , note in particular the PROHIBITION SEGREGATED FACILITIES. Failure of a bidder or offeror to agree to the certification will render his bid or offer non-responsive to the terms of solicitations involving awards of contracts exceeding $10,000 which are not exempt from the provisions of the Equal Opportunity Clause

(1984 APR).

6. THIS PROJECT IS A CIVIL WORKS PROGRAM PROCUREMENT AND IS NOT FUNDED BY

THE DEPARTMENT OF DEFENSE. BUY AMERICAN ACT - CONSTRUCTION MATERIALS

(MAY 1993) IN ACCORDANCE WITH FAR 52.225-5 APPLIES.

7. Please review all bonds and accompanying documents required to be submitted. Bonds, Powers of Attorney, statements of authenticity and continuing validity, and all related documents MUST NOT bear computer printer-generated signatures and/or seals. Documents bearing signatures and/or seals generated as part of a document, as opposed to

DOCUMENT 00 00 01 Page 1 being affixed to the document after its generation, will not be accepted. Submission of such documents may render the bid or offer non-responsive and ineligible for award.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

DOCUMENT 00 00 01 Page 2

SECTION 00 00 02

CHECK LIST FOR BIDDERS

01/18

PART 1 GENERAL

ATTACHED IS IFB NO. W912DS-21-B-0014

Fi r e I s l and I nl et t o Mont auk Poi nt Cont r act 1 - Dr edgi ng Fi r e I s l and I nl et Pl acement At Gi l go Beach And Rober t Moses St at e Par k And Cpf Const r uct i on Suf f ol k Count y, NY

ALL INFORMATION REQUIRED BY THE TERMS OF THIS SOLICITATION MUST BE

FURNISHED. MISTAKES OR OMISSIONS MAY RENDER YOUR OFFER INELIGIBLE FOR

AWARD. IMPORTANT ITEMS FOR YOU TO CHECK ARE INCLUDED IN BUT NOT LIMITED

TO THOSE LISTED BELOW. THIS INFORMATION IS FURNISHED ONLY TO ASSIST YOU

IN SUBMITTING A PROPER BID

____HAVE YOU ACKNOWLEDGED ALL AMENDMENTS?

____HAVE YOU COMPLETED THE "REPRESENTATIONS AND CERTIFICATIONS" (SECTION

00 45 00) PORTION OF THE SOLICITATION?

____IS YOUR DUNS NUMBER LISTED ON THE STANDARD FORM 1442?

____IS YOUR BID GUARANTEE PROPERLY SIGNED BY BOTH THE BIDDER AND SURETY

AND ARE ALL SEALS AFFIXED?

____DO THE BID BOND AND ACCOMPANYING DOCUMENTS BEAR SIGNATURES AND SEALS

AFFIXED AFTER THE DOCUMENT WAS GENERATED, AS OPPOSED TO COMPUTER

PRINTER-GENERATED SIGNATURES AND/OR SEALS?

____HAVE YOU ENSURED THAT YOU HAVE NOT RESTRICTED YOUR OFFER BY ALTERING

THE PROVISIONS OF THE SOLICITATION?

____WHEN REQUIRED, HAVE YOU ENTERED A UNIT PRICE FOR EACH PRICE ITEM?

(THE SOLICITATION SPECIFICALLY STATES WHEN THIS IS NECESSARY.)

____ARE DECIMALS IN YOUR PRICES IN THE PROPER PLACE? ARE YOUR FIGURES

LEGIBLE?

____IF YOU HAVE MADE ERASURES OR CORRECTIONS ON YOUR BID, ARE THEY

INITIALED BY THE PERSON SIGNING THE BID?

____DOES THE ELECTRONIC FILE CONTAINING YOUR BID PROPERLY IDENTIFY THAT IT

IS A SEALED BID AND DOES IT CONTAIN THE CORRECT SOLICITATION NUMBER

AND BID OPENING TIME?

____WILL YOUR OFFER ARRIVE ON TIME? (SEE PARAGRAPH ENTITLED "LATE

SUBMISSIONS, MODIFICATIONS, AND WITHDRAWALS OF BIDS" IN THE

INSTRUCTIONS, CONDITIONS, AND NOTICES TO BIDDERS, SECTION 00 21 16 OF

THE SOLICITATION.)

NOTE: DUE TO THE ONGOING COVID-19 PANDEMIC USACE NYD WILL BE

RECEIVING PROPOSALS ELECTRONICALLY. BIDDERS MUST FOLLOW THE

INSTRUCTIONS BELOW TO SUBMIT TO SUBMIT THEIR PROPOSALS TO THE

DOCUMENT 00 00 02 Page 1

FOLLOWING FILES TRANSFER SITE HTTPS://SAFE.APPS.MIL/ .

1. RECIPIENTS' NAMES AND ADDRESSES: AT THE SAFE WEBSITE, BIDDERS MUST

USE THE DROP OFF ICON. THE RECIPIENTS' NAMES AND EMAIL ADDRESSES

WILL BE PROVIDED IN THE SOLICITATION.

2. REQUEST FOR UPLOAD CODE: OFFERORS MUST EMAIL THE CONTRACT

SPECIALIST NO LATER THAN TWO (2) WORKING DAYS PRIOR TO THE

PROPOSAL DUE DATE TO RECEIVE A REQUEST CODE WHICH WILL ALLOW FOR

FILE UPLOADS VIA THE SAFE SITE. CONTRACTORS THAT FAIL TO EMAIL

FOR REQUEST A CODE TWO (2) WORKING DAYS BEFORE PROPOSAL SUBMISSION

DATE MAY NOT BE ABLE TO RECEIVE A REQUEST CODE IN TIME TO UPLOAD

THEIR SUBMISSION.

