public notice · 2014. 12. 9. · public notice no. nan-2012-01138-eha work description the...

PUBLIC NOTICE

US Army Corps of Engineers New York District Jacob K. Javits Federal Building New York, N.Y. 10278-0090 ATIN: Regulatory Branch

To Whom It May Concern:

In replying refer to: Public Notice Number: NAN-2012-01138-EHA

Issue Date: December 12, 2014 Expiration Date: February 1 0, 2015

The New York District, Corps of Engineers has received an application for a Department of the Army permit pursuant to Section 10 of the Rivers and Harbors Act of 1899 (33 U.S.C. 403) and Section 404 of the Clean Water Act (33 U.S.C. 1344).

APPLICANT: Liberty Natural Gas, LLC c/o Jason Goldstein 51 John F. Kennedy Parkway, Suite 309 Short Hills, New Jersey 07078

ACTIVITY: Construct a liquefied natural gas deepwater port and associated natural gas transmission line.

WATERWAY: Atlantic Ocean

LOCATION: Approximately 19 miles south of Jones Beach and 31 miles southeast of. the entrance to New York Harbor.

A detailed description and plans of the applicant's activity are enclosed to assist in your review.

The decision whether to issue a permit will be based on an evaluation of the probable impact including cumulative impacts of the proposed activity on the public interest. That decision will reflect the national concern for both protection and utilization of important resources. The benefit which reasonably may be expected to accrue from the proposal must be balanced against its reasonably foreseeable detriments. All factors which may be relevant to the proposal will be considered including the cumulative effects thereof; among those are conservation, economics, aesthetics, general environmental concerns, wetlands, historic properties, fish and wildlife values, flood hazards, floodplain values, land use, navigation, shoreline erosion and accretion, recreation, water supply and conservation, water quality, energy needs, safety, food and fiber production, mineral needs, considerations of property ownership and, in general, the needs and welfare of the people.

The Corps of Engineers is soliciting comments from the public; Federal, state, and local agencies and officials; Indian Tribes; and other interested parties in order to consider and evaluate the impacts of this proposed activity. Any comments received will be considered by the Corps of Engineers to determine whether to issue, modify, condition or deny a permit for this proposal. To make this decision, comments are used to assess impacts on endangered species, historic properties, water quality, general environmental effects, and the other public interest factors listed above. Comments are used in preparation of an Environmental Impact Statement pursuant to the National Environmental Policy Act. Comments are also used to determine the overall public interest of the proposed activity.

CENAN-OP-RE PUBLIC NOTICE NO. NAN-2012-01138-EHA

The New York District of the U.S. Army Corps of Engineers is serving as one of the cooperating agencies involved in the preparation,' of an Environmental Impact Statement by the United States Coast Guard (USCG) and Maritime Administration (MARAD). A Notice of Availability for the Draft Environmental Impact Statement (DEIS) was posted in the Federal Register on Friday, Dec 12, 2014, and the DEIS can be viewed on the Federal Docket at "www.regulations.gov" docket number USCG-2013-0363. Copies of the DE IS have been mailed to federal, state, and local government representatives and agencies; elected officials; environmental and public interest groups; Native American tribes; local newspapers and libraries in the project area; and potentially affected landowners and other interested individuals and groups. Information to submit comments on the DEIS can be found on the in the Federal Register Notice. USCG will conduct two public meetings in the project area to receive comments on the DE IS. The New York District Corps of Engineers will participate in the public meetings to gather information on this proposal to assist in the review of the permit application for the proposed activity and will consider public comments on the material matters at issue with respect to activities regulated by the Corps.

COMMENTS REGARDING THE PERMIT APPLICATION COULD ALSO BE PREPARED IN WRITING AND MAILED TO REACH THIS OFFICE BEFORE THE EXPIRATION DATE OF THIS NOTICE, otherwise, it will be presumed that there are no objections to the activity. Comments provided will become a part of the public record for this action.

The date, time and location of the public meetings are as follows:

New York Session:

DATE: TIME:

LOCATION:

Wednesday, January 7, 2015 Open house 4:30 p.m. to 5:30 p.m. Public Meeting 6:00 p.m. to 8:00 p.m. Hilton New York JFK Airport 144-02 1351

h Avenue Jamaica, New York 11436 Phone: 718-659-0200

Parking is available at the hotel. Bring your parking ticket to the meeting and you will be given another ticket when you sign in so you don't have to pay.

New Jersey Session:

DATE: TIME:

LOCATION:

Free parking on site.

Thursday, January 8, 2015 Open house 4:30p.m. to 5:30p.m. Public Meeting 6:00 p.m. to 8:00 p.m. Sheraton Eatontown Hotel 6 Industrial Way East Eatontown, NJ 07724 Phone 732-542-6500

Information on project impacts to Endangered and Threatened Species, Essential Fish Habitat, and sites included in or eligible for inclusion in the National Register of Historic Places can be found in the DEIS.

Reviews of activities pursuant to Section 404 of the Clean Water Act will include application of the

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guidelines promulgated by the Administrator, U.S. Environmental Protection Agency, under authority of Section 404 (b) of the Clean Water Act and the applicant will obtain a water quality certificate or waiver from the appropriate state agency in accordance with Section 401 of the Clean Water Act prior to a permit decision.

Pursuant to Section 307 (c) of the Coastal Zone Management Act of 1972 as amended [16 U.S.C. 1456 (c)], for activities under consideration that are located within the coastal zone of a state which has a federally approved coastal zone management program, the applicant has certified in the permit application that the activity complies with, and will be conducted in a manner that is consistent with, the approved state coastal zone management program. By this public notice, we are requesting the state's concurrence with, objection to, or waiver of the applicant's certification. No permit decision will be made until one of these actions occur. For activities within the coastal zone of New York State, the applicant's certification and accompanying information is available from the Consistency Coordinator, New York State Department of State, Division of Coastal Resources and Waterfront Revitalization, Coastal Zone Management Program, One Commerce Plaza, 99 Washington Avenue, Albany, New York 12231, Telephone (518) 474-6000. Comments regarding the applicant's certification, and copies of any letters to this office commenting upon this proposal, should be so addressed.

In addition to any required water quality certificate and coastal zone management program concurrence, the applicant has obtained or requested the following governmental authorization for the activity under consideration:

• United States Coast Guard • Maritime Administration • United States Environmental Protection Agency • New York State Department of Environmental Conservation • New York State Office of General Services

It is requested that you communicate the foregoing information concerning the activity to any persons known by you to be interested and who did not receive a copy of this notice. If you have any questions concerning this application, you may contact this office at (917) 790-8523 and ask for Naomi Handel!.

In order for us to better serve you, please complete our Customer Service Survey located at http://www. nan. usace.army. mil/Missions/Reg ulatorv/CustomerSurvey.aspx.

For more information on New York District Corps of Engineers programs, visit our website at http://www.nan.usace.army.mil.

'a-"

Jodi M. McDonald Chief, Regulatory Branch

Enclosures

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WORK DESCRIPTION

The applicant, Liberty Natural Gas, LLC, has requested Department of the Army authorization for construction of a deepwater port and natural gas pipeline in the Atlantic Ocean, off the coast of Jones Beach, Nassau County, New York.

Overall Description

The proposed Port Ambrose Deepwater Port (Port Ambrose Project, Port or Project) would be located approximately 16.1 nautical miles off of Jones Beach, New York, approximately 27.1 nautical miles from the entrance to New York Harbor, 13.1 nautical miles east of Sandy Hook, New Jersey, and approximately 24.9 nautical miles from Long Branch, New Jersey. The proposed Port facilities would consist of two submerged turret loading buoy (STL Buoy) systems, buoy mooring system, buoy pick-up system, buoy landing pad, flexible riser and umbilical, and the pipeline end manifold (PLEM). The pipeline facilities would consist of two pipeline laterals, a collocated "Y" assembly (CYA), the proposed Mainline, and the subsea tie-in (SSTI) assembly. The STL Buoys would be designed to act as moorings for the purpose-built LNG regasification vessels (LNGRVs) and be the receiving connection for the natural gas unloaded from the LNGRVs and delivered to the proposed Mainline. The proposed Mainline would then connect to the Transcontinental Gas Pipe Line Company (Transco) Lower New York Bay Lateral for delivery to shore.

The STL Buoys would be located in water depths ranging from approximately 100 to 110 feet and separated by approximately 1.62 nautical miles to allow the LNGRVs to weathervane simultaneously without interference and provide for sufficient room for LNGRV maneuverability docking at a vacant buoy when an LNGRV is moored to the second buoy. Each STL Buoy would be permanently secured with eight mooring lines connected to suction anchors. A flexible riser would connect the STL Buoys to the PLEM, which in turn would connect to a pipeline lateral. When not in use, the STL Buoys would be lowered to a landing pad on the seafloor.

The proposed Mainline and pipeline laterals for the proposed Project would be located in both federal and state waters. The pipeline laterals would connect from the PLEM to the CY A At the CY A, the two laterals would then connect to the proposed Mainline. The lateral on the southwest portion of the proposed Port facilities (Lateral 1) would be 26 inches in diameter and would run from the STL Buoy 1 (southwestern buoy) PLEM approximately 0. 76 nautical mile in a northerly direction to the CY A The lateral on the northeast portion of the proposed Port facilities (Lateral 2) would also be 26 inches in diameter and would run from the STL Buoy 2 (northeastern buoy) PLEM approximately 1.54 nautical miles in a westerly direction to the CYA The proposed Mainline (pipeline) would extend from the CYA (milepost [MP] 0.00) in a northwesterly direction for approximately 16.8 nautical miles to where it would cross into New York state waters. From there it would continue approximately 2.3 nautical miles in a northwesterly direction to its terminus (MP 21.67) at the Transco Lower New York Bay Lateral connection.

LNGRVs that would call on the proposed Port facilities would be purpose built to call on STL Buoys. Liberty anticipates that the LNGRVs would be registered under the Norwegian International Ship Register through a long-term agreement with Hoegh LNG.

The LNGRVs would approach the proposed Port facilities from the south using the Hudson Canyon to Ambrose Traffic Lane. A specially designed mating cone would be incorporated into the LNGRVs' design to facilitate connection of the LNGRVs to the STL Buoys. The STL Buoys would serve as the primary mooring structure for the LNGRVs and would allow for the LNGRVs to rotate around the STL Buoys, or weathervane, in response to prevailing wind, wave, and current directions. The LNGRVs would be equipped to vaporize its LNG cargo to natural gas

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through the onboard closed-loop, shell-and-tube vaporization system. When offloading and sendout operations are completed, the LNGRVs would disconnect from the STL Buoys and depart using the Ambrose to Nantucket Traffic Lane.

STL Buoys

The STL Buoy components would consist of the STL Buoy, buoyancy cone, integrated turret, pick-up assembly, and landing pad. It is expected that for each STL Buoy, the mooring system and landing pad would permanently displace approximately 1.6 acres of sea floor, totaling 3.2 acres. The STL Buoys would also function as the mooring system for the LNGRVs.

Each STL Buoy would be 33 feet in height and 24 feet in diameter. Each STL Buoy would have a conical steel structure called a buoyancy cone. The buoyancy cone is designed to reduce the weight of the STL assembly to ensure a smooth transfer of mooring, riser, umbilical, and reaction forces to the LNGRV. The outer shell would be equipped with a heavy duty fender system to absorb impact loads during mating with the LNGRVs.

The top of the STL Buoy would be fitted with a pick-up assembly designed to facilitate retrieval of the STL Buoy from the landing pad. The pick-up assembly would consist of three main components: the three-leg lifting bridle; messenger line with spring buoys; and marker buoys. All of these components together would be approximately 525 feet in length. The STL Buoy would be connected to the messenger line with the three-leg lifting bridle. The messenger line would be fitted with spring buoys as supplemental flotation, as well as one finger buoy and one marker buoy with a flashing light. The finger buoy and marker buoy would be attached to the upper end of the messenger line and be at the surface when ttie STL Buoy is disconnected.

The STL Buoys would rest on landing pads installed on the seafloor when not in use. The approximately 49-foot-diameter landing pads would be installed to the seafloor using a skirted mud mat or, if necessary, suction anchor. To minimize impact loads while lowering the STL Buoys, fenders would be attached to the anchor pads.

