public notice · 2014. 12. 9. · public notice no. nan-2012-01138-eha work description the...
TRANSCRIPT
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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CENAN-OP-RE PUBLIC NOTICE NO. NAN-2012-01138-EHA
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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CENAN-OP-RE PUBLIC NOTICE NO. NAN-2012-01138-EHA
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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CENAN-OP-RE PUBLIC NOTICE NO. NAN-2012-01138-EHA
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
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CENAN-OP-RE PUBLIC NOTICE NO. NAN-2012-01138-EHA
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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CENAN-OP-RE PUBLIC NOTICE NO. NAN-2012-01138-EHA
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
0
ro ~ 0
~------------------,-------------------~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 (MAINLINE) ALIGNMENT & PROFILE (MAINLINE)
ALIGNMENT & PROFILE (MAINLINE) ALIGNMENT & PROFILE (MAINLINE)
ALIGNMENT & PROFILE (MAINLINE) ALIGNMENT & PROFILE (MAINLINE)
ALIGNMENT & PROFILE (26" LATERAL 1)
ALIGNMENT & PROFILE (26" LATERAL 2)
TYPICAL UTILITY CROSSING
NEPTUNE CROSSING SHT 1 OF 2
NEPTUNE CROSSING SHT 2 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----~
------------------------
tARSI
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
1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
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;
<B> -5-
• 6753
790,659.80' 544,559.73'
40' 1 9' 24.61" 73" 25' 45.33"
BLOCK 6708 BLOCK 6758
LEGEND
- MILE POST REFERENCE (STATUTE MILES)
- HYDROGRAPHIC CONTOURS ARE SHOWN AT 5 FT INTERVALS AND ARE REFERENCED TO MLLW
- PROPOSED ROUTE CENTERLINE
STL BUOY MOORING LEG
- EXISTING OR CHARTED UTILITIES
- 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"
1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
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
"' "' "' \..:
"' '
PORT Project Consulting Services Engineering, P.C.
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 ~
~------------------------------------------~~ LIBERTY NATURAL GAS, LLC
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'
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. SEE DRAWINGS ACOE-AP-LL001 AND ACOE-AP-LL002 FOR LATERAL DETAILS.
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 ~
~------------------------------------------~~ LIBERTY NATURAL GAS, LLC
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
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
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'
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 290D, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. BASED UPON MLLW WATER DEPTH.
PORT~:
Project Consulting Services Engineering, P.C. 2110 POWERS FERRY ROAD, STE. 225
ATLANTA, GA 30339 (770) 618-1020 Fax (770) 618-1025
I www.projeclcon•ultine.com I .
NEW YORIC COA: oomt307 £"-..!
r--------------------------------------------;~
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
STL BUOY MOORING LAYOUT
DRAWN BY: G.J.D. APPROVED BY: R.P.G.
"' 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'
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. CONTOURS AND PROFILE BASED UPON MLLW.
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? ~
~------------------------------------------~~ LIBERTY NATURAL GAS, LLC
NEW YORK BIGHT STL BUOY DETAILS
DRAWN BY: G.J.D. APPROVED BY: R.P.G.
~
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'
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
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
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"!
~------------------------------------------~~ LIBERTY NATURAL GAS, LLC
NEW YORK BIGHT STL BUOY DETAILS
DRAWN BY: G.J.D. APPROVED BY: R.P.G.
) 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.
2. CONTOURS AND PROFILE BASED UPON MLLW.
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
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
PLEM DETAILS
DRAWN BY: G.J.O. APPROVED BY: R.P.G.
SCALE: AS NOTED PROJ. ENGR.: R.P.G.
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
- MILE POST REFERENCE (STATUTE MILES)
- HYDROGRAPHIC CONTOURS ARE SHOWN AT 5 FT INTERVALS AND ARE REFERENCED TO MLLW
- STATIONING ALONG CENTERLINE
- PROPOSED ROUTE CENTERLINE
- EXISTING OR CHARTED UTILITIES
- - - PRECAUTION/FAIRWAY AREA
---- - STATE/FEDERAL BOUNDARY
V 7 7 I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW
156666<1 - SUPPLEMENTAL LOWERING METHOD
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. CONTOURS AND PROFILE BASED UPON MLLW.
100'
50'
2,000'
0
100' SCALE IN FEET (VERTICAL)
0
200' • 4,000'
iiiiiil
-140
-160
PORT Project Consulting Services Engineering, P.C.
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 < I '? ~ >£~\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
- MILE POST REFERENCE (STATUTE MILES)
- HYDROGRAPHIC CONTOURS ARE SHOWN AT 5 FT INTERVALS AND ARE REFERENCED TO MLLW
- STATIONING ALONG CENTERLINE
- PROPOSED ROUTE CENTERLINE
----- - EXISTING OR CHARTED UTILITIES
- - - PRECAUTION/FAIRWAY AREA
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
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. CONTOURS AND PROFILE BASED UPON MLLW.
-160
PORT Project Consulting Services Engineering, P.C.