3. WEBSITE ACCESS ISSUES: PROBLEMS ACCESSING THE DOD SAFE SITE BY

EXTERNAL (NON-CAC) USERS ARE TYPICALLY DUE TO SSL AND/OR CLIENT

CERTIFICATE ISSUES. IF THE USER RECEIVES A WARNING ABOUT A PROBLEM

WITH THE WEBSITE'S SECURITY CERTIFICATE, THIS IS BECAUSE THEIR

BROWSER IS NOT CONFIGURED TO TRUST THE DOD CERTIFICATE

AUTHORITIES. THE USER CAN EITHER IMPORT THE DOD CERTIFICATE

AUTHORITIES BY FOLLOWING THE INSTRUCTIONS IN THE DOD PKI PMO'S

GUIDE ON INSTALL ROOT OR THEY CAN ACCEPT THE RISK AND CLICK ON THE

OPTION TO CONTINUE TO THE WEBSITE. THE CURRENT GUIDE ON INSTALL

ROOT CAN BE FOUND PROBLEMS ACCESSING THE DOD SAFE SITE BY NON-CAC

USERS - HTTPS://SAFE.APPS.MIL/ABOUT.PHP

4. INSTRUCTIONS FOR SUBMITTING ELECTRONIC PROPOSALS: IN AN EFFORT TO

REDUCE PAPERWORK AND COST, ALL BIDS MUST BE SUBMITTED

ELECTRONICALLY THROUGH THE SAFE SITE. SUBMISSION MUST BE IN ADOBE

PDF FORMAT. YOU ARE LIMITED TO FIVE (5) MAXIMUM FILES PER UPLOAD

(TOTAL SIZE CANNOT EXCEED 2GB). IF YOU HAVE A LARGE NUMBER OF

FILES, RECOMMEND THAT YOU COMBINE OR ZIP YOUR FILES BEFORE

UPLOADING TO THE SAFE SITE. BIDDERS MAY USE COMPRESSION UTILITY

SOFTWARE SUCH AS WINZIP OR PKZIP TO REDUCE FILE SIZE AND

FACILITATE TRANSMISSION.

5. FILE DESCRIPTION: INCLUDE A “FILE DESCRIPTION” FOR EACH FILE(S)

YOU UPLOAD. THE “FILE DESCRIPTION” WILL BE INCLUDED IN THE EMAIL

NOTICE TO EACH OF THE RECIPIENTS YOU CHOOSE TO HAVE ACCESS YOUR

FILE(S). NOTE: DO NOT ENTER PRIVACY ACT DATA (PERSONAL

IDENTIFICATION INFORMATION (PII)) IN THE FILE DESCRIPTION.)

6. COST AND TECHNICAL PROPOSAL: PLEASE UPLOAD/SUBMIT YOUR COST AND

TECHNICAL PROPOSALS AS TWO SEPARATE PDF DOCUMENTS AND ENSURE THEY

ARE LABELED CORRECTLY.

INSTRUCTIONS TO FOLLOW ON THE SAFE WEBSITE

1. ONCE AT THE SAFE WEBSITE SELECT THE “DROP-OFF” ICON. THIS ALLOWS

USERS WITHOUT A CAC OR USERS WHOSE COMPUTER IS NOT CONFIGURED TO

READ A CAC THE OPTION TO ACCESS THE SAFE SITE AS A GUEST.

2. AFTER SELECTING THE “CLICK HERE” LINK YOU WILL BE PROMPTED TO ADD

YOUR PERSONAL INFORMATION, FILE INFORMATION, RECIPIENT (GOVERNMENT

REPRESENTATIVE) INFORMATION AND EMAIL SETTINGS.

3. WHEN COMPLETING YOUR FILE INFORMATION FOR TRANSMITTAL VIA THE SAFE

WEBSITE, YOU WILL BE REQUIRED TO ENTER THE EMAIL ADDRESS FOR ALL

RECIPIENTS. THE RECIPIENTS INFORMATION WILL BE PROVIDED IN THE

DOCUMENT 00 00 02 Page 2

SOLICITATION.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 00 02 Page 3

DOCUMENT 00 00 02 Page 4

SECTION 00 10 00

SF 1442 AND BIDDING SCHEDULE

03/18

PART 1 GENERAL

1.1 SF 1442 SOLICITATION, OFFER, AND AWARD

To be provided by Contracting Division.

1.2 BID SCHEDULE

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 10 00 Page 1

LEFT BLANK INTENTIONALLY

DOCUMENT 00 10 00 Page 2

SECTION 00 21 16

INSTRUCTIONS, CONDITIONS, AND NOTICE TO BIDDERS

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 21 16 Page 1

DOCUMENT 00 21 16 Page 2

SECTION 00 45 00

REPRESENTATIONS AND CERTIFICATIONS

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 45 00 Page 1

DOCUMENT 00 45 00 Page 2

SECTION 00 72 00

CONTRACT CLAUSES

09/16

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 72 00 Page 1

DOCUMENT 00 72 00 Page 2

SECTION 00 90 00

WAGE RATES

06/17

PART 1 GENERAL

1.1 NOTE:

To be provided by Contracting Division.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 90 00 Page 1

DOCUMENT 00 90 00 Page 2

SECTION 00 90 01

REPORT OF OPERATIONS FORM

07/17

PART 1 GENERAL

1.1 DESCRIPTION

The following documentation includes Eng. Form 4267 – Report of Operations

– Pipeline, Dipper or Bucket Dredges.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 90 01 Page 1

DOCUMENT 00 90 01 Page 2 b.