Mooring System

Eight mooring lines would be connected to the suction anchors for each STL Buoy. If necessary, driven piles could be used as an alternative to the suction anchors in the unlikely event geotechnical conditions preclude use of suction anchors. The mooring lines would be two chain segments (upper and lower) and two wire segments (upper and lower). The lower chain segment would be attached to the pad-eye on the suction anchor and the opposite would connect to the lower wire segment. The upper chain segment would connect to the turret connecting link and the upper wire segment. The steel cable segments would be approximately 4.25 inches in diameter and made of sheathed spiral strand wire. Maximum load on chain segments would occur when an LNGRV is moored to the STL Buoy. The chain segments would be designed for a service life of 30 years and 1 0-year return period wind and wave event. The mooring system would also be designed for a 1 00-year return period current event and a 100-year storm event while the STL Buoy is idle. From the center ofthe STL Buoy to the center of each anchor would be up to approximately 3,138 feet. Final design will account for prevailing current and wind and wire cable length may be less.

Eight suction anchors, approximately 26 to 46 feet in outer diameter and 33 feet in length (size is variable and dependent on geotechnical conditions), would be used to secure each STL Buoy. If necessary, driven piles could be used as an alternative to the suction anchors in the unlikely event geotechnical conditions preclude use of suction anchors. The mooring chain would be shackled to the pad-eye at the anchor pile and the vertical elevation of the pad-eye optimized with respect to the moment capacity of the sediment. The suction anchors would be

- 5-


designed to allow the LNGRVs to maintain station without the use of power, other than brief periods of stern thruster use under certain metocean conditions to prevent cargo sloshing.

Flexible Riser and Umbilical

The riser would be a 14-inch-diameter, flexible, high-pressure natural gas transfer hose that would connect the STL Buoy to the PLEM. The riser would be designed to handle the dynamic loading associated with raising and lowering the STL Buoys.

A holdback tether line would be connected to the flexible riser and umbilical to provide stability to their floating components. The holdback tether would be connected to a 220-ton clump weight tether anchor. The holdback tether line would be approximately 2,946 feet from the riser to the tether anchor.

PLEM

Each STL Buoy would have a PLEM anchored to the seafloor that would serve as the termination point of the STL Buoy system and interface between the flexible riser and the pipeline lateral. Each PLEM would permanently displace a 33-foot by 33-foot area of sea floor. The prefabricated PLEMs would be designed specifically for the physical conditions at the proposed Port facilities.

The PLEM would consist of several valves, and fittings would be mounted on a structure. The structure would be fixed to-tb~seafloor using skirted mud mats or, if necessary, a suction anchor system. The PLEM would be designed to accommodate the dynamic loading applied by the flexible riser, currents and other conditions.

The PLEM would be the termination point for the flexible riser. The PLEM would include a manual isolation valve located downstream of the flexible riser termination flange for installation and maintenance. The PLEM would also include an emergency shutdown (ESD) valve, check valve and manual isolation valve located upstream of the pipeline lateral. The ESD valve would be a fail-safe-close type valve that would be remotely controlled from the LNGRV through the umbilical. The check valve would prevent backflow from the pipeline lateral and the manual isolation valve would allow for isolation of the PLEM from the pipeline lateral during maintenance.

The PLEM would be designed to accommodate removable temporary pig launchers/receivers connected to the subsea valves. In addition, the PLEM piping that would attach to the flexible riser would also be installed with a pre-loaded dewatering pig.

Pipeline Laterals

The proposed Project would include two pipeline laterals, one for each STL Buoy. The pipeline lateral delivering natural gas from the southwestern STL Buoy (Lateral 1) would be approximately 0. 76 nautical mile, while the pipeline lateral delivering gas from the northeastern STL Buoy (Lateral 2) would be approximately 1.54 nautical miles. The 26-inch-diameter pipeline laterals would connect each PLEM to the CY A. It is expected that installation of the pipeline laterals would temporarily displace approximately 48,900 cubic yards of seafloor material, over a 24 acre area.

The CYA would be installed at the connection between the proposed Mainline and the two pipeline laterals. The end of the proposed Mainline would be lifted to the surface, trimmed, and

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the CYA welded to the proposed Mainline. It is expected that installation of the CYA would displace approximately 2,800 cubic yards of seafloor material, over a 0.2 acre area.

Mainline

The proposed Mainline would be approximately 18.8 nautical miles in length from the CYA to the terminus at the connection with the Transco Lower New York Bay Lateral. For approximately 16.8 nautical miles, from MP 0.0 to MP 19.3, the proposed Mainline would be located in federal waters. The remaining 2.0 nautical miles, from MP 19.3 to MP 21.67, would be within New York state waters. The proposed Mainline would head in a northwest direction from its beginning point at the CYA to its terminus at the Transco Lower New York Bay Lateral. The proposed Mainline would be 26 inches in diameter and buried to a depth of 4 feet below the sediment for an initial length of 14.8 nautical miles, from MP 0.0 to MP 17.0, and for 1.4 nautical miles, from MP 20.1 to 21.67. For approximately 2.7 nautical miles through the Ambrose anchorage area, from MP 17.0 to MP 21.67, 7 feet of burial bel'ow the sediment is required. Mainline installation would be expected to displace approximately 145,700 cubic yards over 53 acres between MP 17.0 and MP 20.1 where 7 feet of burial is required. The remaining installation is expected to displace approximately 363,100 cubic yards over 166 acres.

Utility Crossings

For utility crossings, the use of a mud pump and jetting techniques would be used. Utility crossings would be expected to displace approximately 15,600 cubic yards over 2.6 acres between MP 3.09 and MP 21.42. For the utility crossing for the Neptune Regional Transmission System Power Cable (Neptune Cable) burial, a 4-foot depth for the proposed Mainline may not be possible. In such cases, concrete matting and sand bags would be used. All concrete matting would be buried to a 3-foot depth along the outside edge to mitigate the hazard of anchor strikes or snags from ocean shipping or due to snagging of bottom fishing trawling gear.

Mitigation Statement

The applicant has stated that they have avoided, minimized and mitigated for impacts proposed to the maximum extent practicable by: selection of proposed port site and pipeline route to avoid sensitive biological areas and cultural resources; proposed use of dynamically-positioned vessels to avoid anchor sweep disturbances; and use of backfill plow to backfill the plowed trench with a single pass.

Stated Purpose

The stated purpose of this project is to increase gas market reliability by providing delivery of additional supplies of natural gas to the downstate New York and Long Island market during periods of peak demand.

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LIST

DRAWING NO. 1 OF 31 ACOE-INDEX 2 OF 31 ACOE-GA-001 3 OF 31 ACOE-GA-001 N 4 OF 31 ACOE-GA-002A 5 OF 31 ACOE-GA-002B 6 OF 31 ACOE -GA-003 7 OF 31 ACOE -GA-004 8 OF 31 ACOE-GA-005 9 OF 31 ACOE -GA-006

10 OF 31 ACOE -GA-007 11 OF 31 ACOE -GA-008 12 OF 31 ACOE-AP-ML001 13 OF 31 ACOE -AP-ML002 14 OF 31 ACOE -AP-ML003 15 OF 31 ACOE -AP-ML004 16 OF 31 ACOE -AP-ML005 17 OF 31 ACOE-AP-ML006 18 OF 31 ACOE-AP-ML007 19 OF 31 ACOE -AP-ML008 20 OF 31 ACOE-AP-LL001 21 OF 31 ACOE -AP-LL002 22 OF 31 ACOE-IN-001 23 OF 31 ACOE-IN-002A 24 OF 31 ACOE -IN -002B 25 OF 31 ACOE -IN-003 26 OF 31 ACOE -IN-004 27 OF 31 ACOE-PF-001A 28 OF 31 ACOE-PF-001B 29 OF 31 ACOE -PF -002A 30 OF 31 ACOE-PF-002B 31 OF 31 ACOE-SK-001

OF DRAWINGS PORT AMBROSE PROJECT

TITLE REVISION DRAWING INDEX F

AREA MAP E AREA MAP (NOAA CHART) E

MAINLINE TO LATERALS TO STL BUOY LAYOUT D STL BUOY PROFILE D STL BUOY LAYOUT B

FLEXIBLE RISER LAYOUT B STL BUOY MOORING LAYOUT B

STL BUOY DETAILS B STL BUOY DETAILS B

PLEM DETAILS B ALIGNMENT & PROFILE (MAINLINE) c ALIGNMENT & PROFILE (MAINLINE) c ALIGNMENT & PROFILE (MAINLINE) c ALIGNMENT & PROFILE (MAINLINE) c ALIGNMENT & PROFILE (MAINLINE) c ALIGNMENT & PROFILE (MAINLINE) E ALIGNMENT & PROFILE (MAINLINE) E ALIGNMENT & PROFILE (MAINLINE) E

ALIGNMENT & PROFILE (26" LATERAL 1) c ALIGNMENT & PROFILE (26" LATERAL 2) c

TYPICAL UTILITY CROSSING c NEPTUNE CROSSING SHT 1 OF 2 c NEPTUNE CROSSING SHT 2 OF 2 c

TYPICAL PLOWED TRENCH c PLOWED/JETIED TRENCH B

COLLOCATED "y" ASSEMBLY c COLLOCATED 'Y" ASSEMBLY ELEVATION c

SUBSEA TIE-IN ASSEMBLY D SUBSEA TIE-IN ASSEMBLY SECTIONS c

SYSTEM SCHEMATIC c

LEGEND

bRs\

NOTES

F DRAWING UPDATE REISS-IJEin'"ORPERMIT E MODIFIED DRAWING LIST RENUMBERED SHEET /ISSUED FOR PERMIT D ISSUED FOR PERMIT C ISSUED FOR PERMIT B I FOR CLIENT REVIEW A I FOR CLIENT REVIEW

1Cl=27-=T4,R.P.G. 9-18-14 R.P.G. 5-16-14,R.P.G. 3-21-14 R.P.G. 2-10-14 IR.P.G. 1-31-14 IR.P.G.

NO. REVISION I DATE IAPPR

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Project Consulting Services Engineering, P.C. 2110 pOWERS FERRY ROAD, STI. 2~

AT'LANTA, GA 30338 (7?0) 818-1020 Fax (770) 818-1025

www.projcctcouultifta.com. I NIW YORK COA: 0008387 I ~ LIBERTY NATURAL GAS, LLC

NEW YORK BIGHT DRAWING INDEX

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~------------------,-------------------~N DRAWN BY: G.J.D. APPROVED BY: R.P.G.

SCALE: AS NOTED PROJ. ENGR.: R.P.G. •·· DATE: 1-20-14 PROJ. MGR.: T.O. .... CHECKED BY: J.H.E. SHEET: 1 OF 31 I~

DWG. NO. ACOE -INDEX I RF-1~

STATEN ISLAND

6~53

0 0 0 + '?

LEGEND

- OCS BLOCK NUMBER

- MILE POST REFERENCE (STATUTE MILES)

- STATIONING ALONG CENTERLINE

PROPOSED ROUTE CENTERLINE

- EXISTING OR CHARTED UTILITIES

- PRECAUTION/FAIRWAY AREA

I I I I I I

\ \

6590 6551

6640 6601 I

I I

I

/ /

)

,, I', ~55i 1\ I I, 1 I ' I I '

I I

~553 I I

' ' ,I ' ' ' 6602

;. 1', \ 650~ I ', I ' I

\ ...... \ --I I ', ', I . f "~ ---

' 6650 6651 I I I ' ',

6652 6653 /(, 66~~... ', 6655 I / ' '

\ --' " ' ' ~ ' -', ', ',

/X, ',, "\-... ............................. . . \ .....................