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
V 7 7 I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW
t)6666(1 - SUPPLEMENTAL LOWERING METHOD
2,000'
100' SCALE IN FEET (VERTICAL)
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
- MILE POST REFERENCE (STATUTE MILES)
- HYDROGRAPHIC CONTOURS ARE - 5 - SHOWN AT 5 FT INTERVALS
0 0 + 9
AND ARE REFERENCED TO MLLW
- STATIONING ALONG CENTERLINE
PROPOSED ROUTE CENTERLINE
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. CONTOURS AND PROFILE BASED UPON MLLW.
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
---- - STATE/FEDERAL BOUNDARY
V 7 7 I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW
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-< I "i' :6 .{ I '·~. I lf.J 1 2..-------· ' - ·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-<u ......... I"" 6 0 "'"<-\>'/ 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
- MILE POST REFERENCE (STATUTE MILES)
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
Project Consulting Services Engineering, P.C. 2110 POWERS FERRY ROAD, STE. 225
0 0 + 0
AND ARE REFERENCED TO MLLW
- STATIONING ALONG CENTERLINE
- PROPOSED ROUTE CENTERLINE
----- - EXISTING OR CHARTED UTILITIES
- - - PRECAUTION/FAIRWAY AREA
---- - STATE/FEDERAL BOUNDARY
V 7 7 I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW
t'i6666i1 - SUPPLEMENTAL LOWERING METHOD
6753 - OCS BLOCK NUMBER
100'
~ 50'
2,000'
0
100' SCALE IN FEET (VERTICAL)
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[
DRAWN BY: G.J.D. APPROVED BY: R.P.G.
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.. < I 14 :2 I "' 13 0 1'3 g~:B'_ .... ~\k~ < E-< 1 I 'f '( ::21 "' J<om1oburg ~ I C/J I '\ :d' ......, I I ····-.-- "'" '"'""'"' l:>::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
- MILE POST REFERENCE (STATUTE MILES)
- HYDROGRAPHIC CONTOURS ARE - 5 - SHOWN AT 5 FT INTERVALS
0 0 + 0
AND ARE REFERENCED TO MLLW
- STATIONING ALONG CENTERLINE
- PROPOSED ROUTE CENTERLINE
----- - EXISTING OR CHARTED UTILITIES
- - - PRECAUTION/FAIRWAY AREA
---- - STATE/FEDERAL BOUNDARY
V 7 7 I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW
156666?1 - SUPPLEMENTAL LOWERING METHOD
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. CONTOURS AND PROFILE BASED UPON MLLW.
100' 0
~ 50' 100'
SCALE IN FEET (VERTICAL) 2,000' 0
................... I ,UUU 2,000'
zoo·
4,000' 1
-160
PORT Project Consulting Services Engineering, P.C.
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
0 - MILE POST REFERENCE (STATUTE MILES)
-s-0 0 + 9
- HYDROGRAPHIC CONTOURS ARE SHOWN AT 5 FT INTERVALS AND ARE REFERENCED TO MLLW
- STATIONING ALONG CENTERLINE
- PROPOSED ROUTE CENTERLINE
- EXISTING OR CHARTED UTILITIES
- PRECAUTION/FAIRWAY AREA
---- - STATE/FEDERAL BOUNDARY
V I I I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW
tX')666i1 - SUPPLEMENTAL LOWERING METHOD
6753 - OCS BLOCK NUMBER
~;;::.;'J - GENERAL ANCHORAGE AREA
-~~ "0 :> '-'
0 w ~ ~
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. CONTOURS AND PROFILE BASED UPON MLLW.
100'
~
2,000'
50'
0
100' SCALE IN FEET (VERTICAL)
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
- MILE POST REFERENCE (STATUTE MILES)
- HYDROGRAPHIC CONTOURS ARE - 5 - SHOWN AT 5 FT INTERVALS
0 0 + 0
v-//1
AND ARE REFERENCED TO MLLW
- STATIONING ALONG CENTERLINE
- PROPOSED ROUTE CENTERLINE
- EXISTING OR CHARTED UTILITIES
- PRECAUTION/FAIRWAY AREA
- STATE/FEDERAL BOUNDARY
- 75' WIDE IMPACT DUE TO LOWERING BY PLOW
SUPPLEMENTAL LOWERING METHOD
6753 - OCS BLOCK NUMBER
~;\\j - GENERAL ANCHORAGE AREA
NOTES 1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE
SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. CONTOURS AND PROFILE BASED UPON MLLW.
100'
~
2,000'
50'
0
100' SCALE IN FEET (VERTICAL)
0
1 ,000' 2,000'
200'
4,000' -
PORT Project Consulting Services Engineering, P.C.
2110 POWERS FERRY ROAD, STE. 225 ATLANTA, GA 30338
(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
- MILE POST REFERENCE (STATUTE MILES)
- HYDROGRAPHIC CONTOURS ARE SHOWN AT 5 FT INTERVALS AND ARE REFERENCED TO MLLW
- STATIONING ALONG CENTERLINE
- PROPOSED ROUTE CENTERLINE·
- EXISTING OR CHARTED UTILITIES
- PRECAUTION/FAIRWAY AREA
---- - STATE/FEDERAL BOUNDARY
;:;;:
V 7 7 I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW
fX5666(1 - SUPPLEMENTAL LOWERING METHOD
6753 - OCS BLOCK NUMBER
~;::::::.;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 '"' ;.... ~
1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. CONTOURS AND PROFILE BASED UPON MLLW.