AGITATING

ENG FORM 27A, APR 1973 PREVIOUS EDITIONS ARE OBSOLETE. Page 1 of 3

1. DISTRICT

DAILY REPORT OF OPERATIONS - HOPPER DREDGES

For use of this form, see ER 37-2-10; the proponent agency is CECW-OD.

a. MAINTENANCE

REPORTS CONTROL SYMBOL

ENGCW-0-13

2. DREDGE

3. EXACT LOCATION OF WORK 5. DATE (YYYYMMDD)

6. NUMBER OF PERSONS IN CREW

b. NEW WORK

7. AV. LENGTH OF CUT 10. CHARACTER OF MATERIAL

8. AV. WIDTH OF CUT

9. AV. DIST. TO DUMP

a. DENSITY OF MAT. IN PLACE

°F

11. HOPPER CAPACITY

12. AV. VOL. OF BIN WATER

13. AV. UNFILLED CAPACITYFT.

FT.

FT.

GMS/LITER

b. DENSITY OF WATER GMS/LITER AT

CU YDS.

CU YDS.

CU YDS.

14. NAVIGATION AND OTHER DREDGING AIDS (Describe and include statement on adequacy and recommendations)

15. WORK PERFORMED

a.

DREDGING AND HAULING

(1)

NO. OF LOADS

(2)

TOT. CU. YDS.

(3)

DISPOSAL AREA

(1)

TOT. CU. YDS.

16. DRAFT FOR LOAD NO. (for one load only)

(1)

LIGHT

(2)

LOADED

a. FORWARD

b. AFT

18. DRAG DEPTH MAX. MIN.

19. INDICATORS LAST CHECKED ON

DATE (YYYYMMDD)

20. GAS EJECTORS USED % OF PUMPING TIME

21. DISTRIBUTION OF TIME AND MILES RUN

(a) AGITATING (Minutes)

(b) DREDGING AND HAULING (Minutes)

(c) MILES RUN (Stat. Miles)

a. EFFECTIVE WORKING TIME

(1) PUMPING

(2) TURNING

(3) TO DUMP

(4) DUMPING

(5) TO CUT

(7) TOTALS

b. NON-EFFECTIVE WORKING TIME

(1) TAKING ON FUEL AND SUPPLIES

(2) TO AND FROM WHARF OR ANCHORAGE

(3) LOSS DUE TO NATURAL ELEMENTS

(4) LOSS DUE TO TRAFFIC AND BRIDGES

(5) MINOR OPERATING REPAIRS

(6) TRANSFERRING BETWEEN WORKS

(7) LAY TIME

(8) FIRE AND BOAT DRILLS

(9) MISCELLANEOUS

(10) TOTALS

4. WORK TYPE

17.

AREA

ENG FORM 27A, APR 1973 Page 2 of 3

c. SIGNATUREb. DATE (YYYYMMDD)

21. DISTRIBUTION OF TIME AND MILES RUN (Continuation)

(a) AGITATING (Minutes)

(b) DREDGING AND HAULING (Minutes)

(c) MILES RUN (Stat. Miles)

c. LOST TIME

(1) MAJOR REPAIRS AND ALTERATIONS

(2) CESSATION

(3) COLLISIONS

(4) TOTAL LOST TIME

(d) TOTAL TIME IN PERIOD

22. AVERAGE SPEED OF DREDGE 23. MINUTES RADAR IN USE

a. LOADING b. FEET / MINUTE 24. TIDE DATA WAS OBTAINED BY MEANS OF

c. AGITATING 25. WEATHER

d. GALS. OF FUEL OIL CONSUMED

e. GALS. OF WATER CONSUMED

26. NUMBER OF INSPECTIONS BY SUPERVISORY PERSONNEL

a. FIELD b. OFFICE

27. REMARKS

28a. SUBMITTED BY NAME (Last, First MI) AND TITLE

MATE AND

DRAGTENDERS

ENG FORM 27A, APR 1973 Page 3 of 3

32. REMARKS

29.

BREAKDOWN OF LOADS DREDGED AND HAULED

30. DATE (YYYYMMDD)

LO

A

D N

U M

B E

R

*U N

W A

T E

R E

D b.

TIME PUMP

(0001-2400)

S T

A R

T E

D

S T

O P

P E

D

P U

M P

IN

G c.

MINUTES

T U

R N

IN

G

T O

D U

M P

D U

M P

IN

G

T O

C U

T

T O

T A

L d.

CUBIC YARDS RETAINED

(In terms of in place material)

***S E

T T

LE

D

S O

LID

S

***S U

S P

E N

D E

D S

O

LID

S

B

IN

W A

T E

R

S O

LID

S

**T O

T A

L

P E

R P

U M

P

IN

G

M

U T

E

P E

R E

LA

P

S E

D

M

U T

E

***D E

N S

IT

Y

G M

S

/LIT

E R

S

O

LID

S

(In place)

a. PUMPING TIME (Minutes) b. ECONOMIC LOAD (Cubic Yards) c. TEST LOAD NUMBER. d. DATE OF TEST (YYYYMMDD)

31. ECONOMIC LOAD DATA

f. AVERAGE e.

MID-DEPTH SAMPLES

NOTE:

*WHEN LOAD IS DREDGED WITH HOPPERS UNWATERED, INDICATE BY LETTER "U".

**TOTAL CUBIC YARDS RETAINED = SETTLED SOLIDS + SUSPENDED SOLIDS - BIN WATER SOLIDS OR DETERMINED DIRECTLY BY

YARDAGE METER.

***NOT NECESSARY WHEN MEASURING LOAD BY YARDAGE METER.

a.