.. ' ', ~ ',, I ' ~1' I

' I

-----b55-l-_

PORT AMBROSE 26" PROPOSED MAINLINE TOTAL LENGTH = 114,415.07'

21.67 STATUTE MILES

-, 6~08 ----,---

\ \

\

--~\:.:.-:..--. 66S6 -r'-.6li5~

\ \

\ \

I I \ I

I

' ' \ ' ' \

MAP INDEX

6559

6609

6659

I

-,1_656D--, I ' \ --4;-----

\

\ \ \

661 d, \

------~\

6660

--------

656

661

666

6710 -1"'~.,... I ~::... ..... ...... ........... , \ I ' --..DIQ.Lrt r~ F02 \ 6703, '<:-:()704 ', ~705 6~',1 6707 ,,

'I II I I I ' .............. s, ..... , ..................... _

6740 --671

6750

II ' ,, ,, 'I. I I II ' ',;- 1', t--, ......... I '

6751/!

I ' ' I ' ' I I '

,, I I I 6753 ' ' I ' ' I I \;?54 ',~'&755\ ''§.Z56 :6752 I ' \ ', \ ' I I I ' I I I ' I ' ' I I ' \ ~~ ' I I I ' NOTES

1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.

I I

2. THE USCG PROVIDED COORDINATES FOR THE GENERAL ANCHORAGE AREA SOUTH OF LONG BRANCH, LONG ISLAND ARE: 40-32-37.6N, 073-49-43.3W; 40-29-17.2N, 073-49-44.4W; 40-29-09.6N, 073-39-52.9W; AND 40-32-18.2N, 073-39-55.4W (J. YUNKER EMAIL DATED 2/20/12).

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PORT Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROA.D, STE. 225 ATlANTA. GA. 30339

(??0) 618-1020 Fax (??0) 616-1025 www.projectconsultin&.corn

676

I NEW YORK COA: OOOQ397 I ~

t~?S:\J - GENERAL ANCHORAGE AREA - LONG BRANCH, LONG ISLAND 25,000' 0 50,000'

LIBERTY NATURAL GAS, LLC NEW YORK BIGHT

AREA MAP ~ -12,500' 25,000' DRAWN BY: E APPROVED BY: R.P.G.

0 N

SCALE IN FEET "' E RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 R.P.G. SCALE: AS NOTED PROJ. ENGR.: R.P.G. ;2= D ADDED GENERAL ANCHORAGE ISSUED FOR PERMIT 5 16 14 R.P.G. DATE: 1 21 14 PROJ. MGR.: T.O. _,. C ISSUED FOR PERMIT 3 21 14 R.P .G. -B FOR CLIENT REVIEW 2-10-14 R.P.G. CHECKED BY: J.H.E. SHEET: 2 OF 31 ~

A FOR CLIENT REVIEW 1 31-14 R.P.G. COE GA 00 IREV. 'I' NO. REVISION DATE ~PPR. DWG. NO. A 1 E 8

NA~-0-W\2-011~~ ~ \\f\

LIST

DRAWING NO.

1 OF 31 ACOE-INDEX

2 OF 31 ACOE-GA-001

3 OF 31 ACOE -GA-001 N

4 OF 31 ACOE -GA-002A

5 OF 31 ACOE -GA-002B

6 OF 31 ACOE -GA-003 7 OF 31 ACOE-GA-004

8 OF 31 ACOE -GA-005

9 OF 31 ACOE-GA-006

10 OF 31 ACOE-GA-007

11 OF 31 ACOE -GA-008

12 OF 31 ACOE-AP-ML001 13 OF 31 ACOE -AP-ML002

14 OF 31 ACOE -AP-ML003

15 OF 31 ACOE-AP-ML004

16 OF 31 ACOE -AP-ML005 17 OF 31 ACOE -AP-ML006

18 OF 31 ACOE -AP-ML007 19 OF 31 ACOE-AP-ML008

20 OF 31 ACOE-AP-LL001

21 OF 31 ACOE -AP-LL002

22 OF 31 ACOE -IN-00 1

23 OF 31 ACOE -IN-002A

24 OF 31 ACOE -IN-002B

25 OF 31 ACOE -IN-003 26 OF 31 ACOE-IN-004

27 OF 31 ACOE-PF-001A 28 OF 31 ACOE-PF-001B

29 OF 31 ACOE -PF -002A

30 OF 31 ACOE -PF -002B

31 OF 31 ACOE-SK-001

OF DRAWINGS PORT AMBROSE PROJECT

TITLE REVISION

DRAWING INDEX

AREA MAP AREA MAP (NOM CHART)

MAINLINE TO LATERALS TO STL BUOY LAYOUT

STL BUOY PROFILE

STL BUOY LAYOUT FLEXIBLE RISER LAYOUT

STL BUOY MOORING LAYOUT

STL BUOY DETAILS

STL BUOY DETAILS

PLEM DETAILS

ALIGNMENT & PROFILE (MAINLINE) ALIGNMENT & PROFILE (MAINLINE)




ALIGNMENT & PROFILE (26" LATERAL 1)


TYPICAL UTILITY CROSSING

NEPTUNE CROSSING SHT 1 OF 2


TYPICAL PLOWED TRENCH PLOWED/JETIED TRENCH

COLLOCATED "y" ASSEMBLY

COLLOCATED ''('' ASSEMBLY ELEVATION SUBSEA TIE-IN ASSEMBLY

SUBSEA TIE -IN ASSEMBLY SECTIONS

SYSTEM SCHEMATIC

LEGEND

E

E

E

D

D B

B

B B

B

B

c c c c c E

E E

c c c B

B

c B

c c D

c c

LOWER BAY BEACH----~

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NOTES PORT,\ Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD, STE. 22$ ATLANTA, GA 3033!ia

(770) 818-1020 Fax (770) 818-1025

I

www.projcctconaulU~.com

1

. • NEI' YORK COA: 0009397 • N

~------------------------------------------~~ LIBERTY NATURAL GAS, LLC

NEW YORK BIGHT DRAWING INDEX

r--------------.------------__, DRAWN BY: G.J.D. APPROVED BY: R.P.G.

0> 0

00 ~ 0 N

E MODIFIED DRAWING LIST RENUMBERED SHEET ISSUED FOR PERMIT g 18 14 R.P G. SCALE: AS NOTED PROJ. ENGR.: R.P.G. ;:!: 0 ISSUED FOR PERMIT 5 16 R p. "' C ISSUED FOR PERMIT 3_21 _~! .. G. DATE: 1-20-14 PROJ. MGR.:

8 I FOR CLIENT REVIEW I 2-10-14 CHECKED BY: J.H.E. I SHEET: A I FOR CLIENT REVIEW I 1-31-14

DWG. NO. ACOE -INDEX NO.I REVISION I DATE

N f\N -V0 \L.. -011 ~6- -E--H-f\

lOW..,. OF 3 1 ,b

REV. I E g;

0 - MILE POST REFERENCE (STATUTE MILES)

- PROPOSED ROUTE CENTERLINE

~~\] - GENERAL ANCHORAGE AREA - LONG BRANCH, LONG ISLAND


2. REFERENCE NOAA CHART 12326, APPROACHES TO NEW YORK, FIRE ISLAND LIGHT TO SEA GIRT, 50TH ED., MAY /06.

,;•,.,

PORT,, Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD, STE. 225 ATLANTA., GA. 30339

(170) 818-1020 Fox (170) 818-1025 W1nl',projcctconsultinl•com

NEW YORJC COA: 0009397

3. THE USCG PROVIDED COORDINATES FOR THE GENERAL ANCHORAGE AREA SOUTH OF LONG BRANCH, LONG ISLAND ARE: 40-32-37.6N, 073-49-43.3W; 40-29-17.2N, 073-49-44.4W; 40-29-09.6N, 073-39-52.9W; AND 40-32-18.2N, 073-39-55.4W (J. YUNKER EMAIL DATED 2/20/12). ~

~------------------------------------;~

25,000' 0

12,500' 25,000'

50,000' -LIBERTY NATURAL GAS, LLC

NEW YORK BIGHT AREA MAP (NOAA CHART) 00 ,....

0 N

SCALE IN FEET _ ........ -.. -·-·-· ...... _. -- - ...... ·-·

: SHEET ISSUED FOR PERMIT g 18 14 R.P.G. SCALE: AS NOTED PROJ. ENGR.: R.P.G. ~ •t~nAr Aldl"-rrr.nAI"'r 11.-.-, orr. r:-r.n nr-n•HT ~::: 1 ~ 1 A on,... ...... -.- ~ ~~ ~. ..._ ...... , • ,....,...., ..,... ...... 1..0 c lslJslJuLEo VFORL'PERMITVIIVIVO.VL IV..JVLU lVI>. r LI'\IYUI 3-21-~~ R:P:G: Ul-\lt.: I-Ll ~~I t'rtUtJ. MUrt.: I.U. ::

B FOR CLIENT REVIEW 2-10-14 R.P.G. CHECKED BY: J.H.E. I SHEET: 3 OF 31 oh A FOR CLIENT REVIEW 1 31 14 R.P.G. ACOE GA 001 N IREV. I

NO. REVISION DATE APPR. DWG. NO. - - E ~

\JP\\J ~2-012--01\::,~-tr

. "'-l>o~ ~ .2e ••

_;1.· o_S'<"o

·-

~/.~.q,<"

~

BUOY #1 X; y; LAT; LONG;

 -5-

• 6753

790,659.80' 544,559.73'

40' 1 9' 24.61" 73" 25' 45.33"

BLOCK 6708 BLOCK 6758

LEGEND


- HYDROGRAPHIC CONTOURS ARE SHOWN AT 5 FT INTERVALS AND ARE REFERENCED TO MLLW


STL BUOY MOORING LEG


- OCS BLOCK NUMBER

BEGIN PROPOSED PIPELINES @ COLLOCATED ''y" ASSEMBLY STA. 0+00 X; 789,398.36'

549,747.11' 40" 20' 16.02" 73" 26' 00.81"

Y= LAT; LONG;

PROPOSED

"'

BUOY MOORING ARRAY DIAMETER IS ~6,277 FEET

"' "' ~-"' "' "' "' "'

~::::~p~~•c••'"'t..-.~~~· NeN-JEf$6- .

Xean!lbuTg

:::;:····"'"~ ~ \ .;,R•~l!ank

MAP INDEX

"'

'Co

BLOCK 6709

BLOCK 6759

NOTES

799,386.77' 549, 185.15'

40' 20' 09.26" 73" 23' 51.92"


2. CONTOURS AND PROFILE BASED UPON MLLW.

3. SEE DRAWINGS ACOE-AP-LL001 AND ACOE-AP-LL002 FOR LATERAL DETAILS.

4. SEE DRAWINGS ACOE-AP-ML001 THROUGH ACOE-AP-ML008 FOR MAINLINE DETAILS

D c B A

3,000'

~ 1,500'

0

3,000' SCALE IN FEET

DRAWING TITLE CHANGE/RENUMBER SHEET /ISSUED FOR PERMIT ADDED DIMENSIONS/ISSUED FOR PERMIT ISSUED FOR PERMIT FOR CLIENT REVIEW

6,000'

9-18-14 5-16-14 3-21-14 1-31-14

R.P.G. RPG RPG RPG

"' "' "' \..:

"' '


2110 POWERS FERRY ROAD, STE. 225 ATLANTA, GA. 30339

(710) 018·1020 Pox (770) 810-1025

I .....,,projecl.eonaulUn&.com I .

NEW YORK COA: 0008397 ~


NEW YORK BIGHT MAINLINE TO LATERALS TO STL BUOY LAYOUT 18

N

DRAWN BY: G.J.D. APPROVED BY: R.P.G.

SCALE: AS NOTED. PROJ. ENGR.: R.P.G. <{) ..,. cO

DATE: 1-20-14 PROJ. MGR.: T.O. ..,. CHECKED BY: J.H.E. SHEET: 4 OF

REV. ')' NO. REVISION DATE PPR. DWG. NO. ACOE-GA-002A ~~ 0 ~

IVAN -2-0\2-01\ ~8--8tA

SHIP

MOORING LINE

ENGAGED POSITION 26"

PLEM

1

26" PROPOSED LATERAL

14" I.D. FLEXIBLE RISER RESTING POSITION

-650' PLEM I 35• I PLEM (35'L x 35'Wf

BUOY ARRANGEMENT PROFILE PIPELINE END MANIFOLD (PLEM) PROFILE SCAlE: N.T.S. SCAlE: N.T.S.

'~"'="~

lk SEAFLOOR

~Y»Y;»7 SEAFLOOR

~Y»"J~j

.