100'
~
2,000'
50'
0
100' SCALE IN FEET (VERTICAL)
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)
1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
-s-0 0 + 0
- HYDROGRAPHIC CONTOURS ARE SHOWN AT 5 FT INTERVALS AND ARE REFERENCED TO MLLW
- STATIONING ALONG CENTERLINE
- PROPOSED ROUTE CENTERLINE
- EXISTING OR CHARTED UTILITIES
- PRECAUTION/FAIRWAY AREA.
- STATE/FEDERAL BOUNDARY
2. CONTOURS AND PROFILE BASED UPON MLLW.
120'
60'
1,200'
0
120' SCALE IN FEET (VERTICAL)
0
240'
~
2,400' -
I PORT AMBROSE I
MAP INDEX
PORT Project Consulting Services Engineering, P.C.
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.. ;,;
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
ALIGNMENT & PROFILE (26" LATERAL 1)
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
0 - MILE POST REFERENCE (STATUTE MILES)
1. GEODETIC INFORMATION BASED UPON NEW JERSEY STATE PLANE COORDINATE SYSTEM, ZONE 2900, NORTH AMERICAN DATUM 1983, U.S. FEET.
2. CONTOURS AND PROFILE BASED UPON MLLW.
PORT Project Consulting Services Engineering, P.C.
2110 POWERS PERRY ROAD, ST£. ~ ATLANTA, GA. 30339
- HYDROGRAPHIC CONTOURS ARE - 5 - SHOWN AT 5 FT INTERVALS
(7?0) 618-1020 Fax (770) 618-1025 0 0 + '?
- STATIONING ALONG CENTERLINE
- PROPOSED ROUTE CENTERLINE 120' 0 240' I www.projeetconaultinc.com I .
NEW YORK COA: 0009397 ~
r-------------------------------------------~ ~ - EXISTING OR CHARTED UTILITIES
- PRECAUTION/FAIRWAY AREA
- • •- - STATE/FEDERAL BOUNDARY
V 7 7 I - 75' WIDE IMPACT DUE TO LOWERING BY PLOW
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'
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
ALIGNMENT & PROFILE (26" LATERAL 2)
DRAWN BY: G.J.D. APPROVED BY: R.P.G.
SCALE: AS NOTED PROJ. ENGR.: R.P.G.
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
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
TYPICAL UTILITY CROSSING
DRAWN BY: G.J.D. APPROVED BY: R.P.G.
SCALE: AS NOTED PROJ. ENGR.: R.P.G.
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
Project Consulting Services Engineering, P.C. 2110 POWERS FERRY ROAD, STE. 225
ATLANTA, GA 30330 (770) 818-1020 Fax (770) 818-1025
W'!nr,prDjectconaultina:.com NEW YORK COA: 0009397
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
NEPTUNE CROSSING SHT 1 OF 2
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;
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
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
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
TYPICAL PLOWED TRENCH
DRAWN BY: G.J.D. APPROVED BY: R.P.G.
SCALE: AS NOTED PROJ. ENGR.: R.P.G.
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,
PORT-Project Consulting Services Engineering, P.C.
2110 POWERS FERRY ROAD, STE. 225 ATlANTA. GA. 30339
(170) 018-1020 Fax (170) 810-1025 ..,... .projcctconsulUn&.com
NEW YORK COA: 0008397
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
COLLOCATED "y" ASSEMBLY
DRAWN BY: G.J.O. APPROVED BY: R.P.G.
) 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
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
COLLOCATED "y" ASSEMBLY ELEVATION
DRAWN BY: G.J.D. APPROVED BY: R.P.G.
SCALE: AS NOTED PROJ. ENGR.: R.P.G.
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).
PORT-Project Consulting Services Engineering, P.C.
2110 POWERS FERRY ROAD. STE. 225 ATLANTA, GA. 30339
(170) 818-1020 Fax (770) 618-1025 -.projceleonaullina.com
NEW YORK COM 000g397
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
SUBSEA TIE-IN ASSEMBLY
ORAWN BY: G.J.D. APPROVED BY: R.P.G.
) PROJ. ENGR.: 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_
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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
PORT Project Consulting Services Engineering, P.C.
2110 POWERS FERRY ROAD, STE. 225 ATLANTA, GA 30339
{770) 818-1020 Fax (770) IU0-10~ WYW.projectconsullina.com
NEW' YORK COA: OOOQ397
N c..: ::E r-------------------------_,m
4 I RPG
LIBERTY NATURAL GAS, LLC NEW YORK BIGHT
SUBSEA TIE -IN ASSEMBLY SECTIONS
DRAWN BY: G.J.O. APPROVED BY: R.P.G.
) PROJ. ENGR.: R.P.G.
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~~-~