(1) (2) (1) (2) (3) (4) (5) (6) (1) (2) (3) (4) (5) (6) (1) (2) (3)

SECTION 00 90 02

WATER QUALITY CERTIFICATE

07/17

PART 1 GENERAL

1.1 DESCRIPTION

The following Water Quality Certificates are enclosed:

1. Permit ID 1-4799-00134/00001, FIMP CONTRACT 1, FIRE ISLAND INLET, GILGO BCH, ROBERT MOSES ST PARK.

2. Permit ID l-2824-02056/0002X, TOBAY BEACH PARK & MARINA OCEAN PKWY (Option).

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

DOCUMENT 00 90 02 Page 1

DOCUMENT 00 90 02 Page 2

May 28, 2021

Peter Weppler, Chief Environmental Analysis Branch U.S. Army Corps of Engineers – Planning 26 Federal Plaza – Room 2151 New York NY 10278 0090

Re: DEC Permit #: 1-4799-00134/00001 Water Quality Certification (WQC) FIMP – Contract 1: Fire island Inlet, Robert Moses S.P., Gilgo Beach

Dear Mr. Weppler:

In conformance with the requirements of the State Uniform Procedures Act (Article 70, ECL) and its implementing regulations (6NYCRR, Part 621) we are enclosing the Water Quality Certification for the above project.

Please carefully read all permit conditions and special permit conditions contained in the permit to ensure compliance during the term of the permit. If you are unable to comply with any conditions, please contact us at the above address. This permit must be kept available on the premises of the facility at all times

Also enclosed please find a permit sign which is to be conspicuously posted at the project site and protected from the weather.

Sincerely, Kevin Kispert file Environmental Analyst II Enclosures cc via e-mail: NYSDEC Review Team

NYSOPRHP

NYSDOS-Coastal Review

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

Facility DEC ID 1-4799-00134

PERMIT

Under the Environmental Conservation Law (ECL)

Permittee and Facility Information

Permit Issued To: Facility:

US DEPT OF THE ARMY FIMP CONTRACT 1

THE PENTAGON FIRE ISLAND INLET, GILGO BCH, ROBERT

MOSES ST PARK

WASHINGTON, DC 20310 BABYLON, NY 11702

Facility Application Contact:

PETER WEPPLER

USACOE Planning c/o PSC Mail Center 26 FEDERAL PLZ Rm 17-420

NEW YORK, NY 10278-0090

(917) 790-8634

Facility Location: In MULTIPLE TOWNS in SUFFOLK COUNTY Facility Principal Reference Point: NYTM-E: 643.577 NYTM-N: 4498.606

Latitude: 40°37'33.0" Longitude: 73°18'08.7" Project Location: CONTRACT 1: BABYLON, ISLIP Authorized Activity: Hydraulically dredge the navigation channel, deposition basin, and ebb shoal of Fire Island Inlet and pump the resulting 1.5 million cubic yards of material in the vicinity of Robert Moses State Park and Gilgo Beach to re-establish the natural longshore transport of sand and provide protection to the mainland and barrier island. An area with approximate dimensions of up to 9,000 feet long with variable width of from 1,000 feet to 2,300 feet will be dredged to maximum depth -16 MLW.

Establish Coastal Protective Features (CPFs) 1 and 2 (Democrat Point West and East) by devegetating approximately 106 acres and 17.5 acres respectively, and regrading those areas to establish slopes and elevations that will provide nesting and foraging habitat.

All work must be done as shown on the attached 34 sheet set of drawings prepared by USACE New York District, issue date 4/30/2021 and 5/14/2021, stamped "NYSDEC Approved 5/24/21.

Permit Authorizations

Water Quality Certification - Under Section 401 - Clean Water Act Permit ID 1-4799-00134/00001 New Permit Effective Date: 5/28/2021 Expiration Date: 5/27/2031

NYSDEC Approval

By acceptance of this permit, the permittee agrees that the permit is contingent upon strict compliance with the ECL, all applicable regulations, and all conditions included as part of this permit.

Permit Administrator: KEVIN A KISPERT, Deputy Permit Administrator Address: NYSDEC Region 1 Headquarters

SUNY @ Stony Brook|50 Circle Rd Stony Brook, NY 11790 -3409

Authorized Signature: ______________________________________ Date 5/28/2021

Distribution List

PETER WEPPLER

Marine Habitat Protection

MICHELLE GIBBONS

Flood Control and Coastal Erosion

KEVIN A KISPERT

Permit Components

NATURAL RESOURCE PERMIT CONDITIONS

WATER QUALITY CERTIFICATION SPECIFIC CONDITION

GENERAL CONDITIONS, APPLY TO ALL AUTHORIZED PERMITS

NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS

Permit Attachments

4/30/2021 4/30/2021

Site Plan Activity Restriction Windows Demarcation Line 4/30/2021

NATURAL RESOURCE PERMIT CONDITIONS - Apply to the Following Permits: WATER QUALITY CERTIFICATION

1. Conformance With Plans All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application.

Such approved plans were prepared by the permittee or their representative(s) and are identified in condition no. 2, which includes the relevant water quality standards and explanation for the condition..

2. Conformance With Plans List All activities authorized by this permit must be in strict conformance with the approved plans submitted by the applicant or applicant's agent as part of the permit application. Such approved plans include the following:

Document Description and date

a. USACE New York District Sheets 1 - 34, issue date 4/30/2021 & 5/14/2021

FIMP Contract 1 stamped "NYSDEC Approved on 5/24/2021

Water Quality Requirements: 6 NYCRR 608.9 Discharges prohibited without certification.

Explanation: This condition is necessary to identify what discharges are authorized by the certification. Any discharge not identified in the referenced plans is prohibited.

3. Notice of Commencement & Completion At least 48 hours prior to commencement of each dredge event for the project, the permittee and contractor shall sign and return the top portion of the enclosed notification form certifying that they are fully aware of and understand all terms and conditions of this permit. With the exception of the initial dredge event, the notification must also include including an updated site plan specifying the disposal site.