DISCONNECTED SCAlE: N.T.S.

LEGEND

CONNECTED SCAlE: N.T.S.

NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE

SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.

2. REFER TO APL DRAWINGS, 1548-APL-W-XD-MG-0001, MOORING ARRANGEMENT, REV. 1, DATED 5-2-09 AND 1548-APL-U-XD-RG-0001, STL RISER SYSTEM, REV. 1, DATED 3-9-08.

PORT~

Project Consulting Services Engineering, P.C. :ZIIO POWIRS l'lllllY IIOAD, STE. Ull

ATLANTA. GA :10331 (TIO) 818-IO:ZO Pox (TIO) 118-IGe

•-.pnjecl.collalUq.c.n NBWYOIUtCOkooot3tl? N

~

r-------------------------------------;~ LIBERTY NATURAL GAS, LLC

NEW YORK BIGHT STL BUOY PROFILE

m 0

=O~RA~W~N~B~Y~:--~G~.J~·=D~·---+~AP~PR~O=V~E~O~BY~:~R~.~P.~G~·--;m SCALE: AS NOTED PROJ. ENGR.: R.P.G. ~

n oc-~t.unror:-o c-uC'CT IC"C"IICn C't"\O ncoutT 9-18 14 R.P.G. DATE: 1 21 14 PROJ. MGR.: T.O. : 5 16 14 R.P.G. -

SHEET: c:b ,... ruf\ I...UC.I'H "-t..vu:.n REVISION ~

-1,0~ c~o~, 04-G'

<;> Gf,. oo0

NO. 8

NO. 1

NO. 2 ~DETAIL 1 ,Y (THIS DWG.)

4-LIFT POINTS~

ANCHOR PAD-EYE\

24" BUTTERFLY VALVE

4" BUTTERFLY VALVE

PLAN

24" BUTTERFLY VALVE

6" SUCTION PUMP NOZZLE

6" SUCTION PUMP NOZZLE

NO. 7 j )K~k: I ~ NO. 3 STEEL CAISSON 50mm

2

LIFT POINT\

~~oir' ~P~ol "' T0'5""' \ . =~ . . I "'""

NO. 6

NO. 5

6277.00

[1913m]

~ ""I NO. 4

E' 0 0

d.

26.25 1

[8.0Dm]

ELEVATION

~Y)>'Y)>'>

~ "'IE u: 0 '¢ Lt1 O"l 0 f"') 0 ...., I E ~ 0

N 5 ~

TYPICAL BUOY LAYOUT DETAIL DETAIL 1 SUCTION PILE SCALE: 1 "= 2000'

LEGEND

SCALE: 1"= 30'




3. SEE DRAWINGS ACOE-AP-ML001 THROUGH ACOE-AP-MLODB FOR MAINLINE DETAILS

PORT~

Project Consulting Services Engineering, P.C. 2110 POWERS FERRY ROAD, STE. 225

ATLANTA, GA 30339 (??0) 018-1020 Fax (??0) 818-1025

I www.project.consultin([.eom I .

NEW YORX COA: Oom~3U7 ~


NEW YORK BIGHT STL BUOY LAYOUT

DRAWN BY: G.J.O. APPROVED BY: R.P.G.

Ol 0

00 r--0 <'J

... SCALE: AS NOTED PROJ. ENGR.: R.P.G. :1'j DATE: 9 3 14 PROJ. MGR.: T.O. :;:

B ISSUED FOR PERMIT 9 17 14 R.P.G. CHECKED BY: R.P.G. SHEET: 6 OF 31 ~ A FOR CLIENT REVIEW 9 3 14 R.P.G. I REV. <;'

NO. REVISION DATE ~PPR. DWG. NO. ACOE -'-GA-003 B ~ 1\.) A-\J --z_.,o \2 -0 II ~-& \-h4

-

WATER DEPTH -30m

-

DETAIL 3 L (SEE DWG. ACOE-GA-008) -- - ...........

/ " I

'-v /(~ /(~/

__ / " ''-.."< ''-.."<<' ---

32.81' l10.00mj v

PIPELINE

LEGEND

DETAIL 2A AND 2B I (SEE DWGS. ACOE-GA-006 "'""'L'"'_"_,, "'"'mr'~ -------BOUYANCY MODULES~ _._

/ ......_ /

/ " I ' \ ~ 14" DIA. FLEXIBLE RISEY • • ~ ( ANCHOR CHAIN ];; ~

«'ll ·N J (TYP.) ~ f=;

SEABED ~Ill. [J [J ~I /(~ /(~ / ~ /(:f /'-, F. I ::-~ / " '<< ''-.."<<' :'< ''-.."<<' '- ' ......_ -- -I. / - --- LANDING PAD

' I

646.32' i [197.00m]

SECTION A-A (SEE DWG. ACOE-GA-003)

SCALE: 1 "= 60'

NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE PORT~- ~.

SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET. . ..

2. SEE DRAWINGS ACOE-AP-LL001 AND ACOE-AP-LL002 FOR LATERAL DETAILS. Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD, STE. 22$ ATLANTA, GA 30339

(770} 616-1020 Fax (770) 818-1025 www.projectcon•ulUne.com

NEW YORIC COA: 0009307


STL FLEXIBLE RISER LAYOUT

DRAWN BY: M.F.Z. APPROVED BY: R.P.G.

SCALE: AS NOTED PROJ. ENGR.: R.P.G.

DATE: 9 03 14 PROJ. MGR.: T.O.

B ISSUED FOR PERMIT 9-18-14 R.P.G. CHECKED BY: R.P.G. SHEET: 7 OF 31 A FOR CLIENT REVIEW 9 03 14 R.P.G.

ACOE-GA-004 REV.

NO. REVISION __ DATE ~PPR. DWG. NO. 8 ---

1\JAt\.l <~£l!2..- -01 ~-E:ttvl

N ...: :::;:

co .... 0 N

~ .n ... I

on N I

"' 0

~

WATER DEPTH ~30m

SEE DETAIL 2A AND 2B

~(SEE DWGS. ACOE-GA-D06

I 14" DIA. AND ACOE-GA-007 RESPECTIVELY) FLEXIBLE RISER 124mm R4 . 124mm R4 - - - STUDLESS CHAIN STUDLESS CHAIN

/ '\ TRIANGULAR TRIANGULAR ,/ CONNECTION 1 08mm SPIRAL CONNECTION

PLATE STRAND WIRE PLATE"'-.

I

i I

SUCTION PILE (SEE DWG. ACOE -GA-003 DETAIL 1)

SEABED

~y))_"f))_')

I I 13.12 67.26 I 95.14 H 2620.39 I vA 328.08 14.67

[4.00m] [20.50m] [29.00m] [798.70m] [100.00m] [4.47m]

LEGEND

3138.50

[956.62m]

SECTION B-B (SEE DWG. ACOE -GA-003)

SCALE: 1'' = 80'


SYSTEM, ZONE 290D, NORTH AMERICAN DATUM 1983, U.S. FEET.

2. BASED UPON MLLW WATER DEPTH.

PORT~:


ATLANTA, GA 30339 (770) 618-1020 Fax (770) 618-1025

I www.projeclcon•ultine.com I .

NEW YORIC COA: oomt307 £"-..!

r--------------------------------------------;~


STL BUOY MOORING LAYOUT


"' 0

SCALE: AS NOTED PROJ. ENGR.: R.P.G. ~ DATE: 9 3 14 PROJ. MGR.: T.O. ::;:

B ISSUED FOR PERMIT 9 18 14 R.P.G. CHECKED BY: R.P.G. SHEET: 8 OF 31 ~ A FOR CLIENT REVIEW 9 3 14 R.P.G. I REV N

NO. REVISION DATE !APPR. DWG. NO. AC 0 E-GA 0 0 5 B. ~

1\)f-1\\J~ 2--012-0 11~~-E ~

""IE' .,., 00 N ": .:::.

"'I~ ..;-<!)

~u-1

14" DIA. SEABED FLEXIBLE RISER I v»»»>

L

LEGEND

I_ _I

~---1

22.97

[7.00m]

8.82

[2.69m]

I

I _j

'-LANDING PAD (OUTLINE)

ANCHOR NO. 2 ----/.

"'"" I/ \ NO. 1 I

14"DIA '-........_ ~ FLEXIBLE RISER ' ..............__

TETHER HOLD BACK

, /LANDING PAD "'( (OUTLINE)

\ ANCHOR

.~\N0.4

' \

I -~~ANCHOR

NO. 5

\ /1 /

ANCHOR ---.... _ ------ ANCHOR NO. 7 NO. 6

ELEVATION VIEW PLAN VIEW

DETAIL 2A STL BUOY (SEE DWG. ACOE -GA-004)

SCALE: 1"= 20'




3. SEE DRAWINGS ACOE -AP-LLOO 1 AND ACOE -AP-LL002 FOR LATERAL DETAILS.

PORT-Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD, STE. 225 ATLANTA. GA 30339

4. SEE DRAWINGS ACOE-AP-ML001 THROUGH ACOE-AP-ML008 FOR MAINLINE DETAILS., (770) 818-10.20 Fox (770) 818-1025

I -.projectconaulUna:.com I .

NEW YORIC COA: 000839? ~


NEW YORK BIGHT STL BUOY DETAILS


~

00 ..... 0

"' ...

SCALE: AS NOTED PROJ. ENGR.: R.P.G. :})

DATE: 9 4 14 PROJ. MGR.: T.O. :::

B ISSUED FOR PERMIT 9 18 14 R.P.G. CHECKED BY: R.P.G. SHEET: 9 OF .31 J: A FOR CLIENT REVIEW 9 4 14 R.P.G. IREV 'I'

NO. REVISION DATE IAPPR. OWG. NO. ACOE -GA-006 B. g;

NAN -w 12 -011~6 -E:+tfr

"' ""' 0

NIE N 0 r-: ~ ~

LEGEND

t-~ '~"" I '((OUTLINE)

L ___ j >------<.

SEABED

,Y».Y»'> 49.21 ~

LANDING PAD [15.00m] GRAVITY BASE

ELEVATION VIEW PLAN VIEW

STL BUOY (OUTLINE)

FENDER ELEMENT

DETAIL 2B STL BUOY LANDING PAD (SEE DWG. ACOE -GA-004)

SCALE: 1 "= 20'





4. SEE DRAWINGS ACOE-AP-ML001 THROUGH ACOE-AP-Ml008 FOR MAINLINE DETAILS

PORT·. Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD, STE. 225 ATLANTA, CA. 30339

(770) 818-1020 Pax (770) 1118-10~

I www.projeclconaultinl.com I .

NEW YORX COA: 0009397 f"!


NEW YORK BIGHT STL BUOY DETAILS


) PROJ. ENGR.: R.P.G. ........... .--- ~ .. PROJ. MGR.: T.O .

SHEET: 10 OF 31

co 0

co ,.... ~

NO.I REVISION I DATE IAPPR.I DWG. NO. AC u t-GA-0 0 7 I B I g)

NRl\.1 -2-0 I l.. -0\ I :xs-~f}fr

..--

n E' ,_.; ~

~ ~ - An

TO P /L --t--i7111 -IHt-Ll lilt ~ - - - -

~ 0.5

ELEVATION

LEGEND

I 32.81

I [10.00m]

Bin r±::Jl~ ~IH+Hfl-_:i 1--~

- - I - -<Xl

E 0

"' - ~ E' ----- a) 0

<'i 0 SEABED "' a

~ :)y)>_')>)>/ i TO BUOY

14" DIA. FLEXIBLE RISER

PLAN

DETAIL 3 - PLEM (SEE DWG. ACOE-GA-004)

SCALE: 1 "= 20'

NOTES

PORT ..

1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE •. SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.


3. SEE DRAWINGS ACOE-AP-LL001 AND ACOE-AP-LL002 FOR LATERAL DETAILS. Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD, STE. 225 ATLANTA, GA 30339

(??0) G18-1020 Fax (??0) Blll-1025 www.project.con•ulUn&.eom

NEW YORK COA: 0009397


PLEM DETAILS



DATE: 9-4 14 PROJ. MGR.: T.D.