Within 30 days of completion of each dredge and deposition cycle of the project, the bottom portion of the form must also be signed and returned, along with photographs of the completed work and a statement of the amount of material dredged and amount of material deposited at the approved disposal site. Notice and materials shall be submitted via email to:

Marine Habitat Protection: DEC.sm.R1MHP-BEH@dec.ny.gov Coastal Erosion Management: Coastals@dec.ny.gov and eric.star@dec.ny.gov Wildlife: Wildlife.r1@dec.ny.gov and

Michelle.gibbons@dec.ny.gov

Water Quality Requirements: 6 NYCRR 608.9 Discharges prohibited without certification.

Explanation: This condition is necessary to identify what discharges are authorized by the certification. Any discharge not identified in the referenced plans is prohibited.

4. Post Permit Sign The permit sign enclosed with this permit shall be posted in a conspicuous location on the worksite and adequately protected from the weather.

Water Quality Requirements: 6 NYCRR 608.9 Discharges prohibited without certification.

Explanation: This condition is necessary to identify what discharges are authorized by the certification. Any discharge not identified in the referenced plans is prohibited.

5. Activity Restriction Windows For In-Water Work Dredging and other in-water work authorized by this permit is prohibited between the dates listed below for the respective species in areas as shown on Attachment "A" - Activity Restriction Windows".

Reference to areas inside or outside of the Sore Thumb peninsula in Fire Island Inlet is illustrated by Attachment "B" "Line of Demarkation". Areas west of the line are outside, areas east of the line are inside.

Activity Window Restrictions:

Piping Plover & Least Terns: April 1 to August 31 inclusive Finfish & Shellfish: June 1 to September Inclusive Horseshow Crab: April15 to July 15 Inclusive Winter Flounder: January 1 to May 31 Inclusive Atlantic Sturgeon: April 15 to June 30, September 15 to November 15 Inclusive

Water Quality Standards: 6 NYCRR 703.2 – as above. 6 NYCRR 701, Classification of surface waters and identification of best usages.

Explanation: This condition is necessary to ensure that the discharge does not adversely impact water quality during sensitive fish spawning periods and contravene water quality standards or impair the waters best usages for fish propagation or fish survival.

Activity Restriction Windows

Demarcation Line

6. Activity Restriction Windows For Beach Work On-beach work/disturbance , including but not limited to, the deposition of dredged material, the grading/movement of material to shape the beach berm, mobilization and demobilization activities, and the operation of construction equipment and vehicles, is prohibited between the dates April 1 and August 31 inclusive of each year as listed in Attachment "A" Activity Window Restrictions" in order to protect the reproductive activities of beach nesting shorebirds listed as endangered or threatened. Should an unavoidable need arise to conduct authorized on-beach activities during the April through August restriction period, the permittee shall notify the Department (michelle.gibbons@dec.ny.gov; kevin.kispert@dec.ny.gov) at least 15 days before the work is scheduled to start and provide for DEC approval a written plan outlining how the work will be conducted to avoid negative impacts to the species.

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

Facility DEC ID 1-4799-00134

Water Quality Standards: 6 NYCRR 701.2 through 701.8 states that New York fresh surface waters shall be suitable for fish, shellfish and wildlife propagation and survival; 6 NYCRR 701.9 states that New York fresh surface waters shall be suitable for fish, shellfish and wildlife survival; 6 NYCRR 182 Regulations prohibiting the take of state-listed endangered or threatened species; 19 NYCRR § 602.5 Significant Coastal Fish and Wildlife Habitats made under the authority granted to New York State to implement elements of the federal Coastal Zone Management Act of 1972.

Explanation: This condition is necessary to ensure that activities undertaken within designated significant coastal fish and wildlife habitats fully identify the natural resources within the project area and develop site-specific plans and methods for the minimization and control of discharges affecting water quality and wildlife. The condition is necessary to ensure that discharges do not contravene state water quality standards, that best usages are maintained, waters remain suitable for fish, shellfish, and wildlife survival and any activities authorized do not “take” any aquatic or aquatic-dependent state listed endangered or threatened species or its habitat.

7. Leave a Uniform Bottom Elevation All dredging shall be conducted so as to leave a uniform bottom elevation free of mounds or holes.

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards related to turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that the project does not violate water quality standards related to turbidity.

8. Grade Channel Side Slopes All side slopes of the dredge channel will have a maximum of 1:3 slope.

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards related to turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that the project does not violate water quality standards related to turbidity.

9. Properly Locate & Position Dredged Material Discharge Pipe The dredged material discharge pipe shall be located and positioned to prevent the scouring or damage of dunes and to prevent the direct placement of material seaward of the line of spring high water. A diffuser shall be attached to the end of the discharge pipe.

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards for turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that upland erosion is minimized and contained during project construction, preventing contravention of the water quality standards.

10. No Disturbance to Vegetated Tidal Wetlands There shall be no disturbance to vegetated tidal wetlands or protected buffer areas as a result of the permitted activities except as specifically authorized for Coastal Protective Feature (CPF) 1 as shown on the approved plans.

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards related to turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that upland erosion is minimized and contained during project construction, preventing contravention of the water quality standards.

11. Dredging Once Per Year Dredging shall be undertaken no more than once in any calendar year unless specifically authorized by the department.

Water Quality Standards: 6 NYCRR 703.2 – as above. 6 NYCRR 701, Classification of surface waters and identification of best usages.

Explanation: This condition is necessary to ensure that the discharge does not adversely impact water quality during sensitive fish spawning periods and contravene water quality standards or impair the waters best usages for fish propagation or fish survival.

12. Dredged Materials on the Beach All material deposited on the beach shall be of compatible (equal to or larger) grain size to the naturally occurring beach. If at any time during the dredging operation the composition of the dredged material changes and becomes unsuitable for beach placement, dredging operations shall cease immediately and the office of Regional Habitat - TW shall be contacted with a proposed plan to correct the problem and/or for alternative placement. No further activity will commence without the department’s approval.

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards related to turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that the project does not violate water quality standards related to turbidity.

13. Dredged Depth Survey Within 90 days of completion of the dredging operation, an as-dredged depth survey of the dredged area shall be submitted via email to:

Marine Habitat Protection: DEC.sm.R1MHP-BEH@dec.ny.gov

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards related to turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that the project does not violate water quality standards related to turbidity.

14. As-Built Survey for CPFs and Beaches Post Construction Topographic Surveys of CPF#1, CPF#2, Gilgo Beach, and RMSP Beach shall be submitted to the Department (Coastals@dec.ny.gov) no more than 90 days after project completion.

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards related to turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that the project does not violate water quality standards related to turbidity.

15. Storage Tanks & Fueling Fuel or other chemical storage tanks shall be contained and located at all times in an area greater than 100 feet landward of apparent high water to avoid the inadvertent leakage of deleterious substances into surface waters. or located in existing, improved locations such as paved parking lots or streets with appropriate containment to prevent contamination of the beach and surface waters. No refueling is authorized on the beach.

If the above requirement cannot be met by the permittee, then the storage areas must be designed to completely contain any and all potential leakage. Such a containment system must be approved by Department staff prior to equipment, machinery or tank storage within 100 feet of apparent high water.

Any spill of petroleum exceeding 5 gallons in quantity must be immediately reported to the NYS Oil Spill Hotline at 1-800-457-7362.

Water Quality Standards: 6 NYCRR 703.2. Narrative water quality standards related to turbidity, suspended solids, toxic substances, color, and other deleterious subtances.

Explantion: This condition is necessary to ensure that the permittee undertakes whatever additional measures are necessary, and not otherwise specified in the conditions of this permit, to prevent the contravention of water quality standards during the implemenation of the project.

16. Storage of Equipment, Materials The storage of construction equipment and materials shall be confined within the project work area and/or upland areas greater than 100 feet landward of apparent high water in order to avoid the inadvertent leakage of deleterious substances into surface waters.

Water Quality Standards: 6 NYCRR 608.9 Discharges prohibited without certification.

Explanation: This condition is necessary to ensure that the storage of materials and the operation of heavy equipment does not result in long-term or permanent alteration of waters, creating a discharge beyond the scope of the authorized discharge.

17. No Equipment Staging In Dune Areas There shall be no staging of equipment, vehicles or supplies in dune areas.

Water Quality Standards: 6 NYCRR 703.2. Narrative water quality standards related to turbidity, suspended solids, toxic substances, color, and other deleterious subtances.

Explanation: This condition is necessary to ensure eqipment used for the project will not contribute to a contravention of water quality standards during the implemenation of the project.

18. No Construction Debris Any debris, garbage, trash, or excess material from construction of this project, including debris and woody material from the grubbing and clearing of Coastal Protective Features (CPFs) 1 and 2, shall be completely removed from the beach and taken to an appropriate approved upland area for disposal. No debris is permitted on the dunes, beach, or in the water.

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards for turbidity, suspended solids, toxic substances and other deleterious substances.

Explanation: This condition is necessary to ensure that various materials which can be harmful or toxic to aquatic life, are properly contained during project construction, preventing the contravention of the water quality standards.

19. No Disturbance To Vegetated Dune Areas There shall be no disturbance to vegetated dune areas except as specifically authorized for Coastal Protective Feature (CPF) 1 as shown on the approved plans.

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards for turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that upland erosion is minimized after construction is completed, preventing contravention of the water quality standards.

20. Restore Any Areas Disturbed By Construction Any areas of beach or dune disturbed during the construction of the activities authorized herein, such as the installation, relocation and removal of dredged material discharge pipes and booster pumps, and the operation of staging areas must be restored to pre-project conditions upon completion of work.

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards for turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that upland erosion is minimized after construction is completed, preventing contravention of the water quality standards.

21. Grade Completed Beach Smooth Upon completion of the project, the permittee shall grade the beach nourishment area as necessary to remove wheel ruts, tire tracks, or any mounds, ridges or holes in excess of 6 inches above or below the finished beach surface.

The grade of the finished beach must be suitable to support the nesting of piping plovers and least terns.

Water Quality Standards: 6 NYCRR 701.2 through 701.8 states that New York fresh surface waters shall be suitable for fish, shellfish and wildlife propagation and survival; 6 NYCRR 701.9 states that New York fresh surface waters shall be suitable for fish, shellfish and wildlife survival; 6 NYCRR 182 Regulations prohibiting the take of state-listed endangered or threatened species; 19 NYCRR § 602.5 Significant Coastal Fish and Wildlife Habitats made under the authority granted to New York State to implement elements of the federal Coastal Zone Management Act of 1972.

Explanation: This condition is necessary to ensure that activities undertaken within designated significant coastal fish and wildlife habitats fully identify the natural resources within the project area and develop site-specific plans and methods for the minimization and control of discharges affecting water quality and wildlife. The condition is necessary to ensure that discharges do not contravene state water quality standards, that best usages are maintained, waters remain suitable for fish, shellfish, and wildlife survival and any activities authorized do not “take” any aquatic or aquatic-dependent state listed endangered or threatened species or its habitat.

22. Tidal Connection to Bay CPF 1 With the exception of the initial construction event, the tidal connection of the Pond to the Bay in CPF 1 shall have the flow evaluated by the Monitoring and Adaptive Management Plan (MAMP) Team, and re-established as necessary to ensure the pond remains connected to tidal waters throughout the term of this WQC.

Water Quality Standards: 6 NYCRR 701, Classification of surface waters and identification of best usages.

Explanation: This condition is necessary to ensure that the flow of water is maintained during and after construction, to sustain aquatic life and maintain the waters’ best usages for survival of fish and aquatic organisms.