B ISSUED FOR PERMIT 9 18 14 R.P.G. CHECKED BY: R.P.G. SHEET: 11 OF 31 A FOR CLIENT REVIEW 9 4 14 R.P.G.

ACOE -GA--008 IRE{ NO. REVISION DATE !APPR. DWG. NO.

Nf1\\l-t.VI 2 -<01 I ~f;:-E:-tffi

N c.: :>i

"' 0

00 ,.... 0 N

00 U)

.ti

..,_

I

"' N I

()) 0

"

BEGIN PROPOSED PIPELINE 0 I PORT AMBROSE @ COLLOCATED "y" ASSEMBLY

N o 26" PROPOSED MAINLINE STA. 0+00 0 + I TOTAL LENGTH = 114 415 07' X=

789•398

·36

' 0 0 ' ' Y= 549 747 11' ....:I l() I 21.67 STATUTE MILES LAT. 40' 20.' 16 .. 02" I

t;27

...... ,p> .o.,>,~'fO~--~ -I BLOCK 6658 LONG. 73' 26' 00.81" I 0

I . o 0..< g g g g +r 1 ~ I ~ - I I I . +O ~

~~~J$~ ~~ ti•·-~,

NB'jo

··-···· -./ ~ ~ <

~ ' . 0 ~ 15,000 < ,uz ~

-~~~ ~z!'!l E-<UI o o o 1::-;:: ::t E-< 0 0 0 '-' r.n<l 6 6 I I~ ~ 0 ~ ~

MAP INDEX

BLOCK 6708 BLOCKLINE CROSSING STA. 114+0 1.98 X= 781,115.47' Y= 557,582.85' LAT. 40' 21' 34.42" LONG. 73' 27' 46.58"

0 ,25 ----------------------------------~~o=o~·o=o ________________________________ ~s~o·~o~o __________________________________ __ 0

-20 + 0 l()

-40 z~ - l~ • -o

~ ~i ............ ~ ~ ::: ::::::::: : ~ ~ ;::::::::==- =

-60

-80

~ 0->~\. v,:-.,.' < ....::1 d/,Y/;-./ E-< -100

::t 00 -120

u ~ ~ -160

0 -s-

0 0 + 0

LEGEND






- - - PRECAUTION/FAIRWAY AREA

---- - STATE/FEDERAL BOUNDARY

V 7 7 I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW

156666<1 - SUPPLEMENTAL LOWERING METHOD




100'

50'

2,000'

0

100' SCALE IN FEET (VERTICAL)

0

200' • 4,000'

iiiiiil

-140

-160


2110 POWERS FERRY ROAD, STE. 225 ATLANTA, CA 3033D

(770) 518-1020 Fax (770) IUB-102~

I

WW'W',projeclconaulUna.com

1

. NEW YORK COA.: 0009397 ~

~------------------------------------------~~ LIBERTY NATURAL GAS, LLC I~

NEW YORK BIGHT ALIGNMENT & PROFILE (MAINLINE) I~

1,000 2,000 DRAWN BY: G.J.D. APPROVED BY: R.P.G. 5753 - OCS BLOCK NUMBER SCALE IN FEET (HORIZONTAL) N

SCALE: AS NOTED PROJ. ENGR.: R.P.G. '!1 r-.

C RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 R.P.G. DATE: 1

ZO 14

PROJ. MGR.: T.O. ;:: B ISSUED FOR PERMIT 5 16 14 R.P.G. CHECKED BY: J.H.E. SHEET: 12 OF 31 J, A FOR CLIENT REVIEW 1 31 14 R.P .G. I REV 'I'

No. REVISION DATE ~PR. DwG. No. ACOE AP ML001 c· 1!i

N~W- 20\2- --ot \ :,~-E Hrr

PORT AMBROSE 26" PROPOSED MAINLINE TOTAL LENGTH = 114,415.07' = 21.67 STATUTE MILES

/ /

"' 0 4 / 0 ' ;:i!i ...-! tKoon!lburg ~-00 en m I ~

I (IJ I 0 I / I I . ::~_."·~.,,The,·,.___ PORT Aloj8ROSE

"' I p_, ....,. '•· ·<

-~~ / 17 ~ ''· < ~ ')Rod!!'onk 8 ~ I , ', I C/) ~ 9 <- ~

.....4 w cf3/ o~~f' I ::t:: I / / I U z ry "'lfk" ~ U I """-.r;:r BLOCK 6657 '' I < - MAP INDEX ::t::E-< "' 0 '-"'/ 0 .....4 rn £~\c/ ~ I L ::C: :::S 0 -<._~r/ 0 c:-U

~ 'i-.'S<' i'l SURVEYED LOCATION ::t:: E-< '1'-~-j..C~ ~-', FAIRWAY CROSSING OF ASSUMED UTILITY ID 3A I C/) :::;;

0 o-,o

+ 0 0 C':l

~ r:f)

>:o:l z ::s ::c: u E-<

-1SO.J~

<3> -s-

0 0 + '?

LEGEND





----- - EXISTING OR CHARTED UTILITIES


0 ~/ ', STA. 214+73.81 STA. 163+32.74 I """ "' . . s'<- / X; 773,798.86 X; 777,533.56 ""0 / y; 564,504.48' y; 560,971.40' ~ 'i'-~<0 LAT. 40" 22' 43.65" LAT. 40" 22' 08.31"

7 LONG. 73" 29' 20.06" LONG. 73" 28' 32.34"

250+00 200+00




-160


2110 POWERS FERRY ROAD. STE. 225 ATLANTA. GA 30339

(770) 818-1020 Fax (770) 818-1025

200' 100' 0 I

...,.projectcon.uttln&.com

1

. NEW YORK COA: 0009397 f"!

~------------------------------------------~~ liiil

50' LIBERTY NATURAL GAS, LLC

NEW YORK BIGHT ---- - STATE/FEDERAL BOUNDARY


t)6666(1 - SUPPLEMENTAL LOWERING METHOD

2,000'


0 4,000'

~ ALIGNMENT & PROFILE (MAINLINE) 8

N

6753 - OCS BLOCK NUMBER I ,uuu L,UUU DRAWN BY: G.J.D. APPROVED BY: R.P.G.

SCALE IN FEET (HORIZONTAL) "' SCALE: AS NOTED PROJ. ENGR.: R.P.G. '!:

r-..

C RENUMBER SHEET/ISSUED FOR PERMIT 9 18 14 R.P.G. DATE: 1 2D 14 PROJ. MGR.: T.O. ;'!: B ISSUED FOR PERMIT 5-16-14 R.P.G. CHECKED BY: J.H.E. SHEET: 13 OF 31 J, A FOR CLIENT REVIEW 1 31 14 R.P.G. ,I REV ';'

1 I No. REVISION DATE ~PPR. DwG. No. ACOE -AP-ML0021 c· g)

N~N -]D\2,-() \\)&--E--ttA

.;y-'2>-<v ' BLOCKLINE CROSSING o I "'-0,c, ~ / PORT AMBROSE STA. 344+59.82

-.::~< 0 o0"-'.J>"- / 26" PROPOSED MAINLINE X= 764,365.26: 0 + I 0'<' '\'<' / 4 415 07' Y= 573,428.81 1 0 0 '?-~0 / TOTAL LENGTH = 11 ' • LAT. 40' 24' 12.88" I - •aun·•~n<> ,

...:l lD I :<-_V(j~ ~ = 21.67 STATUTE ·MILES LONG. 73' 31' 20.68" I g ~ ·R>l ............. ~ :::E -.::!" 1 -r / o o )l'C.\._'~9.:_,.., I . "' ...:l 0 ,.t\NJEI'O"'~

0., < y :::E C"j Kow!lburg / <E---1 II ~ I Cl:l1 ~~o..< ~ ~ 15,000' // < ~ uz I --' - N 46' .35' 20" W 0 ~ ...... ...:l ~~ 0 ~

~ G: ~/ : ~ 5r"'"""'o MAP INDEx I ::c: E-< I I -r:n< -~

::iE SURVEYED LOCATION ~ ~ OF ASSUMED UTILITY 10 3B 1 C/} < STA. 319+59.40 ::iE X= 766,181.68' Y= 571,71 0.46' LAT. 40' 23' 55.70" LONG. 73' 30' 57.45"

BLOCKLINE CROSSING STA. 370+80.36 X= 762,461.59' I /BLOCK 6656 Y= 575,229.72' LAT. 40' 24' 30.88" LONG. 73' 31' 45.03"

o,2; ===========================:::::;;~======~--------------------~~~-------------------------------400+00 350+00

+ 0 lD -.::!"

~ ========================================================~============~~~~==============~======= J;:::l

z -...:l ..... .

-160

:J:: u E< ::::s

<3> LEGEND


- HYDROGRAPHIC CONTOURS ARE - 5 - SHOWN AT 5 FT INTERVALS

0 0 + 9

AND ARE REFERENCED TO MLLW


PROPOSED ROUTE CENTERLINE




100' 0 200'

-160

PORTh Project Consulting Services Engineering, P.C.

2110 POWERS FBRRY ROAD. STE. 22:5 ATLANTA. GA 30339

(710} 518-1020 Fax (770} 518-102~

I www.projcct.consulUnc.com. I .

NEW YORK COA: 0009397 "! r-------------------------------------------~~

LIBERTY NATURAL GAS, LLC 1o ~ ----- - EXISTING OR CHARTED UTILITIES so· 1oo· - - - PRECAUTION/FAIRWAY AREA



t\6666?1 - SUPPLEMENTAL LOWERING METHOD

6753 - OCS BLOCK NUMBER

2.000'

~

SCALE IN FEET (VERTICAL)

0 4,000' NEW YORK BIGHT

ALIGNMENT & PROFILE (MAINLINE) ~ N

1,000' -- 2,000' ----- DRAWN BY: G.J.D. APPROVED BY: R.P.G. SCALE IN FEET (HORIZONTAL) "

SCALE: AS NOTED PRE>J. ENGR.: R.P.G. 'R "

C RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 R.P.G. DATE: 1 20 14

PROJ. MGR.: T.O. ;! 8 ISSUED FOR PERMIT 5-16-14 R.P.G. CHECKED BY: J.H.E. SHEET: 14 OF .31 J, A FOR CLIENT REVIEW 1 31 14 R.P.G. ·I REV ';'

No. REVISION DATE APPR. owG. No. ACOE -AP-ML0031 c· ~ NAW-W12. -o\1 ~~-E:-M

l / BLOCKLINE CROSSING X PORT AMBROSE . FAIRWAY CROSSING 0 // STA. 586+47.66 STA. 460+71.21

li.l 0+. / X= 746.794.17' 26" PROPOSED MAINLINE X= 755,930.25' 0 I Y= 590,051.34' _ ' Y= 581,408.47' I

/0 0 I LAT. 40" 26' 58.99" TOTAL LENGTH - 114,415.07 LAT. 40" 25' 32.64" I C'j 0 ::;;; g LONG. 73" 35' 05.57" = 21.67 STATUTE MILES LONG. 73" 33' 08.60" I 0 +~ .o('.l( . .,...,..... """ 0 0 1-i"EV''~.o--_,...~ I ...J li.l >!B'pEI'<lt' •.

p_. < BLOCK 6556 BLOCK 6606 0 ~ -.::1' a.:o~n•burg < E- / 1 p_. < ..... 8 ~ ,../ 15,000' 1 &:; ' < ~ :5 N 46" 35' 20" W ~<v ~ t:;z:J

:> ::I: ,...--> '~ >v~'-'/ I u z r·'y .,c_ I r ~ u o /,,G 1 < ~ MAP INDEx ....... <:_. "' "' 0 0 :<' / -

rn< "' 6 0 E-'/ l·x ~ BLOCK 6605 "' SURVEYED LOCATION :1\ ~..:::,Gf./ ::I: E-<