23. No-Disturbance Buffer in CPF1 A no disturbance buffer shall be established immediately adjacent to and extending 150 west of the 4x4 Access Road which runs north/south along the east side of the Democrat Point jetty. The buffer shall begin at the southern entrance of the 4x4 Access Road and extend 1670 feet north. This buffer area is not intended to impede work associated with shallowing/ filling of the open water pond or its connection to tidal waters.

NEW YORK STATE DEPARTMENT OF ENVIRONMENTAL CONSERVATION

Facility DEC ID 1-4799-00134

Water Quality Standards: 6 NYCRR 703.2: Narrative water quality standards for turbidity, suspended solids, and other deleterious substances.

Explanation: This condition is necessary to ensure that upland erosion is minimized and contained during project construction, preventing contravention of the water quality standards.

24. Stockpile Elevation CPF 2 The relocated eastern stockpile in CPF 2 shall have a maximum slope of 1V:3H and a maximum elevation of 12.0’ NAVD88.

Water Quality Standards: 6 NYCRR 703.2, Narrative Water Quality Standards related to turbidity, suspended solids, toxic substances, color, and other deleterious substances.

Explanation: This condition is necessary to ensure that erosion from stockpiled materials is minimized and contained during project construction, preventing contravention of the water quality standards.

25. Stockpiles Dredged material shall be pumped and placed directly on the receiving beach. There shall be no stockpiling or temporary storage of dredged materials for longer than 48 hrs.

Water Quality Standards: 6 NYCRR 703.2, Narrative Water Quality Standards related to turbidity, suspended solids, toxic substances, color, and other deleterious substances.

Explanation: This condition is necessary to ensure that erosion from stockpiled materials is minimized and contained during project construction, preventing contravention of the water quality standards.

26. Precautions Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project.

27. Precaution Against Contamination of Waters All necessary precautions shall be taken to preclude contamination of any wetland or waterway by suspended solids, sediments, fuels, solvents, lubricants, epoxy coatings, paints, concrete, leachate or any other environmentally deleterious materials associated with the project.

Water Quality Standards: 6 NYCRR 703.2. Narrative water quality standards related to turbidity,suspended solids, toxic substances, color, and other deleterious subtances.

Explantation: This condition is necessary to ensure that the permittee undertakes whatever additional measures are necessary, and not otherwise specified in the conditions of this permit, to prevent the contravention of water quality standards during the implemenation of the project.

WATER QUALITY CERTIFICATION SPECIFIC CONDITIONS

Facility DEC ID 1-4799-00134

1. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned, will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704.

2. Water Quality Certification The authorized project, as conditioned pursuant to the Certificate, complies with Section 301, 302, 303, 306, and 307 of the Federal Water Pollution Control Act, as amended and as implemented by the limitations, standards, and criteria of state statutory and regulatory requirements set forth in 6 NYCRR Section 608.9(a). The authorized project, as conditioned, will also comply with applicable New York State water quality standards, including but not limited to effluent limitations, best usages and thermal discharge criteria, as applicable, as set forth in 6 NYCRR Parts 701, 702, 703, and 704.

GENERAL CONDITIONS - Apply to ALL Authorized Permits:

1. Facility Inspection by The Department The permitted site or facility, including relevant records, is subject to inspection at reasonable hours and intervals by an authorized representative of the Department of Environmental Conservation (the Department) to determine whether the permittee is complying with this permit and the ECL. Such representative may order the work suspended pursuant to ECL 71- 0301 and SAPA 401(3).

The permittee shall provide a person to accompany the Department's representative during an inspection to the permit area when requested by the Department.

A copy of this permit, including all referenced maps, drawings and special conditions, must be available for inspection by the Department at all times at the project site or facility. Failure to produce a copy of the permit upon request by a Department representative is a violation of this permit.

2. Relationship of this Permit to Other Department Orders and Determinations Unless expressly provided for by the Department, issuance of this permit does not modify, supersede or rescind any order or determination previously issued by the Department or any of the terms, conditions or requirements contained in such order or determination.

3. Applications For Permit Renewals, Modifications or Transfers The permittee must submit a separate written application to the Department for permit renewal, modification or transfer of this permit. Such application must include any forms or supplemental information the Department requires.

Any renewal, modification or transfer granted by the Department must be in writing. Submission of applications for permit renewal, modification or transfer are to be submitted to:

Regional Permit Administrator NYSDEC Region 1 Headquarters SUNY @ Stony Brook|50 Circle Rd Stony Brook, NY11790 -3409

4. Submission of Renewal Application The permittee must submit a renewal application at least 30 days before permit expiration for the following permit authorizations: Water Quality Certification.

5. Permit Modifications, Suspensions and Revocations by the Department The Department reserves the right to exercise all available authority to modify, suspend or revoke this permit. The grounds for modification, suspension or revocation include:

a. materially false or inaccurate statements in the permit application or supporting papers;

b. failure by the permittee to comply with any terms or conditions of the permit;

c. exceeding the scope of the project as described in the permit application;

d. newly discovered material information or a material change in environmental conditions, relevant technology or applicable law or regulations since the issuance of the existing permit;

e. noncompliance with previously issued permit conditions, orders of the commissioner, any provisions of the Environmental Conservation Law or regulations of the Department related to the permitted activity.

6. Permit Transfer Permits are transferrable unless specifically prohibited by statute, regulation or another permit condition. Applications for permit transfer should be submitted prior to actual transfer of ownership.

NOTIFICATION OF OTHER PERMITTEE OBLIGATIONS

Item A: Permittee Accepts Legal Responsibility and Agrees to Indemnification The permittee, excepting state or federal agencies, expressly agrees to indemnify and hold harmless the Department of Environmental Conservation of the State of New York, its representatives, employees, and agents ("DEC") for all claims, suits, actions, and damages, to the extent attributable to the permittee's acts or omissions in connection with the permittee’s undertaking of activities in connection with, or operation and maintenance of, the facility or facilities authorized by the permit whether in compliance or not in compliance with the terms and conditions of the permit. This indemnification does not extend to any claims, suits, actions, or damages to the extent attributable to DEC's own negligent or intentional acts or omissions, or to any claims, suits, or actions naming the DEC and arising under Article 78 of the New York Civil Practice Laws and Rules or any citizen suit or civil rights provision under federal or state laws.