BLOCKLINE CROSSING OF ASSUMED UTILITY ID 2 --<:-~ I lf.J ;::;; STA. 575+17.8~ STA. 524+96.9~ '\0 / ' """ X= 747,614.89 X= 751,262.32 x_. Y= 589,274.93' Y= 585,824.40' o'?· / LAT. 40" 26' 51.23" LAT. 40" 26' 16. 76" ~<¢«' / LONG. 73" 34' 55.06" LONG. 73" 34' 08.35" \>'

0 550+00 500+00 0 o.,o ot + + 0 0 -20

-80

0 li.l ~ -.::1'

-100

-120

-160

LEGEND NOTES


1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET. PORT

2. CONTOURS AND PROFILE BASED UPON MLLW. <3> -5-

- HYDROGRAPHIC CONTOURS ARE SHOWN AT 5 FT INTERVALS


0 0 + 0








t'i6666i1 - SUPPLEMENTAL LOWERING METHOD


100'

~ 50'

2,000'

0


0

200'

4.000' -ATlANTA, GA. 30338

(770) 818-1020 Fax (770) 818-1025

I

www.projectcon•ult.ina.com

1

. NEW YORK COA: 0009397 "'!

~------------------------------------------~~ LIBERTY NATURAL GAS, LLC I~

NEW YORK BIGHT I ALIGNMENT & P~OFILE (MAINLINE) I~ 1 000' 2,000" I . SCALE IN FEET (HORIZONTAL) I I SCALE: AS NOTE[


l PROJ. ENGR.: R.P.G.

PROJ. MGR.: T.O. -4 4 IR.P.G.

.t.. SHEET: 15 OF 31

AcoE -AP-MLoo41 Rc. Nt\W -WI? -01 \3~ ~Et-tA

I

"'gl ' I 0 +I 0 0' I .--'<: I

0.. ::l I .....•....

0 l:>::l ' 15,000' ~ ~ uz IC/J < ::1 N 46' 35' 20" W .--.-- 1 l:>::l

• ::I:: I ,.._....__ ------ I 0 l:>::l E-< U I I .--.-- I U Zr'•f"'A" I ::t: E-< I g // ~ ~ lQ I < ::1 f MAP INDEX C/J < + ------ 0 I I ::t:

::21 I R // \2 ~ u ~------------~ / ::t: E-<.

I FAIRWAY CROSSING PORT AMBROSE FAIRWAY CROSSING I C/J < STA. 721 + 12.97 26" PROPOSED MAINLINE STA. 600+45.34 / ::21 X= 737,012.39' X= 745,778.84' I

I Y= 599,305.06' .-- TOTAL LENGTH = 114,415.07' Y= 591,011.87' LAT. 40' 28' 31.41" .-- - LAT. 40" 27' 08.59" LONG. 73" 37' 10.90" - 21.67 STATUTE MILES LONG. 73" 35' 18.57"

0 700+00 650+00 o-,o

+ 0 ID l'-

l:>::l z :::3 ::t: u E-

-160-' < ::21

0 LEGEND



0 0 + 0








156666?1 - SUPPLEMENTAL LOWERING METHOD




100' 0

~ 50' 100'

SCALE IN FEET (VERTICAL) 2,000' 0

................... I ,UUU 2,000'

zoo·

4,000' 1

-160


2110 POWERS FERRY ROAD, STE. 225 ATLANTA., GA. 3033g

(??0) 818-1020 Fax (?70) 818-1025

I www.projcctconaultinc.com I .

NEW YORK COA: 0009397 "! ~-------------------------------------------;~

LIBERTY NATURAL GAS, LLC Is> NEW YORK BIGHT I ALIGNMENT & P~OFILE (MAINLINE) I~

DRAWN BY: G.J.D. APPROVED BY: R.P.G. 6753 - OCS BLOCK NUMBER SCALE IN FEET (HORIZONTAL) "'

SCALE: AS NOTED PROJ. ENGR.: R.P.G. <?. co

C RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 R.P.G. DATE: 1 ZO 14 PROJ. MGR.: T.O. ~ B ISSUED FOR PERMIT 5-16-14 R.P.G. CHECKED BY: J.H.E. SHEET: 16 OF 31 J, A FOR CLIENT REVIEW I 31 14 R.P.G. ·I REV I

No. REVISioN DATE ~PR. DWG. No. ACOE -AP-ML0051 c· gj

N -2--0 12.- -011 :xs--E-rift

PORT AMBROSE 26" PROPOSED MAINLINE TOTAL LENGTH = 114,415.07' = 21.67 STATUTE MILES

~ ' ~ I I

BLOCKLINE CROSSING STA. 802+ 14.97 X; 731,126.75' y; 604,872.97' LAT. 40" 29' 27.00" LONG. 73' 38' 26.36"

BLOCK 6555

I

II~:; 00 ...:ltD ~~

I I . I p.. <t:

· 'zf_,~ JS.'-.:., , , ' ,z z' d ...,'.s' ¥/ z' I·Z ~ ~ ' e "-:zz- -- 2 2 2 - , 1 ~ I N ,. ·; (i!~:;,.,~ Y4 ,. / ,. ·fZJ· / ,. ·t= ,. ,. •' 4i*'W= - < r-' ( i ~ ~ ~[>,i!j/ 'llr!,Ao~-:-MA:-:-:::-P :::IN~DE::;-X---

1 C/) ~

"' "' I

0 0 + 0 t{) OCl

BLOCKUNE CROSSING STA. 805+ 76.20 X; 730,864.34' BLOCK 6554 y; 605, 121.22' LAT. 40' 29' 29.48" LONG. 73' 38' 29.72"

0 850+00 800+00 0,~---,----------------------------------------------------------------------------------~-------------------------------------------

+ ~

~ BEGINNING OF GENERAL '-'" ANCHORAGE AREA

:~f;~~~A~-~8~9~6+~1~9~.4~5~====~========~~~~~==========~~~~~~==~=========9F===================================~============~~= < ~ '). /, /,/

~ ~r~ z ;' '-' ...... 0 ~ ~ _1 ~ ::I:: "~·· ... (..)

~ ::::?1 -160

LEGEND


-s-0 0 + 9







V I I I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW

tX')666i1 - SUPPLEMENTAL LOWERING METHOD


~;;::.;'J - GENERAL ANCHORAGE AREA

-~~ "0 :> '-'

0 w ~ ~




100'

~

2,000'

50'

0


0

200'

4,000' -

0 160

PORT· Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD. STE. 225 ATlANTA, CA 3D33G

(770) 618-1020 Fax (770) 618-1025 www.projectconsultinc.com I NEW YORK COA: 0009397 I ~

LIBERTY NATURAL GAS, LLC 1:::

NEW YORK BIGHT ALIGNMENT & PROFILE (MAINLINE) 8

N

I ,uuu L,UUU DRAWN BY: G.J.O. APPROVED BY: R.P.G. SCALE IN FEET (HORIZONTAL) ro

E RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 R.P.G. SCALE: AS NOTED PROJ. ENGR.: R.P.G. :;j D ADDED GENERAL ANCHORAGE/ISSUED FOR PERMIT 5-16-14 R.P.G. DATE: 1 20 14 PROJ. MGR.: T.O. .,. C ISSUED FOR PERMIT 3 21 14 R.P.G. -8 FOR CLIENT REVIEW 2 10 14 R.P.G. CHECKED BY: J.H.E. SHEET: 17 OF 31 J, A FOR CLIENT REVIEW 1 31 14 R.P.G. ACOE AP ML006'1 REV. ~ I NO. REVISION DATE ~PPR. DWG. NO. - - ) I E gJ

N A-~-WI 2- -<Oil ~ ~ -e:tf1t-

c:l 0 0

BLOCKLINE CROSSING STA. 1 017+82.29 X= 715,459.32' Y= 619,694.61' LAT. 40" 31' 54.92" LONG. 73" 41' 47.39*" '""'"""- ... """ ...... '"'-

PORT AMBROSE 26" PROPOSED MAINLINE TOTAL LENGTH = 114,415.07'

21.67 STATUTE MILES ,ult'ls~ ,.....~~ ,.c .....

l"lV! '~?. -r::-- JEf<'<-'.

;:::,.~~:g ~ . -">Red :s.ank 9

Eatontown

MAP INDEX

25 1 000+00 950+00 0 o, + 0,-0

0 + ~ 0 0 0 ~ ~

C'! = ""'_;;;;; I = ·;>;';~:»;>;= - - C'! r:n "' r:n

~

""" 8 """ z t:; z - 0 -.....:l . . . . . . . . . . . • . :1i .....:l =: ... =: u u ~ ~

-160-' :;i :;i 1.. -160

0 LEGEND



0 0 + 0

v-//1






- STATE/FEDERAL BOUNDARY

- 75' WIDE IMPACT DUE TO LOWERING BY PLOW

SUPPLEMENTAL LOWERING METHOD


~;\\j - GENERAL ANCHORAGE AREA




100'

~

2,000'

50'

0


0

1 ,000' 2,000'

200'

4,000' -



(770) CUB-1020 Fax (770) 1516-1025 www.projeclcorwulUni.COm I NEW YORK COA: 0009397 I ~

LIBERTY NATURAL GAS, LLC 1:: NEW YORK BIGHT I ALIGNMENT & P~OFILE (MAINLINE) I~

DRAWN BY: G.J.D. APPROVED BY: R.P.G. SCALE IN FEET (HORIZONTAL)

l E RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 R.P.G. SCALE: AS NOTE[ PROJ. ENGR.: R.P.G.

0 ADDED GENERAL ANCHORAGE ISSUED FOR PERMIT 5 16-14 R.P.G. DATE: 1 20 1 4 PROJ. MGR.: T.O. C ISSUED FOR PERMIT 3 21 14 R.P.G. B FOR CLIENT REVIEW 2-10-14 R.P.G. CHECKED BY: J.H.E. ~ I SHEET: 18 OF 31

A FOR CLIENT REVIEW 1 31 14 R.P.G. ACOE AP ML007" REV.J'J NO. REVISION DATE APPR. DWG. NO. - - I E ~

N Pt\J-W\l -01/?S -f-th1-

" EOL AT TRANSCO PIPELINE STA. 1144+ 15.07 X= 705,874.69' Y= 627 ,916.68' LAT. 40" 33' 17.01" LONG. 73" 43' 50.59" '-.

I

i'-0

lD +I ""<:t<I

-..... ...: E-< Vl

I'z;:l z :::i ::c u E-<

-16Q.J <

0 -s-

0 0 + 0

LEGEND




- PROPOSED ROUTE CENTERLINE·




;:;;:


fX5666(1 - SUPPLEMENTAL LOWERING METHOD


~;::::::.;1 - GENERAL ANCHORAGE AREA - LONG BRANCH, LONG ISLAND

PORT AMBROSE CHARTED AND SURVEYED LOCATION OF UTILITY 10 5 (NEPTUNE HVOC) STA. X= Y=

26" PROPOSED MAINLINE TOTAL LENGTH = 114,415.07' = 21.67 STATUTE MILES

LAT. LONG.

0

"' y-=' ·~ CHARTED AND SURVtYtU LOCATION OF UTILITY ID 6 STA. 1130+93.76 X= 706,890.69' Y= 627,071.92' LAT. 40" 33' 08.58" LONG. 73" 43' 37.52"

0 0

1100+00

').)/)).~)"

:iS z"l; 0~ ,w . "' --!!i

•• . t-".

--- 9.415.o7'

N so· 15' zg" w

NOTES

END OF GENERAL ANCHORAGE AREA STA. 1060+01.7.3

~~~ "'u b w '"' ;.... ~



100'

~

2,000'

50'

0


0

200'

4,000' -

-160

~ ano --~~;'~"~--:;;-~---fte(rls..L '<,::,~T ~ R)( .,..

1'1'2-'~: ,.el·iJ K.ean9.burg . ~

MAP INDEX

PORT~ Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD. STE. 225 ATLANTA. GA. 30339

(??0) 618-1020 Fax (770) 618-1025 www.projectconsulUnc.com

NEW YORX COA: 0009397 I ~ LIBERTY NATURAL GAS, LLC 1::>

NEW YORK BIGHT ALIGNMENT & PROFILE (MAINLINE) ~

' N

1,uuu L,UUU DRAWN BY: G.J.O. APPROVED BY: R.P.G. I SCALE IN FEET (HORIZONTAL) .-,

E RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 R.P.G. SCALE: AS NOTED PROJ. ENGR.: R.P.G. ci; D ADDED GENERAL ANCHORAGE ISSUED FOR PERMIT 5 16 14 R.P.G. DATE: 1 20 14 PROJ. MGR.: T.O. .,_ C ISSUED FOR PERMIT 3 21 14 R.P .G. ~ B FOR CLIENT REVIEW 2-10-14 R.P.G. CHECKED BY: J.H.E. SHEET: 19 OF 31 J, A FOR CLIENT REVIEW 1 31 14 R.P.G. ,1 REV. 1'

l INO. REVISION DATE APPR. OWG. NO. ACOE -AP-ML0081 E ~

1'-JA\J -?-OL2- -o1 1-)&--t t-h4

IC'j

PORT AMBROSE ~ ~ _ _p g 1 I 26" PROPOSED LATERAL #1 r--

. ~ Q) + 1 TOTAL LENGTH = 4,671.73' 1 +

./

/ 0 I I = 0.88 STATUTE MILES I ~

(

~ 4,671.73' < / 7J.l g o o oN ~

....... 0 0 0 \J.J.

./ zl 1 6 6 6 I {- ~"' ./ >:>" ,_. I - N "l I z f o?>-'i''-~ 1->}Si 0 BEGIN PROPOSED LATERAL #1 o END LATERAL #1 '"'"'

·~-v ~ '1-\?/00'01 ~ I @ COLLOCATED "y" ASSEMBLY ?.:? STA. 46+ 71.73 I ~ oS/,'.t "J':> 0V >Jo.V ....,. STA. 0+00 1 X; 790,502.24' 0:)

,-,~o'S- "'<0 1>-c.; .;?/ x; 789,398.36' y; 545,207.66' ·•' ...-'i' ~G·0V y; 549,747.11' ' LAT. ~· - __ ..

'1-'0 ./ ~<y 'V 1>-c.; I LAT. 40' 20' 16.02" LONG . ./ (0 '\0

1 LONG. 73' 26' 00.81"

0

-160

10+00 20+00

I

"'

JO+OO 40+00

---------------z 1;;!-----------C'j :::;;8 r--ow ,....;

0 lo r--0 ~~ + + ~ ~ 0 ~

.. ;', ;',/ . < < ~ ~ 'IJ.l 'IJ.l

LEGEND NOTES

0

-160

~ - MILE POST REFERENCE (STATUTE MILES)


-s-0 0 + 0





- PRECAUTION/FAIRWAY AREA.

- STATE/FEDERAL BOUNDARY


120'

60'

1,200'

0


0

240'

~

2,400' -

I PORT AMBROSE I

MAP INDEX


2110 POWERS FERRY ROAD. STE. 22~ ATUNTA. CA 30338

(7?0) 618-1020 Fax (770) 618-1025

1

www.projeetconsuJUnc.com

1

. NEW YORK COA: 0009397 ~

u.. ;,;



0

co

" 0 N V 7 7 I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW

I)666?'X'I - SUPPLEMENTAL LOWERING METHOD 600 1 ,200 DRAWN BY: G.J.D. APPROVED BY: R.P.G. 6 7 53 - OCS BLOCK NUMBER SCALE IN FEET (HORIZONTAL) "'

SCALE: AS NOTED PROJ. ENGR.: R.P.G. ~

" C RENUMBER SHEET ISSUED FOR PERMIT g 18 14 R.P.G DATE:

1 20 14 PROJ. MGR.: T.O. ;!

8 ISSUED FOR PERMIT 5-16-14 R.P.G CHECKED BY: J.H.E. SHEET: 20 OF 31 J, A FOR CLIENT REVIEW 1 31 14 R.P.G 'REV. I'

NO. REVISION DATE !APPR. DWG. NO. ACOE-AP-LL001 c g;

NP.\J -W\2-011~~ -E::Hn

0

BEGIN PROPOSED LATERAL #2 @ COLLOCATED Y' ASSEMBLY s~. O+OO X= 789 ,398.36' Y= 549,747.11' LAT. 40' 20' 16.02" LONG. 73' 26' 00.81"

BLOCK 6706

PORT AMBROSE 26" PROPOSED LATERAL #2 TOTAL LENGTH = 9,337.39' = 1.77 STATUTE MILES

BLOCK 6709

q_

cJ

BUOY #2 STA. X= Y= LAT. LONG.

~ ' ~ ~ j <2 . L:.. 9,337.39' /1 / 7 7 7 ? ? ? ? ? ? ? ? ? ? E-<,~ ? ? , ¥ ? ? ? ? (fifz ? 7 p?;';';',4/,4 7 z.;i¥iiL6Z:e'"J , , 1, 2 2 2 2¥2 2 2 2 ;I 2;

ifl / / / / / / / / / / / / N 86" 46' 48" W --- 1\( --' 0

~I\ 0· \ ~'I ,oo"'" co "r":..:.J

\ .1' I _.. -~Q

,o_,.ij)o \

I '

0 0 + 0

< E-< rn

0 + 0

0 0 + 0 N

26" PROPOSED LATERAL #1 4,671.73'

N 13' 40' 3" W (SEE DWG. AC-AP-LL001)

10+00 20+00

LEGEND

30+00 40+00

0 0 0 0 0 0 + + + 0 0 0 en co .....

BLOCKLINE CROSSING STA. X= Y= LAT. LONG.

50+00 60+00 70+00

0 0 + 0 ro

#2

80+00 900+00

"" .w Z> ~8

~ C'j 0~ ~

10 C'j ~~ +

f-' C'j

~ ~~===t==~ rn

NOTES

0 -20 -40

-60

-80 -100

-120 -140

-160





2110 POWERS PERRY ROAD, ST£. ~ ATLANTA, GA. 30339


(7?0) 618-1020 Fax (770) 618-1025 0 0 + '?


- PROPOSED ROUTE CENTERLINE 120' 0 240' I www.projeetconaultinc.com I .

NEW YORK COA: 0009397 ~

r-------------------------------------------~ ~ - EXISTING OR CHARTED UTILITIES


- • •- - STATE/FEDERAL BOUNDARY


1>6666?'1 - SUPPLEMENTAL LOWERING METHOD

57 53 - OCS BLOCK NUMBER

~

1,200'

~

60' 120' SCALE IN FEET (VERTICAL)

0

600' 1 200' SCALE IN FEET (HORIZONTAL)

2,400'





4 PROJ. MGR.: T.O.

SHEET: 21 OF 31

"' 0

<X) ..... 0 N

"' ..,. ,:.:

(; ...J 8· i= "' ::::JI w

3:

~I 0 ...J

w ID

i::ll ...J

I ...J

3i

PROPOSED PIPELINE i'::: ::J +--- - 'ii±;:;q:~~-:.~-:~-~·;·-~.:~.:~--~~-.:~~--'7-~--~~-.:t.. .·::~-r.:e.·~ ·~-:::.:r:·.::::·· .. :~ ,J~:..;:··::-·:: :: :s:-::-.:~·::···:)=:.:.,:c·r -··J:--11'- ---t- i= ::;)

"' z i=

I Ul

I x w c.. 0

I "o 0

"' 1

PLAN SCALE: N.T.S.

::i_a:: -w "'> 0 ·..,. u

MUD LINE ~ ~

-t---- ~;-~:.;:;· -~:· !~~.;~ :_;:·:~=··:;:::-:.:_:· .. c .. ·: ~~r...=--:::~ .. :.-:fi-f::;~ ~J:.'::~-~-::··_- ... ~"'-~;~~;;.:.;c·-..:- ·'i::!-i .• -,-~-~-c~•/f:ii-_;- \ PROPOSED PIPELINE i.cr. I""

EXISTING UTILITY ':- ~ NO.

ELEVATION 3A 38

SCALE: N.T.S. 2 4

6

LEGEND NOTES

c RENUMBER SHEET /ISSUED FOR PERMIT 9 18 14 B ISSUED FOR PERMIT 5 16 14 A FOR CLIENT REVIEW 1 31 14

-_l'JQ,_ L.

REVISION -

__ DATE_ --- --- -- --- --·

TABLE OF UTILITY CROSSINGS MILE POST OWNER TYPE

3.09 UNKNOWN CABLE 6.05 UNKNOWN CABLE 9.94 UNKNOWN CABLE 18,93 UNKNOWN CABLE 21.42 UNKNOWN CABLE

PORT~-· ~

Project Consulting Services Engineering, P.C. 2110 POWERS FERRY ROAD. STE. 225

ATLANTA, GA. 30338 (770) 618-1020 Fax (770) 818-1025

www.projectconsultinc.com NEW YORK COA.: 0000387


TYPICAL UTILITY CROSSING



DATE: 1 30 14 PROJ. MGR.: T.O. RPG RPG CHECKED BY: J.H.E. SHEET: 22 OF 31 RPG

ACOE-IN-001 IRe. ~- DWG. NO.

NPr\J -Wi2-0II ~~-8th

N u..: :::E r--0

<XJ r--0 N

0 "1 r:.: ..,. I

<XJ

I m 0

t f ~ ~ ,.,~~or COr.IC!ID'£ ~T ~1.1~~~.

PLAN SC\lL·l/114•1'-a"

LEGEND NOTES

C I ADDED SANDBAGS AND REISSUED FOR PERMIT B I ISSUED FOR PERMIT A I FOR CLIENT REVIEW

NO.I REVISION

10-27-14IRPG

!I !I

POR,-;1'\ !\ l!l L.ll\il r··u '' 1


ATLANTA, GA 30330 (770) 818-1020 Fax (770) 818-1025

W'!nr,prDjectconaultina:.com NEW YORK COA: 0009397



DRAWN BY: SNC APPROVED BY: R.P.G.

SCALE: AS NOTED I PROJ. ENGR.: R.P.G.

DATE: 8/14/14 I PROJ. MGR.: T.O.

9-18-14 I RPG I CHECKED BY: R.P.G. I SHEET: 23 OF 31

AcoE -IN-oo2A 1Rc. 8-14-141 RPG

DATE IAPPR.J DWG. NO.

NV\W- W 7.- -a 1 \JJS -~M

MUDLINE

0 T.O.P.

0::: w e; (,)

;.,

s~A~C~!s~~'-o" @§Loo2A

~ 151' LAYER 1 CONCRETE MATS

TABLE OF UTILITY CROSSINGS NO. MILE POST OWNER 5 21.13 NEPTUNE HVDC

LEGEND

~ I") T.O.P. MUDLINE

~ftTOP 0::: w

SANDBAGS. c::========;:::::====::J

NEPTUNE HVOC UTILITY_/

~

w z :::J

TYPE CABLE

e; (,)

N

S~A~~~;S~~-0" ®N-002A ~ 79' LAYER 2 CONCRETE MATS

NOTES

nl

S~A~~~;S~~-0" @N-002A ~ 270' LAYER 3 CONCRETE MATS

CONCRETE MAT SCHEDULE 20' X 8' X g" (LWD)

DESCRIPTION NEPTUNe- HVDC BRIDGE LAYE:R 1 COVER LAYER 2 COVER LAYER 3 COVER

TOTAL

PORJ'i\ ~~ #! ~~\', ;t"! 1 s.l {if 1

QTY. 12 25 18 34

89

-:I~ w > 0 CD <(

Project Consulting Services Engineering, P.C. 2110 POWERS FIRRY ROAD. STE. 225

ATLANTA. GA. 30338 (770) 8111-1020 Pax (770) 818-1025

www.projectcouultiD&.COID. NEW YORk COA: OOOD387

(..) z "'

~-------------------------1;


1 NEPTUNE cRoss:Nc SHT 2 oF 21~ DRAWN BY: SNC APPROVED BY: R.P.G. a>

"' SCALE: AS NOTED PROJ. ENGR.: R.P.G. o · · . · DATE: 8/14/14 PROJ. MGR.: T.O. ..,. C ADDED SANDBAGS AND REISSUED FOR PERMIT 10-27-14 RPG I B ISSUED FOR PERMIT 9-18-14 RPG CHECKED BY: R.P.G. SHEET: 24 OF 31 ~ A FOR CLIENT REVIEW 8-14-14 RPG IREV 7

REVISION DATE ~R Dwc. No. ACOE-IN-0028 c· o

r-Jf\N -w12--a l ~g -EM

-

NATURAL BOTTOM

v

NATURAL BOTTOM

LEGEND

L" J" ±25'

-~~ ±25'

~I -~I EL. VARIES

'>Y)>Y/)., ~ '>Y»Y»>. v

~

TYPICAL PLOWED TRENCH SCALE: N.T.S.