Item B: Permittee's Contractors to Comply with Permit The permittee is responsible for informing its independent contractors, employees, agents and assigns of their responsibility to comply with this permit, including all special conditions while acting as the permittee's agent with respect to the permitted activities, and such persons shall be subject to the same sanctions for violations of the Environmental Conservation Law as those prescribed for the permittee.

Item C: Permittee Responsible for Obtaining Other Required Permits The permittee is responsible for obtaining any other permits, approvals, lands, easements and rights-of-way that may be required to carry out the activities that are authorized by this permit.

Item D: No Right to Trespass or Interfere with Riparian Rights This permit does not convey to the permittee any right to trespass upon the lands or interfere with the riparian rights of others in order to perform the permitted work nor does it authorize the impairment of any rights, title, or interest in real or personal property held or vested in a person not a party to the permit.

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FIRE ISLAND INLET TO MONTAUK POINT

CONTRACT 1 - DREDGING FIRE ISLAND INLET

PLACEMENT AT GILGO BEACH AND ROBERT MOSES

SUFFOLK COUNTY, NEW YORK

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GENERAL PLAN AND NOTES

CPF’S GENERAL PLAN

GILGO BEACH FILL STA. 13+00 TO STA. 40+00

GILGO BEACH FILL STA. 45+00 TO STA. 72+00

GILGO BEACH FILL STA. 72+00 TO STA. 100+00

GILGO BEACH FILL STA. 100+00 TO STA.127+00

ROBERT MOSES BEACH FILL STA. 70+00 TO STA. 95+00

ROBERT MOSES BEACH FILL STA. 95+00 TO STA.123+00

ROBERT MOSES BEACH FILL STA.123+00 TO STA.150+00

ROBERT MOSES BEACH FILL STA.150+00 TO STA.178+00

ROBERT MOSES BEACH FILL STA.178+00 TO STA. 206+00

ROBERT MOSES BEACH FILL STA. 206+00 TO STA. 234+00

ROBERT MOSES BEACH FILL STA. 234+00 TO STA. 260+00

EBB SHOAL DREDGE SHEET

CHANNEL DREDGE SHEET STA. 00+00 TO STA. 35+00

CHANNEL DREDGE SHEET STA. 35+00 TO STA. 92+00

CPF 1-DEMOCRAT POINT WEST PLAN

CPF 1-DEMOCRAT POINT WEST PLAN

CPF 2-DEMOCRAT POINT EAST PLAN

GILGO BEACH CROSS SECTION SHEET STA. 18+00 TO 42+00

GILGO BEACH CROSS SECTION SHEET STA 45+00 TO 69+00

GILGO BEACH CROSS SECTION SHEET STA 72+00 TO 96+00

GILGO BEACH CROSS SECTION SHEET STA 99+00 TO 123+00

ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 75+00 TO 99+00

ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 102+00 TO 126+00

ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 129+00 TO 153+00

ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 156+00 TO 180+00

ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 183+00 TO 207+00

ROBERT MOSES STATE PARK CROSS SECTION SHEET STA. 210+00 TO 234+00

CHANNEL AND SEDIMENT CROSS SECTIONS

CPF 1-CROSS SECTIONS

CPF 1-CROSS SECTIONS

CPF 2- CROSS SECTIONS

ATTACHMENT 1 - TOBAY BEACH OPTION SHEETS

ATTACHMENT 2 - OVERLOOK BEACH OPTION SHEETS

G-001 G-101 G-102 C-101 C-102 C-103 C-104 C-105 C-106 C-107 C-108 C-109 C-110 C-111 C-112 C-113 C-114 C-120 C-121 C-122 C-301 C-302 C-303 C-304 C-305 C-306 C-307 C-308 C-309 C-310 C-311 C-320 C-321 C-322

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IO

N

AL

V

AL

U E

2%

SREGSR

/E

G

EG

G

EN

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AL

P

LA

N

A N

D N

O

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G-101

SHEET 2 OF 34

LOCAL CONTROL DATA

BENCHMARK WAR-6

ELEVATION 2.54' (NAVD 88)

NSRS BENCHMARK

BENCHMARK: R375 (PID:KU0724)

ELEVATION 8.88' (NAVD 88)

GENERAL NOTES:

1. THE INFORMATION DEPICTED ON THIS SURVEY MAP REPRESENTS THE

RESULTS OF SURVEY MADE ON THE DATES INDICATED AND CAN ONLY BE

CONSIDERED AS THE GENERAL CONDITIONS EXISTING AT THAT TIME. THE

SURVEY WAS TAKEN ON MARCH 2021

2. THIS SURVEY WAS PERFORMED USING REAL TIME KINEMATIC GPS FROM

STATION "WAR-6"

3. THE SOUNDINGS ON THIS MAP MEET EM 1119-2-103 ACCURACY STANDARDS.

4. SINGLE BEAM SOUNDINGS DEPICTED ON THIS MAP HAVE BEEN SORTED TO A

15' INTERVAL USING THE FULL DATA SET.

5. MULTI BEAM SOUNDINGS DEPICTED ON THIS MAP ARE BASED ON A 3'X3'

MEDIAN CELL,SORTED TO A 30' INTERVAL.

6. CONTOURS ON THIS MAP WERE GENERATED USING THE MAP DATA SET.

7. THE TOPOGRAPHIC DATA ON THIS SURVEY MAP MEETS…

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