±25'.

"..;-+I

EL. VARIES 11 ').')>;:7'/:;, ~ ......... / '>'7»'7'/>,

~/

TYPICAL BACKFILL PLOWED TRENCH SCALE: N.T.S.

NOTES

PORT~ ·~· . ~

Project Consulting Services Engineering, P.C. 2110 POWERS FERRY ROAD, STE.. 225

ATlANTA, GA 30339 (170) 818-1020 Fox (170) 818-1025

www.projcctconsultinc.com NEW YORJC COA: OOOQ3D7


TYPICAL PLOWED TRENCH



DATE: 1 3 14 PROJ. MGR.: T.O. c RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 RPG B ISSUED FOR PERMIT 5-14-16 RPG CHECKED BY: J.H.E. SHEET: 25 OF 31 A FOR CLIENT REVIEW 1 31 14 RPG

AcoE-IN-oo3 IRe. NO. REVISION DATE APPR. DWG. NO.

N~-2.-012.--0\l-)g ~M

....; u.: ~

::

00 ..... 0 N

.,., .,., ,:.:

..... I

00

I 0> 0

r----

NATURAL BOTIOM

NATURAL BOTIOM

v

LEGEND

~, r PLOWED ,.:A PLOWED SPOIL

~ '- / EL. VARIES '>Y)\.y)\.'} ~ /? i-- '>'Y)>y»;

' / +I c.. /

39'

PLOWED I JETTED TRENCH SCALE: N.T.S.

EL. VARIES 11 '>YWh'> "....__ / "r-- '>Y)\.y))'.,

' / +I

' .....__~_/

39'

BACKFILLED PLOWED I JETTED TRENCH SCALE: N.T.S.

NOTES

PORTe Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD. Sf£, 225 ATlANTA, GA 30339

(?70) 518-1020 Fax (770) 818-1025 www.projectconsullinc.com

NEW YORK COA: OOOU3D7

LIBERTY NATURAL GAS, LLC -NEW YORK BIGHT

PLOWED/JETTED TRENCH

DRAWN BY: M.F.Z. APPROVED BY: R.PCG.

SCALE: AS NOTED PROJ. ENGR.: R.PcG.

DATE: 5 06-14 PROJ. MGR.: T.Oc

8 RENUMBER SHEET /ISSUED FOR PERMIT 9-18-14 RPG CHECKED BY: J.H.E. SHEET: 26 OF 31 A ISSUED FOR PERMIT 5 06 14 RPG

ACOE-IN-004 IRB'. NO. REVISION DATE jAPPR DWG. NO.

N ":::;;

00 0

"' ,_ 0 N

N ,..,

" .... I

"' I "' 0

\'J Pt;N-2£>12.-01 I ~-Btfl

FOR CONTINUATION SEE DWG. ACOE-AP-ML001

N 46" 35' 20" W

26" PROPOSED MAINLINE

COLLOCATED

LEGEND

STA. X= Y= LAT. LONG.

0+00 789,398.36' 549,747.11'

40' 20' 16.02" 73' 26' 00.81"

"Y" ASSEMBLY ® MP 0.00 SCALE: N.T.S.

NOTES

~

1. PROJECT HORIZONTAL REFERENCE IS THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (2900), NAD 83 IN US SURVEY FEET.

2. SEE DRAWINGS ACOE-AP-ML001 THROUGH ACOE-AP-ML008 FOR DETAILS.

"'o s~/' co._

' O~y, ''lf-tu. <;: 4cJlfo-1t

~...,.t:J '((oo,


2110 POWERS FERRY ROAD, STE. 225 ATlANTA. GA. 30339

(170) 018-1020 Fax (170) 810-1025 ..,... .projcctconsulUn&.com

NEW YORK COA: 0008397


COLLOCATED "y" ASSEMBLY


) PROJ. ENGR.: R.P.G.

-4 PROJ. MGR.: T.O.

SHEET: 27 OF 31

s

-

0 z I ~ ;,.

MUDLINE -98.85'

'>Y»Y»'> 26" 26" 26" '>Y»Y»'>

£·~ ..--'-'--:.11~26"£ IfF 3fTIE------$ 26" E-------=t -------((1 .. ·-.'SID-

COLLOCATED "y" ASSEMBLY ELEVATION SCALE: N.T.S.

LEGEND NOTES

PORT~ .lliliT2; 1. PROJECT HORIZONTAL REFERENCE IS THE NEW JERSEY STATE PLANE

COORDINATE SYSTEM (2900), NAD 83 IN US SURVEY FEET. Project Consulting Services Engineering, P.C. 2110 POWERS FERRY ROAD, STE. 225

2. SEE DRAWINGS ACOE-PF-001A AND ACOE-AP-Ml001 THROUGH ATlANTA, GA 30339

ACOE -AP-Ml008 FOR DETAILS. (770) 818-1020 Fox (770) 818-1025 www.projectconaultinc.com

NEW YDRX COA: OOOU31J7


COLLOCATED "y" ASSEMBLY ELEVATION



DATE: 1 28 14 PROJ. MGR.: T.O. c RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 RPG 8 ISSUED FOR PERMIT 5-16-14 RPG CHECKED BY: J.H.E_ SHEET: 28 OF 31 A FOR CLIENT REVIEW 1 31 14 RPG AcoE-PF-oo1 s IRe. NO. REVISION DATE jAPPR. DWG. NO.

N ~ N -w\ z.-en ) ~ ~E::ftt1

N c.: :::E <X) 0

<X) r-.. 0 N

"' 0 .;,:

.... I

"' N I

"' 0

PROJECTED INTERSECTION POINT X= 705,874.69' Y= 627,916.68'

'\.

\ \ '!-

4 ...... ~-.

N 73" 20' 49" E

.. "-~.""'; ~ '

~ ~ I '"' [<

,...-- \b·/ io 30" I 30" io

\ .s-• . , ,, ' '

ECCENTRIC REDUCER

SUBSEA TIE- IN ASSEMBLY SCALE: N.T.S.

LEGEND

\~-- ~FLOW - I FLOW,.,__ 'o ..

~-# ~

"' ~ £,7 '1-r{,

-<- ~--~~- \

~q, ~ \ <" 9c oCO a

\~c>~ %' ?a . % 0 \ ~ ~~,.., ~ ~v ~

,'1- ~ ~ <"

\: 'bo>

NOTES

~ 1. PROJECT HORIZONTAL REFERENCE IS THE NEW JERSEY STATE PLANE

COORDINATE SYSTEM (2900), NAD 83 IN US SURVEY FEET. PROJECT VERTICAL REFERENCE IS MEAN LOWER LOW WATER (MLLW) DATUM FOR THE AREA BASED ON TIDAL ZONING CORRECTORS DEVELOPED FROM WATER LEVEL DATA OBTAINED FROM THE NATIONAL OCEANIC AND ATMOSPHERIC ADMINISTRATION (NOM) AND POSITION DATA POST PROCESSED USING A NETWORK OF CONTINUOUSLY OPERATING REFERENCE STATIONS (CORS) MAINTAINED BY THE NATIONAL GEODETIC SURVEY (NGS).


2110 POWERS FERRY ROAD. STE. 225 ATLANTA, GA. 30339

(170) 818-1020 Fax (770) 618-1025 -.projceleonaullina.com

NEW YORK COM 000g397


SUBSEA TIE-IN ASSEMBLY

ORAWN BY: G.J.D. APPROVED BY: R.P.G.


DATE: 1-21-14 PROJ. MGR.: T.O.

CHECKED BY: J.H.E. SHEET: 29 OF 31

N c..: ~

00 .... 0 N

r--

MUDLINE

'>Y>-'Y>-> ~

..!-

0

~ VJ,'I: ffi ~~ > 1- w 0 Cl z ~~a u.. (I) a_

XC:: w

~ JIIEdlt -- -~

SECTION fA\ SCALE: N.T.S. ~Pr-oo2A

LEGEND

w z :::; z ~

MUDLINE

I ~L '>Y>-'Y§ t- g i!])I: --=a

SECTION SCALE: N.T.S.

NOTES

.t:!QITS.;

1. PROJECT HORIZONTAL REFERENCE IS THE NEW JERSEY STATE PLANE COORDINATE SYSTEM (2900), NAD 83 IN US SURVEY FEET.

2. SEE DRAWINGS ACOE-PF-002A AND ACOE-AP-ML001 THROUGH ACOE-AP-MLOOB FOR DETAILS.

(13\ ~Pr-oo2A



{770) 818-1020 Fax (770) IU0-10~ WYW.projectconsullina.com

NEW' YORK COA: OOOQ397

N c..: ::E r-------------------------_,m

4 I RPG


SUBSEA TIE -IN ASSEMBLY SECTIONS



4 PROJ. MGR.: T.O.

H.E. SHEET: 30 OF 31

~oE -PF -oo28 IRe. Nr-,\-J ~m 2.--ow, 8 --0~~

0

ro ..... 0 N

....--HOT TAP EXISTING 26~ TRANSCO LOWER HOT TAP

J (MAOP-"'936 PSIC) ) ( 9 NEW YORK BAY LATERAL 9 r

~~ ~~ -----r-------r-· z~ z~

T 30· T ' 0

~"' I z.., T

STL BUOY SYSTEM UAOP•936 PSIG UAOP•1900 PSlG

26. PROPOSED LATERAL #2 'AA UM81UCAL

~------~-----T-- ~---~~SET09l6PSIG

1-------~----- --~ ~-- PSL -PSH ~~-~

~ II - /U<c\1

s· 26• I \ STORACE I

I '""K J --- ' 'r f- --(L - ,.. - :=1lr: I BUOY #2 I r- - - - - _j I I - - - _l--to:r---i,IXQ--

1 ,. ,. 26' 26' TEMPORARY I 1 J (SEALEVEL) I' . r - - - L l

PIC LAUNCHER I ' I L, I LNC I 00

I ~~~ VAPORIZATION j I ,----------

J _L~ I I 1 ~~~~ PIC : 215• I

-.c - ~ - PROPOSEO I

,_,. [!t-.: =--~-~-- ----_'_-_I IMJNUNE I I

L - - _j I ~ (UACP- urJho PSIG) I '------------------- I L ____ j

PLEM ---------'""'(iYP.) LNG TANKER

(50' FT A80Vt. ~t.Alt. Vt.L)

SUBSEA TIE-IN I

L _____ _j '0-_,, FLEXIBLE

HOSE

LEGEND

~ f- -(L - 28-- jE~ I 2s· 26" TEMPoRARY I - 1•J 1 I PIG LAUNCHER I ~ I

COLLOCATED . Y' ASSEMBLY

L L__ J 26" PROPOSED I.Aiffilol ,, I -- -- ~f~M -- ---- ---- LNG TANKER

NOTES

(50' Fr ABOVE SEALEVEL)

MAOP,..9J6 PSIG W.OP•1900 PSIG

PORT·· Project Consulting Services Engineering, P.C.

2110 POWERS FERRY ROAD, STE. 225 ATlANTA, GA 30339

(770) 818-1020 Fax (170) 818-1025 N www.projeclconsulUna.com U.:

NEW YORK COA: 0009387 ::;i

PORT AMBROSE PROJECT NEW YORK BIGHT

SYSTEM SCHEMATIC

..... 0

00 ..... 0 N

DRAWN BY: G.J.D. APPROVED BY: R.P.G. ,., .., SCALE: AS NOTED PROJ. ENGR.: R.P.G. ~

DATE: 1 21 14 PROJ. MGR.: T.O. ...-C RENUMBER SHEET ISSUED FOR PERMIT 9 18 14 RPG I B ISSUED FOR PERMIT 5-16 14 RPG CHECKED BY: J.H.E. SHEET: 31 OF 31 oo A FOR CLIENT REVIEW 1 31 14 RPG ·

ACOE -SK-00 11Rc·l~ NO.I REVISION I DATE jAPPR. DWG. NO.

N~-W'l-011~~-~

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